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HomeMy WebLinkAboutPermit Plumbing 2019-05-03DESIGN TEAM OWNER/LANDSCAPE ARCHITECT WILLAMALANE PARK AND RECREATION DISTRICT 250 SOUTH 32ND STREET SPRINGFIELD, OREGON 97478 OFFICE: (541) 736-4049 CONTACT: SIMON DAWS, RLA EMAIL: simond@Willamalane.org SURVEYOR AND CIVIL ENGINEER BRANCH ENGINEERING, INC. CONTACT: LANE BRANCH 310 5th STREET SPRINGFIELD, OREGON 97477 OFFICE: (541) 746-0637 EMAIL: laneb@branchengineering.com BLUEBELLE PARK SITE IMPF10\1EMENTS SPRINGFIELD. OREGON FEBRUARY 2019 PROJECT SITE ti ArcGIS Web Map I#` VICINITY MAP SITE DATA LOCATION BLUEBELLE WAY SPRINGFIELD, OREGON 97478 SITE TABULATIONS PROJECT SITE = 2.84 ACRE TOTAL AREA OF DISTURBANCE = 0.66 ACRE (28,800 s.f.) EXISTING CONDITIONS THE EXISTING SITE IS A PUBLIC PARK, WITH TREES, SHRUBS, LAWN, WALKING PATHS, BENCHES, ETC. PROPOSED CONDITIONS THE EXISTING SIDEWALKS WILL BE REPLACED AND A NEW PLAYGROUND WILL BE CONSTRUCTED ON SITE. SOIL TYPES 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). SHEETINDEX CO.00 COVER SHEET 1 EXISTING CONDITIONS EC1 EROSION CONTROL NOTES EC2 LAND AND DRAINAGE ALTERATION PLAN EC3 EROSION CONTROL DETAILS C1.00 DEMOLITION PLAN C2.00 57 PLAN C2.01 SITE PLAN DETAIL AREA C2.02 LAYOUT PLAN C2.03 LAYOUT PLAN DETAIL AREA C2.50 SITE DETAILS C2.51 SITE DETAILS C2.52 SITE DETAILS C3.00 UTILITY PLAN C4.00 SITE GRADING PLAN C5.00 CIVIL DETAILS L1.00 LANDSCAPE PLAN L1.01 LANDSCAPE PLAN BID ALTERNATE SUMMARY ALTERNATE #1: INSTALLATION OF SKATE WALL ALTERNATE #2 INSTALLATION OF PICNIC SHELTER ALTERNATE #3: REPLACE ENGINEERED WOOD FIBER WITH FOREVER LAWN SAFETY SURFACE SEE PLANS AND SPECIFICATIONS FOR FURTHER INFORMATION. ad Me Nbmwla ealtlW F.vi .Ahe P� of IMmndox PN o: tbonlY� . Yhdt 18ia,a�pmYWletl AY WYM! a. u>. rn 17. wi ama an Pmk antl Rfxreatlan Diztfin ' �r. inionaws 7 OREGON m/ua/zma SPE ocl�" 001RE5 CZZL20 Drawn by. SPO Data 02.06.19 Scale AS SHOWN SHEET NO: Y CO -00 REVISIONS I` i I ao r- U� Cz �o E o m E Q m U j o a m i O U F S 17. wi ama an Pmk antl Rfxreatlan Diztfin ' �r. inionaws 7 OREGON m/ua/zma SPE ocl�" 001RE5 CZZL20 Drawn by. SPO Data 02.06.19 Scale AS SHOWN SHEET NO: Y CO -00 ' I' i t (Ful I f NEW PLAYGROUND AREA SAFETY ® SURFACE SEE DETAIL Z/C251 ENGINEERED WOOD FIBER SAFETY +++ SURFACE SEE DETAIL 4/C2.51) �n o -k BID A A' LTERN T£ 1• ! S2. AREX •� �_'1• ` - - EE' DETAIL-:: ' AREA SHEET - ; _ 501 yp1 { A j l ���\ `s ® PROPOSED PLANTER BEDS 1 AM.M s Np IBS JIIIIIIIII- - -- -w.- 1 � I i 1 � 7 ' ' 1 t 7'1,_ �,ry 1 SEE DETAIL y' F AREA SHEET . '' 'DIU ALTERNATE .12: , AREA SEE DETAIL I 1 > . AREA SHEET C2.01 ,: 1 tr �' e -:.BIO AE,TEtJAIL- #1 SEEC2E01- AREA 1 �SHEET C2a1� �•'�)� �� _,w 4 NEW PLAYGROUND AREA SAFETY ® SURFACE SEE DETAIL Z/C251 ENGINEERED WOOD FIBER SAFETY +++ SURFACE SEE DETAIL 4/C2.51) �n o -k fd, l ml 6' DEPTH CONCRETE FLATWORK WITH ; SCORE SCORE JOINTS. SEE DETAIL 1&2/C2.50 501 yp1 _ ® PROPOSED PLANTER BEDS PROPOSED SEEDED LAWN AREAS (SEE LANDSCAPE PLAN) II EXISTING LAWN TO REMAIN IRRIGATION SLEEVES. - EXISTING TREES TO REMAIN PROPOSED TREES -SEE , LANDSCAPE PLAN T w. i ,1 t 1 SEE' DETAIL AREA SHEET:. zwq 1 a _ ' l h • 14 �F K r` ------ ----- - _._-_____.___.__.__.__-.__._ ._.__._.--__.__-..__..._.__..____-____.--____--____- ... . .... Site Plan -"I BID HORIZONTAL SCALE 1' - 30'-0' ' Legend DEXISTING CONCRETE TO REMAIN NEW PLAYGROUND AREA SAFETY ® SURFACE SEE DETAIL Z/C251 ENGINEERED WOOD FIBER SAFETY +++ SURFACE SEE DETAIL 4/C2.51) 4- DEPTH CONCRETE FLATWORK WITH SCORE JOINTS. SEE DETAIL 1&2/C2.50 l ml 6' DEPTH CONCRETE FLATWORK WITH ; SCORE SCORE JOINTS. SEE DETAIL 1&2/C2.50 501 PROPOSED CONTOURS AT 1' INTERVAL EXISTING SHRUBS RETAINED ® PROPOSED PLANTER BEDS PROPOSED SEEDED LAWN AREAS (SEE LANDSCAPE PLAN) EXISTING LAWN TO REMAIN IRRIGATION SLEEVES. - EXISTING TREES TO REMAIN PROPOSED TREES -SEE , LANDSCAPE PLAN T a,1 zwq 1 a _ ' l ... �, 14 �F ------ ----- - _._-_____.___.__.__.__-.__._ ._.__._.--__.__-..__..._.__..____-____.--____--____- ... . .... Site Plan -"I BID HORIZONTAL SCALE 1' - 30'-0' ' Legend DEXISTING CONCRETE TO REMAIN NEW PLAYGROUND AREA SAFETY ® SURFACE SEE DETAIL Z/C251 ENGINEERED WOOD FIBER SAFETY +++ SURFACE SEE DETAIL 4/C2.51) 4- DEPTH CONCRETE FLATWORK WITH SCORE JOINTS. SEE DETAIL 1&2/C2.50 l ml 6' DEPTH CONCRETE FLATWORK WITH ; SCORE SCORE JOINTS. SEE DETAIL 1&2/C2.50 501 PROPOSED CONTOURS AT 1' INTERVAL EXISTING SHRUBS RETAINED ® PROPOSED PLANTER BEDS PROPOSED SEEDED LAWN AREAS (SEE LANDSCAPE PLAN) EXISTING LAWN TO REMAIN IRRIGATION SLEEVES. EXISTING TREES TO REMAIN PROPOSED TREES -SEE , LANDSCAPE PLAN Keynotes: / `" 1. 4' DEPTH CONCRETE PAVING. SEE DETAIL I&2/CZ.50. REFER TO DETAIL 4/C2.50 AND 2/C2.51 FOR LOCATIONS OF THICKENED EDGES 2 6' DEPTH CONCRETE PAVING. SEE DETAIL 1&2/C2.50. 3. 6' LENGTIi BENCH M7H BACK. MANUFACTURER: RUMOR, MODEL 160-60. SURFACE MOUNT. SUPPLIED AND INSTALLED BY'MLWAALANE 4. NEW PLAY AREA SAFETY SURFACING. SEE DETAIL 2/C2.51. PRODUCT TO BE FOREVER LAWN PLAYGROUND GRASS ULTRA, 'NTH 2' SAFETYCEL PADDING AND ENVIROFIL INFILL PRODUCT SUPPUED BY OWNER AND INSTALLED BY CONTRACTOR, ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 321816. 5. NEW PLAY AREA FOR SWINGS WITH ENGINEERED WOOD FIBER. SEE DETAIL 4/C2.50. AS PART OF 810 ALTERNATE 13 INST cOREVER AWNSAFETY SURFACING IN PI A(NOTE 4 DETAIL 2/C2.51• DELETE ENGINEERED WOOD FIBER AND PLAY AREA DRAIN (KEYNOTE 15) IF BID ALTERNATE ACCEPTED. 6. USE ZONES FOR PLAY EQUIPMENT (TYPICAL). SEE PLAYGROUND EQUIPMENT INFORMATION FOLLOWING SPECIFICATION SECTION 116813 FOR MORE INFORMATION. 7. UTTER RECEPTACLE MANUFACTURER: VICTOR STANLEY, MODEL SOC -36. COLOR: POWDER COATED BLACK. SURFACE MOUNT. SUPPLIED AND INSTALED BY WLAMALANE S. BIKE RACKS. MANUFACTURER: RADIUS PIPE BENDING, MODEL-RP13 HOOP STYLE, SURFACE MOUNT, COLOR: BLACK. SUPPLIED AND INSTALLED BY 'MLLAMALANE 9. CONCRETE CURB. SEE DETAIL 4/C2.50. ADJUST UNDER 810 ALTERNATE #3 - SEE DETAIL 2/C2.51. 10. NEW DRINKING FOUNTAIN. CONTRACTOR TO PROVIDE ROVIDE POTABLE WATER SERVICE TO THIS LOCATION FROM 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 WTH OPTIONAL STAINLESS STEEL SURFACE CARRIER AND SAND STRAINER. SURFACE MOUNT PER MANUFACTURERS SPECIFICATIONS. SEE http:// mostdependahle.com FOR FURTHER DETAILS. FOUNTAIN SUPPLIED AND INSTALLED BY WILAMALANF. . 11. LANDSCAPE BERM AT 1:4 SLOPE SEE LANDSCAPE PIAN LI.00. 12 PLAY EQUIPMENT FCR 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 116813. 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. DELETE UNDER BID ALTERNATE 13. 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 PR98SiT. CONTRACTOR TO SUPPLY AND INSTALL WITH FOOTINGS PER MANUFACTURERS SPECIFICATIONS. 17. PICNIC TABLE MODEL.• WXT/G-BAL BY PILOT ROCK. SURFACE MOUNT. COLOR: BLACK POWDER COAT FRAME ALUMINUM CLEAR ANODIZED TOP. SUPPUED AND INSTALLED BY VALLAMAUNE I8. RUBBER TILE INSTALLED UNDER SWINGS SEE DETAIL 4/C2.50. DELETE UNDER 010 ALTERNATE #3. 19.ASPR�T OF BIO AL�RNA��. CONTRACTOR TO INSTALL SKATE WALL SEE DETAIL 3&4/CZ51. 20. RAMP TO PLAY AREA SEE DETAIL 1/C2.51. DELETE UNDER BID ALTERNATE #3 AND REPLACE WITH FOREVER LAWN SAFETY SURFACING. 21. 8' LENGTH BENCH W17H BACK. MANUFACTURER: DUMOR, MODEL 160-60. SURFACE MCUNT. SUPPLIED AND INSTALLED BY WILL AMAL ANF 22 HOPSCOTCH. SURFACE APPLICATION INSTALLED BY OTHERS 23. AS PART OF BID ALTERNATE A2. CONTRACTOR TO SUPPLY AND INSTALL 20' x 20' PRE -MANUFACTURED PICNIC SHELTER. SHELTER BY ICON SHELTER SYSTEMS INC., AVAILABLE THROUGH ALLPIAY SYSTEMS LLC, PO BOX 1886, SEQUIM, WA 98382, 1-888-531-4881, EMAIL danielleBollplaysystems.mm. REFERENCE DUTCH HIP SHELTER DH2Ox2OM-P4. SEE SHEET C2.52 FOR PRELIMINARY DETAILS. MANUFACTURER TO SUPPLY FOUNDATION DESIGN AND ALL CONSTRUCTION DRAWINGS. CONTRACTOR TO POUR COLUMN 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 FIATWDRK AT SHELTER PER PIANS. NOTE ADJUSTMENT OF DESIGN TO SITTING AREA TO SOUTH WEST OF PLAYGROUND AS PART OF BID ALTERNATE #2 24. PARK WAYFINDING SIGN - BY OTHERS. 25. MAMFORCE BOLLARD MODEL # MCSP-SS2-S, BLACK, COLLAPSIBLE CONTRACTOR TO SUPPLY AND INSTALL TO MANUFACTURERS SPECIFICABONS 26. STRIPING. PROVIDE 4' MADE WHITE STRIPING AT BASKETBALL COURT AS SHOWN. SEE LAYOUT PUN FOR DIMENSIONS 27. MOUNTABLE CURB. REMOVE EXISTING CURB IN THIS LOCATION PER CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS STANDARD DRAWING 3-7. REPLACE WATH MOUNTABLE CURB PER CITY STANDARD DRAWING 3-5. SEE http: //www.springfield-ongov/city/development-puhlic-worim/standard-crostNCDon-speclReaNaeS-standard-dmwln9s/#300 Sheet Notes: A. SEE SPECIFICATION SECTION 012300 FOR ALL BIO ALTERNATES B. REFER CLOSELY TO LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY USTED DIMENSIONS PRIOR TO CONSTRUCTION. C. COORDINATE INSTALLATION OF IRRIGATION SLEEVES AND LATERALS WITH WLLAMALANE STAFF. 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 RENEW AND APPROVAL THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER RENEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR 15 RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. I. 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. Vmaoal�AXN 1Y u0mvbuYl4n m m I REVISIONS I c cz c//� J mon 7 OREGON C ES IYLZAZa Drawn 6y. SPO Date: 02.06.19 SCaIe AS SHOWN SHEET NO: C2.00 48" ww ry-- - NW - - - - -- --'row- -41--7VIV -- -- - I --r Site Plan - Detail Area Base Bid 0 20' 40' HORIZONTAL SCALE: 1' = 20'-0' Legend Summary of site furnishings & play equipment: Item NEW PLAYGROUND AREA SAFETY Installation SURFACE SEE DETAIL 2/C2.51 + * ++* ENGINEERED WOOD FIBER SAFETY BENCHES SURFACE SEE DETAIL 4/C2.50 J 4- DEPTH CONCRETE FLATWORK WITH J SCORE JOINTS. SEE DETAIL 1&2/C7 50 DRINKING FOUNTAIN 6' DEPTH CONCRETE FLATWORK WITH J SCORE JOINTS. SEE DETAIL 1k2/C2-50 501 PROPOSED CONTOURS AT 1' INTERVAL EXISTING SHRUBS RETAINED J PROPOSED PLANTER BEDS J SEEDED LAVH AREAS FPROPOSED (SEE LANDSCAPE PLAN) ElEXISTING LAWN TO REMAIN ,Jt,=NGINt;, WO FI.B IRRIGATION SLEEVES. J PICNIC SHELTER ALE11 EXISTING TREES TO REMAIN PROPOSED TREES -SEE LANDSCAPE PLAN Summary of site furnishings & play equipment: Item Purchase Installation iBY NUAMALANE BY CONTRACTOR BY WILLAMALANE BY CONTRACTOR BENCHES J J PICNIC TABLES J J DRINKING FOUNTAIN J J BIKE RACKS J J J J BASKETBALL H00P POST J PLAY EQUIPMENT J FOREVER LAWN BASE "ALT J J ,Jt,=NGINt;, WO FI.B J PICNIC SHELTER ALE11 BIO ALTERNATE EXTENT OF CONCI PLANTER BED. Keynotes: / 1. 4' DEPTH CONCRETE PAVING. SEE DETAIL 1&2/C2.50. REFER TO DETAIL 4/C2.50 AND 2/C2.51 FOR LOCATIONS OF THICKENED EDGES 2. 6' DEPTH CONCRETE PAVING. BE DETAIL 1d:2/C2.50. LENGTH BENCH WITH BACK MANUFACTURER DUMOR, MODEL.' 16G--60. SURFACE MOUNT. SUPPLED AND INSTALLED BY WILLAMALANF 4. NEW PLAY AREA SAFETY SURFACING. SEE DETAIL 2/C2.51. PRODUCT TO BE FOREVER LAWN PLAYGROUND GRASS ULTRA, WITH 2' SAFETYCEL PADDING AND ENVIROFIL INFILL PRODUCT SUPPLED BY OWNER AND INSTALLED BY CONTRACTOR, ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 321816. 5. NEW PLAY AREA FOR SWINGS WITH EN11,111m WOOD FIBER. SFE 11BTAIL 4/C250. AS PART OF BID ALTERNATE t3 INSTA I FOREVER LA SAFE A 7Y IRFACING IN P AY ARA FOR SWAN -c P R K YNOTE 4 SEE 0 TAI 2/C2,51 DELETE ENGINEERED WOOD FIBER AND PLAY AREA DRAIN (KEYNOTE 15) IF 810 ALTERNATE ACCEPTED. fi. USE ZONES FOR PLAY EQUIPMENT (TYPICAL). SEE PLAYGROUND EQUIPMENT INFORMATION FOLLOWING SPECIFICATION SECTION 116813 FOR MORE INFORMATION. 7. LITTER RECEPTACLE MANUFACTURER: ACTOR STANLEY, MODEL SOC -36. COLOR: POWDER COATED BLACK. SURFACE MOUNT. SUPPLED AND INSTALLED BY WILLAMALANE 8. BIKE RACKS. MANUFACTURER: RADIUS PIPE BENDING, MODEL -RPS HOOP STYLE, SURFACE MOUNT, COLOR BLACK. SUPPLIED ANO INSTALLED BY WILLAMALANE. 9. CONCRETE CURB. SEE DETAIL 4/C2.50. ADJUST UNDER 810 ALTERNATE ):T - SEE DETAIL 2/C751. 10. NEW DRINKING FOUNTAIN. CONTRACTOR TO PROVIDE POTABLE WATER SERVICE TO THIS LOCATION FROM 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 SPECIFICATIONS. SEE http:// masldependohle.com FOR FURTHER DETAILS FOUNTAIN SUPPLED AND INSTALLED BY WILLAMALANE . 11. LANDSCAPE BERM AT 1:4 SLOPE SEE LANDSCAPE PLAN U.00. 12. PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILIAMALANE. INSTALLED BY CONTRACTOR, ALL PLAY EQUIPMENT TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 116817. SEE APPENDIX A FOUAWING 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 BRAIN. SEE DETAIL 5/C250. DELETE UNDER 810 ALTERNATE }3. 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 INSTALL WITH FOOTINGS PER MANUFACTURERS SPECIFICATIONS. 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 WILLAMALANEINSTALLED BY 'ML�MA�E. 18. RUBBER TILE INSTALLED UNDER SWINGS SEE BET- 4/C250. DELETE UNDER 810 ALTERNATE 13. 19. AS PART OF 810AS PART OF 810 ALTERNATE 11./1. CONTRACTOR TO INSTALL SKATE WALL SEE DETAIL 3&4/C2.51. 20. RAMP TO PLAY AREA. SEE DETAIL 1/C2.51. DELETE UNDER 610 ALTERNATE j3 AND REPLACE PITH FOREVER LAWN SAFETY SURFACING. 21. 8' LENGTH BENCH WITH BACK. MANUFACTURER: OUMOR, MODEL• 160-60. SURFACE MOUNT. SUPPLIED AND INSTALLED BY WILLAMALANE 22 HOPSCOTCH. SURFACE APPLICADON INSTALLED BY OTHERS 23. AS PART OF BIO AI TERNATE /2. CONTRACTOR TO SUPPLY AND INSTALL 20' x 20' PRE -MANUFACTURED PICNIC SHELTER SHELTER BY ICON SHELTER SYSTEMS INC., AVAILABLE THROUGH ALLPLAY SYSTEMS LLC, PO BOX 1886, SEQUIN, WA 98382, 1-888-531-4881. EMAIL danielle6o0playsystems.cm. REFERENCE DUTCH HIP SHELTER OH2O.20M-P4. SEE SHEET C252 FOR PRELIMINARY DETAILS MANUFACTURER TO SUPPLY FOUNDATION DESIGN AND ALL CONSTRUCTION DRAWINGS. CONTRACTOR TO POUR COLUMN 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 SITING AREA TO SOUTH WEST OF PLAYGROUND AS PART OF BID ALTERNATE 12. 24. PARK WAYFINDING SIGN - BY OTHERS. 25. MAMFORCE BOLLARD MODEL I MCSP-SS2-S, BLACK, COLLAPSIBLE CONTRACTOR TO SUPPLY AND INSTALL TO MANUFACTURERS SPECIFICATIONS 26, STRIPING PROVIDE 4' NOE WHITE STRIPING AT BASKETBALL COURT AS SHOWN. SEE LAYOUT PLAN FOR DIMENSIONS. 27. MOUNTABLE CURB. REMOVE EXISTING CURB IN THIS LOCATION PER CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS STANDARD DRAWING 3-7. REPLACE WITH MOUNTABLE CURB PER CITY STANDARD ORAWING 3-5. SEE SHEET C5.00 - Sheet Notes: A. SEE SPECIFICATION SECTION 012300 FOR ALL BID ALTERNATES. S. REFER CLOSELY TO LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. G COORDINATE INSTALLATION OF IRRIGATION SLEEVES AND LATERALS WITH yWLLAMALANE STAFF. 0. 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. 517E 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 ESTABUSHED 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. I. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. .1 CONTRACTOR SNAI I RFFFR Tn sPFrlFlrAT10NS AND DETAILS FOR ADDITIONAL REQUIREMENTS. OR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS Site Plan - Detail Area Alternate #2 D 20' 443' V HORIZONTAL SCALE: 1' = 20'-0' ph tleae,wl mtl we elamMlm mehn had, Y ® 1 wM1�ntlm, Pat m ,R wa, pMhxa N agygn in 'a' REVISIONS Cz W L Cz a) n C _Cz CL a) 4-0 C/) 848 r.. 4Rt' aws F.. ',y OREGON V �a auovn�s `w PIPE ARC Y Drawn by. SPD Dote: 02.06.19 Scale AS SHOWN SHEET NO: C2.01 STRUCTURE, PAVED AREA, OR TOOLED CONTROL JOINT 3 DEPTH OF SLAB OBJECT ISOLATION JOINT - SEE UGHT BROOM CONCRETE FLATWORK DETAIL 2/C250. FINISH • ��,_, i• 3/8' NYLON W/ 1/2' ./\MIP REINFORCED TUBING J CONTRACTION JOINT - (WATER SUPPLY)__" SEE DETAIL 2/C2.50 I CONTRACTION JOINT Concrete Flatwork �+ SCALE: NTS SWING POSTS (TYPICAL). SEE SITE PLANS FOR LOCATIONS AND MANUFACTURER INSTALLATION DETAILS. SET DEPTH ACCORDING TO MANUFACTURERS SPECIFICATIONS STRUCTURE, PAVED AREA OR OBJECT CONCRETE FLATWORK ./ FLEXIBLE JOINT FILLER WITH REMOVABLE PLASTIC JOINT CAP. FLUSH WITH CONCRETE. 12 -INCH 04 SMOOTH REBAR EMBEDED AND ISOLATION JOINT EPDXIED 6 -INCH INTO EXISTING CONCRETE AT 18 -INCH O.C. AT ALL LOCATIONS WHERE NEW CONCRETE MEETS EXISTING NOTES: I. 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 --- 1/2 -INCH 1 o RADIUS ' J '•i •'--4' OR 6' DEPTH FIBER REINFORCED Ivtrlo�MiMJ'MYIYAtY�! I • �, CONCRETE PER SPECIFICATIONS - SEE 1=)—._ --IE=I.--•'- PLANS FOR LOCATIONS =I- _:�.: 6' DEPTH, BASE COURSE PER SPECIFICATION SECTION 312000 12 -INCH ¢4 SMOOTH REBAR EMBEDED AND COMPACTED SUBGRADE PER EPOXIED INTO CONCRETE AT ---SPECIFICATION SECTION O'INCH 18 -INCH O.C. AT ALL LOCATIONS WHERE NEW 312000 CONCRETE MEETS EXISTING NOTE: 1. JOINTS SHALL BE SPACED EVENLY, AS SHOWN ON ORAWANGS. 2. SEE SPECIFICATION SECTION 321313. Concrete Flatwork �+ SCALE: NTS SWING POSTS (TYPICAL). SEE SITE PLANS FOR LOCATIONS AND MANUFACTURER INSTALLATION DETAILS. SET DEPTH ACCORDING TO MANUFACTURERS SPECIFICATIONS STRUCTURE, PAVED AREA OR OBJECT CONCRETE FLATWORK ./ FLEXIBLE JOINT FILLER WITH REMOVABLE PLASTIC JOINT CAP. FLUSH WITH CONCRETE. 12 -INCH 04 SMOOTH REBAR EMBEDED AND ISOLATION JOINT EPDXIED 6 -INCH INTO EXISTING CONCRETE AT 18 -INCH O.C. AT ALL LOCATIONS WHERE NEW CONCRETE MEETS EXISTING NOTES: I. 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 RADIUS (TYPICAL) SPECIFIED DRINKING r FOUNTAIN ASSEMBLY --.1-1/2' AUC DRAIN UNE / .—SLEEVE _I--ROUCJ• CONCRETE CONNECT TO DCMESTIC +ATER UNE - SEE PLAN — -'P' TRAP IN DRAIN UNE NOTES: 1. WILLAMALANE STAFF TO INSTALL DRINKING FOUNTAIN ABOVE GRADE. 2. CONTRACTOR TO INSTALL BELOW GRADE ELEMENTS INCLUDING SUMP 3. SANITIZE WATER UNE TO DRINKING FOUNTAIN PRIOR TO ACTIVATION. 4' FIBER REINFORCED CONCRETE SIDEWALK PATH THICKENED EDGE ADJACENT TO PLAY AREA - SEE PLAN FOR LOCATIONS r MINUS CRUSHED ROCK BASE PER SPECIFICATIONS COMPACTED SUBGRADE PER SPECIFICATIONS _ GEOTEXTILE FABRIC SHALL CONSIST OF WOVEN, NEEDLE PUNCHED MINUS' CRUSHED ER SPECIFICATIOOCK N �/\\ \\�.'•. \\\�\ POLYPROPYLENE SUBSTRATE BONDED COMPACTED SUBGRADE PER1%\ FABRIC,TO A OWEIGHING SOa LESSPYIENE SPECIFICATIONS /� \ \\%\ COVER AREA NDICTHAN ATEDCLETELY ONPPLANS OVERLAPPING EDGES AT A MINIMUM Y OF 12". WRAP TOP AND SIDES OF NOTES: GRAVEL WITH FABRIC. 1. SEE DETAIL 6 THIS SHEET FOR LOCATION OF AREA DRAIN. 2. CURB SCORE JOINTS 0 10' O.C. MINIMUM OR AS SHOWN ON SITE PUN. CONCRETE FOOTINGS FOR -. PLAYGROUND POSTS WIDTH AND 3. EXPANSION JOINTS ®40' O.C. DEPTH PER PLAY EQUIPMENT 4. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF STRAIGHT CURB AND RADII. MANUFACTURERS SPECIFICATIONS. 5. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER OF 16' THICKNESS. S. SCORE JOINTS SHALL BE MINIMUM f WOE, Of DEEP, AND ROUNDED CORNERS 7. DELETE THIS DETAIL FOR BID ALTERNATE !3. REFER TO DETAIL 2/C2.51. typical Playground Section - Engineered Wood SCALE: NTS Location Drinking Fountain and Infiltration Su SCALE: NTS BLE TRANSITION wrvt,rtcr� wunrt 'LING 1_1/2" DRAIN PIPE I 1'-0' >t V-9' CONCRETE COLLAR 1-1/2" PVC DRAIN PIPE ADJACENT PLANTER GRADE BEYOND 2'x2'.2' 1-1/2" OPEN GRADED ROUND ROCK SUMP LINED WITH FILTER FABRIC GRADE TO CREATE DEPRESSION AT SUMP PLAN WwNvhp 6,tlw• v w.nu,lbn m m i�� pl vYTAI In. REVISIONS71 Co Cn 4— O lz E CD0 a)L Q iZ Cn CD E >� _:3 03 N U o m i T i -•a m ENGINEERED WOOD FIBER PER -�• " i '" •Y - SPECIFICATIONS. 15' DEPTH AFTER COMPACTION 6' MIN, DEPTH OF WASHED PEA GRAVEL ,�•.�i-_:'\ �\�.Y.� �: ��.— ter— � -�•.� .. \�. \iii 4 u NON -WOVEN FILTER FABRIC. WRAP '\\rr �, o= - .— o� O� ,off TOP AND SIDES. ��� 95% COMPACTED SUB -GRADE - - - =--5' SQUARE' L07-willama an Park and Rmmaan District CLEAN DRAIN ROCK 2' DIAMETER- __GGI848E • 4 ax NON WOVEN FILTER FABRIC WRAP TOP AND SIDES. iman aIDES. I -}I I r'� u E•- OREGON �a w PE ASTM C-33 SAND - NOTES ow.a oz2a24 _ 1. LOCATE AREA DRAIN IN APPROXIMATE CENTER OF ENGINEERED FREE GRAINING MATERIAL WOOD FIBER AREA. LOCATION SHALL BE COORDINATED WITH Drawn 6W, SPO ALL FOOTINGS ASSOCIATED WITH PLAY STRUCTURES. IF Oate: 0206.19 CONFLICTS OCCUR, NOTIFY OWNER. 2. ENSURE EXCAVATION DEPTH FOR AREA DRAIN REACHES FREE Scde:AS SHOWN DRAINING MATERIAL 3. DELETE THIS DETAIL UNDER BID ALTERNATE 43 SHEET NO. Play Area Drain SCALE: NTS - C2.50 ml ENGINEERED WOOD FIBER SAFETY----) SURFACE SHALL BE 'PLAY 1 o CONCRETE CURB )C RADIUS (TYPICAL) FINISH GRACE PER PLANS 9' ' AWAYBY LANE FOREST PRODUCTS OR APPROVED EQUAL, SHALL BE INSTALLED TO A COMPACTED DEPTH OF 15" " r GRID OF (12) 8'.6'X4.75" RUBBER a SAFETY TILES JOINED TOGETHER BY TABS AND LAID UNDER SWINGS ON GEOTEXTILE SURFACE. WALLAMALANE TO SUPPLY TILES. CONTRACTOR TO INSTALL SEE SITE PLAN FOR Ivtrlo�MiMJ'MYIYAtY�! I I LOCATIONS. RADIUS (TYPICAL) SPECIFIED DRINKING r FOUNTAIN ASSEMBLY --.1-1/2' AUC DRAIN UNE / .—SLEEVE _I--ROUCJ• CONCRETE CONNECT TO DCMESTIC +ATER UNE - SEE PLAN — -'P' TRAP IN DRAIN UNE NOTES: 1. WILLAMALANE STAFF TO INSTALL DRINKING FOUNTAIN ABOVE GRADE. 2. CONTRACTOR TO INSTALL BELOW GRADE ELEMENTS INCLUDING SUMP 3. SANITIZE WATER UNE TO DRINKING FOUNTAIN PRIOR TO ACTIVATION. 4' FIBER REINFORCED CONCRETE SIDEWALK PATH THICKENED EDGE ADJACENT TO PLAY AREA - SEE PLAN FOR LOCATIONS r MINUS CRUSHED ROCK BASE PER SPECIFICATIONS COMPACTED SUBGRADE PER SPECIFICATIONS _ GEOTEXTILE FABRIC SHALL CONSIST OF WOVEN, NEEDLE PUNCHED MINUS' CRUSHED ER SPECIFICATIOOCK N �/\\ \\�.'•. \\\�\ POLYPROPYLENE SUBSTRATE BONDED COMPACTED SUBGRADE PER1%\ FABRIC,TO A OWEIGHING SOa LESSPYIENE SPECIFICATIONS /� \ \\%\ COVER AREA NDICTHAN ATEDCLETELY ONPPLANS OVERLAPPING EDGES AT A MINIMUM Y OF 12". WRAP TOP AND SIDES OF NOTES: GRAVEL WITH FABRIC. 1. SEE DETAIL 6 THIS SHEET FOR LOCATION OF AREA DRAIN. 2. CURB SCORE JOINTS 0 10' O.C. MINIMUM OR AS SHOWN ON SITE PUN. CONCRETE FOOTINGS FOR -. PLAYGROUND POSTS WIDTH AND 3. EXPANSION JOINTS ®40' O.C. DEPTH PER PLAY EQUIPMENT 4. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF STRAIGHT CURB AND RADII. MANUFACTURERS SPECIFICATIONS. 5. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER OF 16' THICKNESS. S. SCORE JOINTS SHALL BE MINIMUM f WOE, Of DEEP, AND ROUNDED CORNERS 7. DELETE THIS DETAIL FOR BID ALTERNATE !3. REFER TO DETAIL 2/C2.51. typical Playground Section - Engineered Wood SCALE: NTS Location Drinking Fountain and Infiltration Su SCALE: NTS BLE TRANSITION wrvt,rtcr� wunrt 'LING 1_1/2" DRAIN PIPE I 1'-0' >t V-9' CONCRETE COLLAR 1-1/2" PVC DRAIN PIPE ADJACENT PLANTER GRADE BEYOND 2'x2'.2' 1-1/2" OPEN GRADED ROUND ROCK SUMP LINED WITH FILTER FABRIC GRADE TO CREATE DEPRESSION AT SUMP PLAN WwNvhp 6,tlw• v w.nu,lbn m m i�� pl vYTAI In. REVISIONS71 Co Cn 4— O lz E CD0 a)L Q iZ Cn CD E >� _:3 03 N U o m i T i -•a m ENGINEERED WOOD FIBER PER -�• " i '" •Y - SPECIFICATIONS. 15' DEPTH AFTER COMPACTION 6' MIN, DEPTH OF WASHED PEA GRAVEL ,�•.�i-_:'\ �\�.Y.� �: ��.— ter— � -�•.� .. \�. \iii 4 u NON -WOVEN FILTER FABRIC. WRAP '\\rr �, o= - .— o� O� ,off TOP AND SIDES. ��� 95% COMPACTED SUB -GRADE - - - =--5' SQUARE' L07-willama an Park and Rmmaan District CLEAN DRAIN ROCK 2' DIAMETER- __GGI848E • 4 ax NON WOVEN FILTER FABRIC WRAP TOP AND SIDES. iman aIDES. I -}I I r'� u E•- OREGON �a w PE ASTM C-33 SAND - NOTES ow.a oz2a24 _ 1. LOCATE AREA DRAIN IN APPROXIMATE CENTER OF ENGINEERED FREE GRAINING MATERIAL WOOD FIBER AREA. LOCATION SHALL BE COORDINATED WITH Drawn 6W, SPO ALL FOOTINGS ASSOCIATED WITH PLAY STRUCTURES. IF Oate: 0206.19 CONFLICTS OCCUR, NOTIFY OWNER. 2. ENSURE EXCAVATION DEPTH FOR AREA DRAIN REACHES FREE Scde:AS SHOWN DRAINING MATERIAL 3. DELETE THIS DETAIL UNDER BID ALTERNATE 43 SHEET NO. Play Area Drain SCALE: NTS - C2.50 ml _ I 1YgtI�' I ENLARGED AREA 1 0 S I Yom/ I SEE DETAIL THIS I J SHEET PROPOSED _ EXISTING I © WATER METER 'WATERLINE REVISIONS ---- FILTER STRIP .. QCs I•,li `y> '6h - -W�'- - WASTEWATER PIPE GRAIN ROCK TRENCH h STORM PIPE � C✓ 1 - .. : I - ; CONCRETE (4' THICKNESS) ' APPROX. LOC OF I - --- SUB CONOUR 5.00 P.UE (.R' �I 3j 7.00 P.U.E / „h _r.,f11/ �iCONCRETE (6" THICKNE55) -- -------—�—�� — i/ z,/% 1 ----- ---- -- '< — — — — — — — — — — .. .. f Y 00 7.00 P.U.E -`` , 500 - i - ., •� ° U) f� S Qt L W 121fcz E 0— CL ` 110- FL (Sw)=94.J4 E �+ 700 P.U.E. 4 /. 7.00 P2[ :( S. 51 ST. PL a) RIM -496.54 (50' RIGHT-OF-WAY) UTILITY NOTES }J 10' FL (SE)=49J.24 I THE LOCATION OF EXISIINC UNDERGROUND UTILITIES ARE SHOWN IN AN AP➢ROXINAIE WAY ONLY AND NAVE NOT BEER 10' FL (NW)=497.48 s f I 7.00 P.U.E. �n , INOEPENOENTLY VERIFIED BY THE OWNER OR !f5 REPRESENTATNE TI1E CONIRACYOR SHAG ETERMINE IHE EXACT LOCATION OF I_?.1 ! �— ' a All EXISTING UDLITIES BEFORE COMMENCING h17RK, AND AGREES ro BE FULLY RESPONSIBLE' FOR ANY AND ALL OM/ACES WHICH ,Q 7• - = / MIGHT BE OCCASIONED BY THE CONTRACTOR'S FXURE TO EXACTLY LOCATE AND PRESERVE ANY AND All UNDERGROUND UTILITIES. Z Q) THE CONTRACTOR SHALL COMACT OREGON ONE-.'AL.I. AT (800) 232-23" TO INDICATE EXISTING UTILITIES AT LE45T 48 HOURS � PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL TAKE PRECAUTIONARY MELSURES TO PROTECT THESE UTILITIES THE CbN1RACT0R SHALL 00 NO EXGVAAON UNTIL ALL UTIUlY AGENCIES ANO iNE CITY NAVE BEEN NOTIFIED AND HAVE BEEN OPEN w m THE OPPORTUNITY TO MARK THEIR FACILRES IN THE FIELD -7 1. AT ER START UT CONSRN SITE.. THE CONTRACTOR SHALL VE THE THE LOCATION. SOF CN AND ON IF TYPE FOR ALL IX017 UNDER FROMO AI, sHo ON SITE ACROSS THE SITE AND AT THE INDICATED S POINTS GI CONNECTION INC IF 1AI EXISTING CONDITIONS r _ - -: •:1�� WFTER FROM THAT SHOWN ON THE PLAN THE CONTRICTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDLAIELY ( {.S M1 ]. SITE PLUMBING SHALL CONFORM TO THE MOST RECENT VERSION OF ME OREGON PLUMBING SPECIALTY CODE AND ,ho STORM MH RIM 498.92\.. � - \ �" MANUFACTURER'S SPECIFICATIONS r 1 10' FL (N=1949 0..00 ti= 4. ALL WORK WIRIIN PUBLIC RIGHT-OF-WAY SHALL BE PER LILY OF SPRINCF7EL0 PUBLIC WORKS RE'OUIFENFNTS. CONDUCTOR 10" FL (E)=490.96 'i^ / Y .R+n'•� - SHALL OBTAIN GTY PERMITS FOR WORK WITHIN RICHT-OF-WAY. T 500 P.V.E. i00 PUE 7.00 RUE KEY NOTES I l 5.00P. U. EJ O NEW 2_ WATER SERVICE WITH I I/2- WATER METER. COORDINATE SERVICE CONNECTION WITH 5.00 P.U.E. S:pO3 C I STORM MH� % 101 SPRINGFIELD UTILITY BOARD 1 14.00 PU.E RIM -499.88 7.00 PU.E 03 1 1/2• RP BACKFLOW ASSEMBLY FOR IRRIGATION AND J/4' RP BACKFLOW ASSEMBLY FOR FOUNFAN - 700 PILE. ;' 10' FL (NE)=491 1 SUPPLIED AND INSTALLED BY OWNER. + IO' FL (W)=491. n \ ?: I '•r IS' FL (S)=491. 0 •' / �ry0 I 104 J" BEFl4CE TO IRRIGDON SYSTEM -SUPPLIED ANO INSTALLED BY OWNER. L.L CONSTRUCT �' AIX WATERLINE TO DRINKING FOUMAIN PER OETAIL 3, SHEET C5.00. CAP ENDS AND MARK WMH 274' W000 STAKE _^ Q I 121 END WATER UNE. j y9 �titie 4� sCONDUIT WILL BE ON SITE �O 500 WTF��SEPARA ON AT LOCA RME�OF CONSTRUCTION. E WRIER LINE ADJUSTED TO REFLECT A NIMUM O WASTE WATER MN- •I I 1: RIM=499.96 7.00 P. 4E' \ 7.00 FSE MG,anch DPNEERING= l E I _.\ SinceE9'7 civil • transportation structural• geotechnical 1 BL UEBELLE WAY 5 0 R V E Y I N G LNp IVZ '� `'-- (60' RIGHT-OF-WAY) __----_—__ , wi ama ane r• Park and Recreaa Suitt 14 of �'= II—�--------- � �- --- J �� ••�� I PROFFss 4 Imo mAlt 1116 A f— — — — — — ,.... — — — — — 7wc 700 PUE 1•r]12 } NO y ^tel 0 20' 40' Drawn 6Y MO ! Enlarged Area Ode: 02.06.19 - f� I !- Scale: AS SHOWN HORIZONTAL SCALEN I' EO' -O' - SHEET NO: Q I Utility Plan 0 30' C3.00 2 AY) 15B 0' L (N)=490.49 (v HORIZONTAL SCALE; I' = 30'-0' WAY) = 15' FL (S)-490.39 PROTECT EXISTING SOIL R VEGETATION WHERE PRACTICAL FOR DISTURBED AREAS PUNT M/ FILTER STRIP SEED MIX IMPERVIOUS AREA AT MFG. SPECIFIED APPUCARON RATE FLOW 5' MIN 1-59. SLOPE —1'-0' MIN. GROWING MEDIUM OR NATIVE SOIL IF THE EXISDNG VEGETATION REMAINS UNDISTURBED I PROVIDE E PROLNOTES I, 11170470E PROTECTION FROM ALL TRAFFlC, EQUIPMENT STAGING, AS WELL AS FOOT TRAFFIC FOR PROPOSED INFlLiRARON AREAS PRIOR TO ANOD DURING CONSTRUCTION. 2. DIMENSIONS: a. FLOW UNE LENGTH: 5' MWIMUM. A _ SLOPES 0.5 - IDR 3. SETBACKS (FROM BEGINNING OF FACILITY): P. 5' FROM PROPERTY UNE C. IOFT ,FROM BUILDINGS 5OFF FROM WETLANDS, RIVERS STREAMS. AND CREEKS WHERE REQUIRED. 4. COLLECTION DEPRESSION. P. LONGITUDINAL SLOPE SHALL MATCH AD ACENT SIDEWALK OR 0.5% MINIMUM 5. OVERFLOW: GRADING SHALL BE SUCH THAT COLLECTION FROM FILTER STRIP CAN DISCHARGE TO STREET. 6. EXISTING UN06TURBED VEGETATED AREAS CAN BE USED AS FILTER STRIP. FOR 01STURBED AREAS ADIACENT TO SIDEWALKS, SEED PER LANDSCAPE PUNS. 7 VEGETATION. THE ENTIRE FILTER STRIP MUST HAVE IOOX COVERAGE BY FILTER STRIP SEED MIX OR UNDIS URGED -EXISTING VEGETATION. 8. CONTRACTOR TO REMOVE COMPACTED AND OVSTURBED SOILS AND SCARIFY THE SUBCRADE SURFACE, WHERE FILTER STRIP OCCURS AT A LOCATION USED FOR CONSTRUCTION ENTRANCE, STOCKPILING. STAGING FILTER STRIP NOT TO SCALE 50DA.RD CURB & GUTTER MOUN(ASU_ (A)R8 :c >UTTEr. �I! 1;4 LIP BETWEEN 'WEEP PIPE j-T—JS OS" HOLE d: `URC+- F11.1 UNE 1/2' RADIOS (TYPKALI r[' I -- lit" RADIUS IFYPICAI.) a0Pf 5 4 EXTRUDED CURE FULL DEPTH CURB -6 • T -- 7 I/2' F l •,aYLMCNi 6' WEEP NOF• STILE A PLACED AI 15' a- ON AS DIENE iFTUR M L' RIM 'D ilDIIIA 3-O FOR URTAI IAIIDN DETAtls. N NEW -- -- WKaT''LCTKM RACE (THIRACDOA JONT !Rv a ii TENT OF >FE — - - - — CONTRAITON _DINTS .+g 15 FEET D.C. MAX - C1 NON Y'RUOD UNCI IE k3 k GUTTER FURS I Al -INCH ,1 K-EFORM�D FARM 10, .10147 HALL B� PAf.EO O F T ax_ IN O F CONTRACTION JOHN Ts) ANO WHERE MOVEMENT _ AN11CIPNEED CURB 'NO TREATMENT "Oy' c[PAN.IGN JOIN. Z } ~ - h N+! � 'Rfl RVEF 'aM IPYS _� NOTES # WHERE CONCRETE PAVEMENT WILL BE LASED, COKTWTK)N JOINTS SNAIL BE PLACED TO MARDI TRANSVERSE CONTRACTION JOINT LOCATIONS IN STREET PAVEMENT AND 24' 15 BEN DE 846 SHALL BE RACED W GREEN FANCRETE. tlr NRB ANOIA® OUTPUT SURFACES AWL HAVE A BROOM FINISH PARALLEL TO THE LENGTH OF THE C Ae SEEWAIn AR;M RAMPS. AND RESIDENTIAL DRIVEWAYS AWL BE 3030 P9 FIELD STRENGTH (3451 PA UB STRENGTH) 6.0 SICK MX CONCRETE * CURBS 8 COMMERCIAL DRIVEWAYS SHALL BE 3500 PS MELD SEBENGTH (4025 PSI UB STRENGTH) 6.3 CMX w COMAETE 4' CURB + GUTTER NOT TO f SCALE ]NIYEnNY N07 CRDSS SSPROPERTY `PERSIA CN xIHOI -'SHAT PROPERTY UNE PROJEC'IOM GROWING MEDIUM -GEOmnLE FILTER FABRIC CRAIN ROCK 3 NOTES. 1. GROWING MEDIUM: a4CKFILL WITH 6' MINIMUM COVERING DRAIN ROCK TRENCH. 2, GEOTEXDLE FILTER FABRIC. ;WRAP ALL SIDES b. IAP EDGES 12' MINIMUM. J GRAIN ROCK. PROVIDE 12" SO SECTION OF" -I' (AASHTO J57) CLEAN CRUSHED AGGREGATE 2 DRAIN ROCK TRENCH NOT TO SCALE R FL SAMCUT A' JEEP (MIN) AS CLOSE Q THE CURB AS FRAMABLE T. URB GJ110 BAB . ANCwT, CJRB REMOVAL CURB REPLACE407 FOR DRIVEWAY OR RAMP PLACEMENT WITH; STANDARD CLIRB H L 1 N OTES • EXSTN6 GUTTER PAR SHML NOT BE REMOVED 07HOUT PRIOR APPROVAL BY THE CITY # CURB CUT WATER SHALL BE IN ACCORDANCE WITH PERMIT • ALTERNARVELT. CURB CUTS WAY BE SAM USN: THE ?RECISION CUT' METHOD OR EOUNAENT 4: SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRNEWAYS SHALL BE M PSI FIELD STRENGTH (3450 PO LAB SIRDEGM) 6.0 SACK MIX CONCRETE k CURBS a COMMERCIAL pWEWAYS SAW. BE 35M PA FIELD STRENGTH (4025 PA L48 STRENGTH) 6.3 90 MIX CONCRETE 5 CURB REMOVAL + REPLACEMENT NOT TO v SCALE WITHIN PAVED AREA PAVING STRUCTURE COCTED 314'MPA-0 CR-�'.v,.. OUTSIDE - UNDISTURBED PAYED AREA SOIL _ II COMPACTED 2 2 NATIVE i F TI'' BACKFILL O 3 — } Y 3' MIN. BEDDING `PROVIDE TRACER WIRE ( AS REQUIRED PER LOCAL CODE. fi .M. PIPE SIZE AND TYPE — PER PLANS UNDISTURBED SUBGRADE NOTE' AT CONTRACTOR'S 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. TYPICAL UTILITY TRENCH NOT TO L SCALE tAWRFmmo, 4cIm% - vmx\ Xo wS\CN SVOMAY. `K%% ,t� ON avmk -,,Tmnt A. 1 � txamAsoA VZOA%ss ft C81AS91N"- - N1aCNV FIS?MGM MNk\% % W% VMLAL ?V03ML CURBSIDE SIDEWALK ��yTY�1 O16UIG FmIRC �1 NA1E A,rt_ _ N � gOPe TO P♦� I ti \ IMwYO 0101 MIME!' , PER RN6 (+ TV -11 I� s MAY: rv,y,yI LOAM UNE n 2" MINIMUM OF 3/4" MINUS - '-FTRM COMPACTED SUBfJMOE COMPACTED CRUSHED ROCK CRUSHED ROgL RAUAST— 4' MINIMUM P.C. CONCRETE RILED PERM TO STREET PAYF@NT SETBACK SIDEWALK NA . -_10 _UNE f) i105111I E, TTiLM AOW 60:1 NAX IMAM a10 A OIIIEi IIGAWI SD6 RW RR L1N6 W' TIPKN) mEYWR ROAM RR q"rte s. �'rr ;Tt/// LL \\ `6' MINIMUM LOAMJ V 1 `FlIW COMPACTm 91BGP10EY CRUSHED ROCK BIilASf I- IY 2" MINIMUM OF 3/4' MINUS �f COMPACTED CRUSHED ROCK PAM PRIOR TO STREET PAVERERT 4' MINIMUM P.C. CONCRETE NOTES k IID ANNERWUNO FACILITIES (FIRE REMNANTS, POWER POLES, CATCH BARNS, VPLYFS, J -BOXES, EIC.) SHALL BE PERMITTED WON ME SALIVA% AREA k ALL SINACE5 SHALL HAVE A BROOM FIKSH. * SIDEWAJ6, ACCESS RAMPS. AND RESIDFNRAL DRIVEWAYS SHALL BE 3003 PSI [TED STRENGTH (3450 PA US STRENGTH) 6.9 SNCK MIX CONCRETE * CURBS d COMMERCIAL ORNEMAYS SHALL HE 35DO PD FIELD STRENGTH (4025 PSI UB STRENGTH) 6.3 SACK MIX CONCRETE 6 , SIDEWALK CONSTRUCTION NOT TO " SCALE JebMl YnetlFv¢etl M.Peve a w.bWm ur ve P:d:aN.a 6r .wrMr a I REVISIONS 1 VJ Co r - Co aj anch. ENGINEERING BTRCW 1 civil • transportation' structural . geotechnical SURVEYING ��Q 9PLARr 5.?AAp� . F� LANE6 r y.- MD2.06.19 SHOWN O: C5.00