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HomeMy WebLinkAboutPlan, Final APPLICANT 11/21/2016r ; M OWNER/LANDSCAPE DESIGNER WILLAMALANE PARKS AND REC. DISTRICT 250 SOUTH 32ND STREET SPRINGFIELD, OREGON 97478 OFFICE: (541) 736-4050 CONTACT: KRiSTINA KOENIG EMAIL: kristinak@willamalane.org SURVEYOR FORD AND ASSOCIATES, LLC. CONTACT: RYAN SiSSON 399 E. 10TH, STE 208 EUGENE, OREGON 97401 OFFICE: (541) 344-1852 EMAIL: RSISSON@FNFINC.NET 18th & H PARK IMPROVEMENTS 18TH & H -ST RINGF1 L1'GON SITE DATA LOCATION MARYLHURST PARK 18TH &HST. SPRINGFIELD, OREGON 97477 PF TAX MAP: 17-03-36-21 TAX LOT: 0400 `irwairm-almallogg `, AREA OF PARK PROPERTY = 0.24 ACRES TOTAL AREA OF DISTURBANCE = 0.32 ACRES* *Total Area of Disturbance includes approximately 763 SF of adjacent property owned by Da/ea Polak of 845 985th St. This property is to be landscaped and maintained by WPRD through a maintenance agreement between WPRD and owner. !t also includes approximately 2,500 SF of property within the public right of way. EXISTING CONDITIONS THE EXISTING SITE IS CURRENTLY UNIMPROVED AND CONSISTS OF 2 LARGE TREES, A SIDEWALK, AND LAWN. PROPOSED CONDITIONS THE SCOPE OF THE PROJECT CONSISTS OF ADDING THREE SMALL PLAYGROUND ELEMENTS: A SLIDE, A SMALL SWING SET, AND A SPINNER. THE PLAYGROUND AREA WiLL BE SURFACED WITH ENGINEERED WOOD FIBER. THE EXISTING SIDEWALK WILL BE REPLACED AND NEW WALKWAY WILL BE ADDED THROUGH THE CENTER OF THE SITE, ALONG WITH A BENCH AND SOME LANDSCAPE IMPROVEMENTS. THE TWO LARGE SWEETGUM TREES WILL BE REMOVED AND REPLACED. SOIL TYPES ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE WEBSITE MAPPING SERVICES, THE EXISTING SOIL TYPE IS AWBRIG-URBAN LAND COMPLEX (NRCS SOIL #6) AND COBURG-URBAN LAND COMPLEX (NRCS SOIL #32.) TIME OF TRAVEL ZONES THE ENTIRE SITE IS WITHIN THE 10 YEAR TIME OF TRAVEL ZONE ACCORDING TO THE SPRINGFIELD WELLHEAD PROTECTION MAP. CUT/FILL CALCULATIONS BASE BID CY CUT 214 FILL 214 SHEET INDEX G0.0 COVER SHEET S1.0 EXISTING CONDITIONS L1.0 DEMOLITION AND TREE PROTECTION PLAN L2.0 SITE PLAN L3.0 LAYOUT PLAN L4.0 GRADING PLAN L5.0 LANDSCAPE PLAN L6.0 IRRIGATION PLAN �PZA Lo- 0035 Si� PUwt 2evt'e�kj �I i I I GxYI �lG� P� I of- g' FINAL SITE PLAN NOVX' 2016 SHEET NO: This document and the information contained herein may not be copied or reproduced without express written permission of V19ksndane Park and Recreation District Unauthorized dW=re or construction use are prohibited by copy*t law. REVISIONS V i -P-0 C C: -� CL a� _ a, C: CO > O W 4 DO ® Cn w 06 Q Z s 00 a W V Q W V i.;.i LU LU ,.flatnW Ark and R�ci�arf C3iStffcf'. Drawn by. KMK Date: 11.3.16 Scale: AS SHOWN SHEET NO: DeIr"llolition PSCALE: 1" = 10'-0" DEMOLITION PLAN NOTES: 1. ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL EMPLOY A UTILITY LOCATING SERVICE 48 HOURS PRIOR TO ANY EXCAVATION AND HAVE ALL UTILITIES LOCATED AND MARKED. ANY DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR. 2. CONTRACTOR SHALL VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 3. WILLAMALANE MAKES NO GUARANTEES AS TO THE ACCURACY AND COMPLETENESS OF THE TOPOGRAPHIC FEATURES. EXISTING SITE FEATURES AND UTILITIES IDENTIFIED ON THIS PLAN ARE BASED ON SURVEYS PROVIDED BY OTHERS AND MAY NOT REFLECT EXACT SITE CONDITIONS AT THE TIME THE PROJECT IS BID OR CONSTRUCTED. ALL CONTRACTORS ARE RESPONSIBLE TO VERIFY THE LOCATION, HORIZONTAL AND VERTICAL, OF ALL TIE IN POINTS PRIOR TO COMMENCING CONSTRUCTION. 4. DEMOLITION OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH STATE AND LOCAL CODES, RULES, REGULATIONS, ETC. REMOVE DEBRIS, SOIL AND OTHER MATERIALS RESULTING FROM DEMOLITION FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. DO NOT ALLOW THE ACCUMULATION OF DEBRIS TO DELAY PROGRESS OF THE WORK. 5. WET DOWN AREAS AFFECTED BY THIS WORK TO PREVENT DUST AND DIRT FROM BECOMING AIRBORNE. 6. CLEAN DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATORS AS DIRECTED BY THE OWNER OR OWNER S REPRESENTATIVES. PRESERVE AND PROTECT ADJACENT AREAS FROM DAMAGE CAUSED BY DEMOLITION OPERATIONS. 7. THE PROJECT SPECIFICATIONS AND REQUIREMENTS, RULES, REGULATIONS, ETC. OF APPLICABLE REGULATORY AGENCIES SHALL BECOME A PART OF THESE NOTES AS IF REPRODUCED IN FULL. WHERE CONFLICTS OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. 8. ANY DAMAGE WHICH OCCURS OUTSIDE CONSTRUCTION LIMITS DUE TO CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 9. CONSTRUCTION FENCE LOCATIONS SHOWN ARE THE MINIMUM REQUIRED TO BE INSTALLED BY THE CONTRACTOR. IF REQUIRED TO REMOVE FENCING TEMPORARILY FOR ACCESS OR CONSTRUCTION, THE CONTRACTOR SHALL MAKE ALL EFFORTS TO ENSURE NO DAMAGE OCCURS TO ANY PLANT MATERIAL. 10. PRESERVE AND PROTECT ALL MANHOLE COVERS, VALVE BOXES ETC. PROVIDE COLLARS AROUND THESE FACILITIES AND ADJUST ELEVATIONS OF ALL LIDS/COLLARS AS REQUIRED TO BE FLUSH WITH FINISH GRADE. 11. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN AS PART OF ENCROACHMENT PERMIT APPLICATION. 12. WELLHEAD PROTECTION NOTES: • ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OF OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. • CHEMICAL HANDLING, STORAGE AND USE: CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORMWATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORMWATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. • EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORMWATER DRAINAGE SYSTEM. • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. LEGEND ®_ PROJECT BOUNDARY PROPERTY LINE EXISTING STORMWATER LINE EXISTING SEWER LINE EXISTING FENCE To Remain EXISTING OVERHEAD ELECTRIC To Remain EXISTING TREE To Be Removed EXISTING HARDSCAPE To Be Removed EXISTING SOFTSCAPE To Be Removed 6 -FT. 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ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL EMPLOY A UTILITY LOCATING SERVICE 48 HOURS PRIOR TO ANY EXCAVATION AND HAVE ALL UTILITIES LOCATED AND MARKED. ANY DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR. 2. CONTRACTOR SHALL VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 3. WILLAMALANE MAKES NO GUARANTEES AS TO THE ACCURACY AND COMPLETENESS OF THE TOPOGRAPHIC FEATURES. EXISTING SITE FEATURES AND UTILITIES IDENTIFIED ON THIS PLAN ARE BASED ON SURVEYS PROVIDED BY OTHERS AND MAY NOT REFLECT EXACT SITE CONDITIONS AT THE TIME THE PROJECT IS BID OR CONSTRUCTED. ALL CONTRACTORS ARE RESPONSIBLE TO VERIFY THE LOCATION, HORIZONTAL AND VERTICAL, OF ALL TIE IN POINTS PRIOR TO COMMENCING CONSTRUCTION. 4. DEMOLITION OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH STATE AND LOCAL CODES, RULES, REGULATIONS, ETC. REMOVE DEBRIS, SOIL AND OTHER MATERIALS RESULTING FROM DEMOLITION FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. DO NOT ALLOW THE ACCUMULATION OF DEBRIS TO DELAY PROGRESS OF THE WORK. 5. WET DOWN AREAS AFFECTED BY THIS WORK TO PREVENT DUST AND DIRT FROM BECOMING AIRBORNE. 6. CLEAN DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATORS AS DIRECTED BY THE OWNER OR OWNER S REPRESENTATIVES. PRESERVE AND PROTECT ADJACENT AREAS FROM DAMAGE CAUSED BY DEMOLITION OPERATIONS. 7. THE PROJECT SPECIFICATIONS AND REQUIREMENTS, RULES, REGULATIONS, ETC. OF APPLICABLE REGULATORY AGENCIES SHALL BECOME A PART OF THESE NOTES AS IF REPRODUCED IN FULL. WHERE CONFLICTS OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. 8. ANY DAMAGE WHICH OCCURS OUTSIDE CONSTRUCTION LIMITS DUE TO CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 9. CONSTRUCTION FENCE LOCATIONS SHOWN ARE THE MINIMUM REQUIRED TO BE INSTALLED BY THE CONTRACTOR. IF REQUIRED TO REMOVE FENCING TEMPORARILY FOR ACCESS OR CONSTRUCTION, THE CONTRACTOR SHALL MAKE ALL EFFORTS TO ENSURE NO DAMAGE OCCURS TO ANY PLANT MATERIAL. 10. PRESERVE AND PROTECT ALL MANHOLE COVERS, VALVE BOXES ETC. PROVIDE COLLARS AROUND THESE FACILITIES AND ADJUST ELEVATIONS OF ALL LIDS/COLLARS AS REQUIRED TO BE FLUSH WITH FINISH GRADE. 11. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN AS PART OF ENCROACHMENT PERMIT APPLICATION. 12. WELLHEAD PROTECTION NOTES: • ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OF OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. • CHEMICAL HANDLING, STORAGE AND USE: CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORMWATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORMWATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. • EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORMWATER DRAINAGE SYSTEM. • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. LEGEND ®_ PROJECT BOUNDARY PROPERTY LINE EXISTING STORMWATER LINE EXISTING SEWER LINE EXISTING FENCE To Remain EXISTING OVERHEAD ELECTRIC To Remain EXISTING TREE To Be Removed EXISTING HARDSCAPE To Be Removed EXISTING SOFTSCAPE To Be Removed 6 -FT. CHAINLINK CONSTRUCTION FENCE WITH LOCKABLE VEHICLE GATES See Specifications Nc ClI NOV 1 4 20116 folenner: _a _ This document and the information contained herein may not be copied or reproduced without egress written perniaeon of Willanalone Pak and ReaecUon Dbtrict. Unauthorized disclosure or construction use ore prohibited by oopyriot law. REVISIONS 0) 4-+ 0 CZ ^C^♦♦ - W CL E Z C C: CO > � OjCt� i 4-j v cO cD r �'' CD w 06 Q z � v100w � T z CL z 0 0 2 W F_ W W ft Aft P'iC Btlft Dittirk , ° 848 ° �. imon Daws OREGON 02/04/2015 �C`�AE ARG\' EXPIRES 02.28.17 Drawn by. KMK Date: 11.3.16 Scale: AS SHOWN SHEET NO: Site Plan Review H ST. woo slow 10M MM Nam somm smaw 000 000 0100 .... . ...... . 000 000 0000 - '00* 7 REPLACE EXISTING SIDEWALK PER CITY OF TRE V.. C -Y PROVED STRIEET* E. SPRINGFIELD STANDARD 10, -andscape- Plan DRAWING 3-12 See L PROTECTION ZONE 04ALL UPGRADE CITY OF SPRINGFIELD STANDARD ENGINEERED WOOD FIBER LED LIGHT HEAD 0." CONCRETE HEADER CHILDREN. S PLA -1 ....... MENT ;EQUIP. Y ... .................... ....... ......... T NEW'LAWN 1V NEW', V�%. .... X7A �'CONCRETE ....... .... ...... ......... .......... 'WALK. 1.17*%7.7�707 CITY P ROVED PARK ENTRANCE SIGN ...... 20' S'ETBA �K STREET FbR.UNDER A 0 VERHEAD POWER LINES. ... ......... El cf)­­­- BENCH ........... TZ Owner Furnished, .... ... Contractor Installed 00 V, i> C�- E BOLLARD LIJ TRASH CAN CL E BIKE PARKING 3 Hoop Style Spaces NEWLAWN N. A� CURB REPAIR ram See Alternate 1 Note �0 .......... PLANT BED TO BE PLANTED AND MAINTAINED BY WPRD PER AGREEMENT WITH OWNER OF 845 18TH St. -A See Landscape Plan. 0 10, 20' Site Plan HORIZONTAL SCALE: 1- = 10'-0' SITE PLAN NOTES: 1. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION. REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES OR RELATED FACILITIES AT CONTRACTOR SEXPENSE IN A MANNER APPROVED BY OWNER S REPRESENTATIVE. 2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 3. NEW PAVING: MATCH EXISTING GRADES AT EDGE OF ALL REMAINING PAVING. ENSURE POSITIVE DRAINAGE. NOTIFY OWNER S REPRESENTATIVE IF GRADE DISCREPANCIES ARE DISCOVERED. 4. 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 SREPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER SIREPRESENTATIVE, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER SREPRESENTATIVE FOR A DECISION PRIOR TO COMMENCING WITH THE WORK. 6. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. 7. PROVIDE EXPANSION JOINTS WHERE CONCRETE SLABS MEET EXISTING STRUCTURES OR PAVEMENT. 8. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 9. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. 10. LAYOUT PROJECT AS DESIGNED. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. 11. ALL SURFACES SHOULD BE ACCESSIBLE AND SHALL CONFORM TO ALL FEDERAL AND OREGON STATE STANDARDS FOR ACCESS FOR THE DISABLED. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. 12. WELLHEAD PROTECTION NOTES: • ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OF OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. • CHEMICAL HANDLING, STORAGE AND USE: CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORMWATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORMWATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. • EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORMWATER DRAINAGE SYSTEM. • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. LEGEND PROPOSED TREES 6x� See Landscape Plan.\�!VO PROJECT BOUNDARY X EXISTING FENCE EXISTING OVERHEAD ELECTRICAL EXISTING STORMWATER LINE EXISTING SEWER LINE UTILITY EASEMENT PROPERTY LINE MULCHED TREE ZONE rx_"� E/ Min. 3 inches bark mulch �Lu PLANT BED See Landscape Plan L5.0 '\L6.1 �LU CONCRETE PATH 4 inches Concrete over I L6.0 6 inches base material. ENGINEERED WOOD FIBER � �X 15 inches wood fiber over \L6.0) 6 inches base material NEW LAWN IRRIGATION SLEEVE 4 -inch Schedule 40 PVC Area Calculations: DESCRIPTION SQ.FOOTAGE % OF NEW CONCRETE WALKWAY 1 07A 14% PLAYGROUND WOOD FIBER SURFACE 2,265 16% PLANT BED 1,519 11% LAWN 7,440 54% MLILCH/TREE ZONE 672 5% TOTAL DEVELOPMENT AREA 13,870"' *Total Development Area includes approximately 763 SF of adjacent property owned by Dalea and Linda Polak of 845 185th St. This property is to be landscaped and maintained by WPRD through a maintenance agreement between WPRD and owner. It also includes approximately Z 500 SF of property within the public right of way. 0�vl t'% 2 14. 1 CHI f_% I.-, I ... . I � &: � — — . BASE BID CY CUT 1E— FILL 182 ALTERNATE1 + BASE BID CY CUT 214 FILL 214 FINAL SITE PLAN N 0 V 1 4' 2 0116 W11__ planner: ___4_1__ 7h1s document and the Infonnation contained hereb not be copled or rqxoduced wfthout wWm wZymay n permWon of W11cmdone Park and Rwmft Dlet� Unauthorized disclosure or construction use am pmhIbIted by copyot low. REVISIONS C/) 4-0 0 CZ mr E (D CO > 0 co 4-0 cO ,T� CD co -C z CL P_J Li AVOW12 'k, auh j ai e 848 imon Dows L, OREGON 02/D4/2015 C4PE �,c EXPIRES 02.2&17 Drawn by. KMK Dztw. 11.3.16 Scale: AS SHOWN SHEET NO: Site Plan Review L2.0 VA ,.-. .._. 5 iTVr n H ST. 10 -9" 7 s. t : � 3 i ''�p E-N�-S 840tG Layout Plan0 10' 20' ID HORIZONTAL SCALE: 1" = 10'-0" LAYOUT PLAN NOTES: 1. CEASE LAYOUT WORK AND NOTIFY OWNER S REPRESENTATIVE OF ANY DISCREPANCIES IN PROJECT BENCHMARKS, CONTROL POINTS, COORDINATES, DIMENSIONS, DEGREES, LOCATIONS, STAKES, ETC. OBTAIN APPROVAL PRIOR TO EXECUTING ANY LAYOUT WORK DIFFERENT FROM THAT SHOWN OR SPECIFIED. f fi• ALL CONCRETE PAVING JOINTS NOT SPECIFICALLY DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS. 3. 3 rri OTHERWISE. 4. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 5. NEW PAVING: MATCH EXISTING GRADES AT EDGE OF ALL REMAINING PAVING. ENSURE POSITIVE DRAINAGE. RAISE/LOWER ALL UTILITY BOXES AND PROVIDE CONCRETE COLLAR AS REQUIRED. NOTIFY LANDSCAPE ARCHITECT IF GRADE DISCREPANCIES ARE DISCOVERED. 6. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. 7. PROVIDE EXPANSION JOINTS WHERE CONCRETE SLABS MEET EXISTING STRUCTURES OR PAVEMENT. 8. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. 9. LAYOUT PROJECT AS DESIGNED. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WORK THAT DOES NOT CONFORM >, t .t f = 7 j r n O f` CZ Cn,: W � E Z � � CZ ` L 0 W jC.,—+ 0/ E L T -a--r Cn jf L:j 06 ff z w CIO O T a > z J r CL F— } D 0 L;jP-jP IWC I— LdW S cn MENEM .. .0113m; At IN .. C 7—n ..,w • nn n VA ,.-. .._. 5 iTVr n H ST. 10 -9" 7 s. t : � 3 i ''�p E-N�-S 840tG Layout Plan0 10' 20' ID HORIZONTAL SCALE: 1" = 10'-0" LAYOUT PLAN NOTES: 1. CEASE LAYOUT WORK AND NOTIFY OWNER S REPRESENTATIVE OF ANY DISCREPANCIES IN PROJECT BENCHMARKS, CONTROL POINTS, COORDINATES, DIMENSIONS, DEGREES, LOCATIONS, STAKES, ETC. OBTAIN APPROVAL PRIOR TO EXECUTING ANY LAYOUT WORK DIFFERENT FROM THAT SHOWN OR SPECIFIED. 2. ALL CONCRETE PAVING JOINTS NOT SPECIFICALLY DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS. 3. ALL COORDINATES AND DIMENSIONS ARE AT FACE OF ELEMENT (CURB, WALK, BUILDING, OR WALL) UNLESS NOTED OTHERWISE. 4. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 5. NEW PAVING: MATCH EXISTING GRADES AT EDGE OF ALL REMAINING PAVING. ENSURE POSITIVE DRAINAGE. RAISE/LOWER ALL UTILITY BOXES AND PROVIDE CONCRETE COLLAR AS REQUIRED. NOTIFY LANDSCAPE ARCHITECT IF GRADE DISCREPANCIES ARE DISCOVERED. 6. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. 7. PROVIDE EXPANSION JOINTS WHERE CONCRETE SLABS MEET EXISTING STRUCTURES OR PAVEMENT. 8. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. 9. LAYOUT PROJECT AS DESIGNED. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. PROPOSED TREES X See Landscape Pian. L6.0 PROJECT BOUNDARY ~~ ~~ ~ x— EXISTING FENCE E EXISTING OVERHEAD ELECTRICAL _., ._. EXISTING STORMWATER LINE EXISTING SEWER LINE UTILITY EASEMENT PROPERTY LINE 4 mss-- DIMENSION 4 iF— DIMENSION FROM EXISTING ELEMENT R52 —T RADIUS i—ALIGN ALIGN WITH EXISTING ELEMENT �-�b 1� V2tl¢ 03� 5ti}e, Pta,vi 91w," INdI arnr�l� � vl� 5 Of q FINAL ITE PLAN NOV 1 00 pla�r��r: This document and the Information contained heroin may not be copied or reproduced without express written permission of M4lkcndane Park and Recreation District Unauthorized disclosure or construction use are prohibited by copyright law. REVISIONS Cf) O CZ Cn,: W � E Z � � CZ ` L 0 W jC.,—+ 0/ E L T -a--r Cn L:j 06 z w CIO O T a z J CL F— D 0 L;jP-jP I— LdW S cn MENEM .. .0113m; At IN GISTE 848 r, imon Daws OREGON �I 02/04/2015 Esc ��� �pE ASC EXPIRES 02.28.17 Drawn by. KMK Date: 11.3.16 Scale: AS SHOWN SHEET NO: Site Plan Review 464.00 V/M 464.39 V/M �, � � � „�,.w• m., g' ---a464.70 ` X4 SLOPE " ,,. "� ,.�'` � xR�,�z a .M t �_ � .,,464•:x~„ m��� ,� .� r moiN� / " 46 X. r� ' `.SLOI_" LO.P. ". 1 X/ rf 'w a r, ;_ r 1 r` j fi )< /�3?S i t } # j # 5% x� # ## t r. LOX. PF�` 16 r. SLOP �:.. 3 ? fS Zxf <U a a i I i �....y%_47 2% LOP ,IV a� EG 4 ✓� a� g fiF .,.. s,� ,:,� ............. •�...,__._,.,.............. ,�.»,. --:,........may . .......»•....^."""".,.«^"' 5'> ! 1.5% SLOPE ..'#� F 1.5% SLOPE '�z' � ,A x " � S 8rPf0 x � F� a� ~� 464.65 VIM. „ W xro r X� r x, d kx i , t €€j j amm rad n Plan zi HORIZONTAL SCALE: 1" = 10'-0" 0 MM I ilk [to U W.Al z I 1L 1. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION. REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES OR RELATED FACILITIES AT CONTRACTOR S EXPENSE IN A MANNER APPROVED BY OWNER S REPRESENTATIVE. 2. ALL ACCESSIBLE COMPONENTS INCLUDING, BUT NOT LIMITED TO SIGNS, RAMPS, TACTILE WARNING, MARKINGS, ETC. SHALL CONFORM TO ALL OREGON STATE STANDARDS FOR PARKING AND ACCESS FOR THE DISABLED. OBTAIN LANDSCAPE ARCHITECT S APPROVAL PRIOR TO INSTALLING ANY RELATED WORK. 3. INSTALL NEW UTILITIES SO THAT RIM ELEVATIONS ARE FLUSH WITH FINISH GRADES AT PAVEMENT, LAWN AND PLANT BEDS. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES ACCORDINGLY. 4. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES SO THAT RIMS ARE FLUSH WITH FINISH GRADE AT NEW PAVING AND LAWNS. 5. VERIFY EXISTING ELEVATIONS WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY OWNER S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. 6. OWNER S REPRESENTATIVE TO APPROVE ALL SIDEWALK GRADES PRIOR TO CONCRETE PLACEMENT. 7. BLEND ALL NEW ELEVATIONS BACK TO EXISTING GRADE TO CREATE A UNIFORM SLOPE. • MAXIMUM SLOPE ON CONCRETE SIDEWALK, 2% • MAXIMUM SLOPE IN LANDSCAPE 25%. 8. CONSTRUCT SMOOTH TRANSITIONS BETWEEN NEW PAVING IMPROVEMENTS AND EXISTING PAVING TO REMAIN. PROPOSED TREES See Landscape Pian.% PROJECT BOUNDARY EXISTING FENCE "„ Sw . _.m • EXISTING CONTOUR 465 PROPOSED CONTOUR 0--- 437.00 0 437.00 V/M SPOT ELEVATION VERIFY/MATCH EXISTING ELEVATION See Note 6. DIRECTION OF SLOPE CHANGE IN PLANE FINAL SITE PLA v V Iir21 planner.. This document and the information contolned hero* may not be copied or reproduced without express wrftten permission of W9kandane Park and Rea tion District. Unauthorized disclosure or construction use oro prohibited by copyright law. REVISIONS Cn -11—+ 0 CZ C: - -0 LL � CU E :V W > .� O co jC L _ QD cOi o. co Z L;j 06 Z w 00 T z .j M z cc: F2 t— w w W& X 9W W 3 Rain af>d;Reer�tlt�t� CJrstrlcfi I ���� �� 848 imon Daws r, OREGON �I 02/04/2015 ll�..gAE ARC EXPIRES 02.28.17 Drawn by. KMK Date: 11.3.16 Scale: AS SHOWN SHEET NO: Site Plan Review H ST. r . _............... .................. HEMEROCALLIS X�" HAPPY RETURNS I ILEX GLABRA SHAMROCK A Center Row 3 Feet + 1 I from Fenceline +`. SIZE SPACING Qn Cercis canadensis Appalachian Red* Appalachian Red Redbud 1 1/2 -in Cal. As Shown 2 Cornus x Rutdan + 1 1/4 -in Cal. As Shown EMERALD GREEN Sophora Japonica ARBORVITAE 2 -in Cal. Center Row 3 Feet 5 from Fenceline Emerald Green Arborvitae Min. 4 -ft. tall 4 -ft. 20 F a C� Cn CC POLYSTICHUM MUNITUM LIRIOPE MUSCARI l AZTEC GRASS RHODODENDRON ' 3 CUNNINGHAM S BUSH ILEX GLABRA SHAMROCK Landscape la HORIZONTAL SCALE: 1" = 10'-0" 0 .:< POLYSTICHUM I l MUNITUM 3 ' SEE NOTE 14 REGARDING SDC 4.4-105E REQUIREMENTS FOR Aj - Y LANDSCAPE PLAN NOTES: 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 2. REFINE THE SHAPE AND FINISH GRADE OF PLANT BEDS AS DIRECTED BY LANDSCAPE ARCHITECT. 3. FINISH GRADE IS TOP OF TOPSOIL. MULCH IS IN ADDITION. 4. PRUNE ALL NEW PLANT MATERIALS AS DIRECTED BY LANDSCAPE ARCHITECT. 5. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. 6. ALL PLANT MATERIAL, INCLUDING SOD AREAS, SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF FINAL ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. 7. THE CONTRACTOR IS TO INSTALL NEW SOD 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, AND IN ALL AREAS DAMAGED AS A RESULT OF EQUIPMENT OPERATION. REFER TO SPECIFICATION SECTION 329200 FOR ADDITIONAL INFORMATION. 8. AS REQUIRED, PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, 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. 9. 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. SEE SPECIFICATIONS FOR TESTING REQUIREMENTS. 10. PROVIDE 3 INCHES BARK MUCH AT TREES ADJACENT TO NEW WORK AS SHOWN ON PLANS. SEE SPECIFICATIONS FOR PRODUCT. 11. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 12. DO NOT INSTALL ANY PLANT MATERIALS UNTIL WPRD IRRIGATION SPECIALIST AND LANDSCAPE ARCHITECT HAS REVIEWED AND APPROVED IRRIGATION SYSTEM INSTALLATION, AREA COVERAGE BALANCING, SOIL PREPARATION AND FINISH GRADING. REFINE THE SHAPE AND FINISH GRADE OF PLANT BEDS AS DIRECTED BY LANDSCAPE ARCHITECT. 13. REFER TO SPECIFICATIONS FOR FULL DETAILS OF LANDSCAPE & IRRIGATION INSTALLATION. 14. AN EXISTING LARGE MAPLE TREE ON THE NEIGHBOR S PROPERTY TO THE SOUTH, LIMITS THE ABILITY TO PLANT TREES WITHIN THE SETBACK AS REQUIRED IN SDC 4.4-105.E EXCEPT WHERE SHOWN. IN PLACE OF TREES SHRUB WILL FORM AN EVERGREEN HEDGE ALONG THE EXISTING FENCELINE OF THE SOUTHERN EDGE OF THE PARK. 15. CERCIS CANADENSIS APPALACHIAN RED WILL GET 25 -FT TALL X 25 -FT WIDE. THIS IS APPROXIMATELY THE SAME DIMENSIONS AS THE CERCIS RENIFORMIS (25 -FT TALL X 20 -FT WIDE) LISTED ON THE CITY S APPROVED STREET TREE LIST FOR UNDER POWERLINES. LEGEND PROJECT BOUNDARY - m.•...mm_.....m.m. EXISTING FENCE EXISTING OVERHEAD ELECTRICAL PROPERTY LINE TREES �( L6.0 + SHRUB PLANTINGS �( • L6.0 MULCHED TREE ZONE X =_ Min. 3 inches bark mulch 1_6.0 ENGINEERED WOOD FIBER X 15 inches wood fiber over 1_6.0 6 inches base material NEW LAWN IRRIGATION SLEEVE 4 -inch Schedule 40 PVC PLANT LIST TREES BOTANICAL NAME COMMON NAME SIZE SPACING Qn Cercis canadensis Appalachian Red* Appalachian Red Redbud 1 1/2 -in Cal. As Shown 2 Cornus x Rutdan Celestial Dogwood 1 1/4 -in Cal. As Shown 2 Sophora Japonica Japanese Pagoda Tree 2 -in Cal. Approx. 30 Ft. 2 Thuja occidentalis Smaragd Emerald Green Arborvitae Min. 4 -ft. tall 4 -ft. 20 *See Note 15. PLANTS BOTANICAL NAME COMMON NAME SIZE SPACING Q7Y Hemerocallis x Happy Returns Happy Returns Dwarf Daylily 2 gal. 3 -ft. 18 Ilex glabra Shamrock Shamrock Holly 5 gal. 4 -ft. 12 Liriope muscari Aztec Grass Aztec Grass 1 gal. 18 -in. 97 Polystichum munitum Western Sword Fern 2 gal. 4.5 -ft. Rhododendron x Cunninghams Blush Cunninghams Blush Rhododendron 5 gal. 4.5 -ft. JOY 15 20,161 This document and the Information stained herein may not be copied or reproduoed without express written permlaslon of Wtksndone Pak and Recreation District Unauthorized dbdowre or construction use cue prohPolted by copyright law. REVISIONS C� Cn CC 0 CZ E W C / -� O CD w 2-4) c E M 06 a z � U MM� w W C> T- Z Q J Uj V 0 Z t— W `l`+t'anal :, (a at I.Rel cr€att DiShIct. ° 848 ° �. imon Daws . OREGON 02/04/2015 'c4PE 0C EXPIRES 02.28.17 Drawn by. KMK Date: 11.3.16 Scale: AS SHOWN SHEET NO: Site Plan Review L5.0 H ST. Irrigaiton Plan HORIZONTAL SCALE: 1" = 10'-0" SCHEDULE 40 PIPE 1.25" dia. Pipe and smaller GPM SIZE 0-8 3/41f 8-12 1t1 12-22 1 1/4" 22-30 1 1/2" 30-50 211 50-70 21/211 70-110 311 CLASS 200 PIPE Pipe larger than 1.25" dia. GPM SIZE 0-10 3/4F1 10-17 11t 17-27 1 1/4" 27-36 1 1/2" 36-56 211 56-83 21/211 83-116 311 x Y IRRIGATION PLAN NOTES: 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 2. DO NOT INSTALL ANY PLANT MATERIALS UNTIL WPRD IRRIGATION SPECIALIST AND LANDSCAPE ARCHITECT HAS REVIEWED AND APPROVED IRRIGATION SYSTEM INSTALLATION, AREA COVERAGE BALANCING, SOIL PREPARATION AND FINISH GRADING. REFINE THE SHAPE AND FINISH GRADE OF PLANT BEDS AS DIRECTED BY LANDSCAPE ARCHITECT, 3. COORDINATE EXACT LOCATION OF IRRIGATION SLEEVE WITH WPRD IRRIGATION SPECIALIST. EXTEND SLEEVE 12 INCHES BEYOND PAVEMENT EDGE. INSTALL LEVEL AND PERPENDICULAR TO SIDEWALKS. PROVIDE MARKERS WHERE SLEEVE ENDS ARE CONCEALED AS REQUESTED BY WPRD IRRIGATION SPECIALIST. 4. IRRIGATION LAYOUT IS SCHEMATIC. IT IS INTENDED THAT ALL IRRIGATION LINES WILL BE ROUTED THROUGH LAWNS AND PLANT BEDS EXCEPT WHERE NOTED ON DRAWING. ADJUST ROUTING OF IRRIGATION LINES, HEADS AND SLEEVES AS NECESSARY FOR ANY EXISTING OR PROPOSED UTILITIES. 5. LOCATE IRRIGATION ZONE VALVE ASSEMBLIES WITHIN PLANT BEDS WHERE POSSIBLE. ANY IRRIGATION ZONE VALVES DIAGRAMMATICALLY LOCATED IN PAVEMENT AREAS ARE TO BE INSTALLED IN PLANT BEDS. 6. INSTALL SPRAY HEADS 3" FROM ADJACENT PAVEMENT, CURBS, AND PLANTING EDGES UNLESS DIRECTED OTHERWISE BY LANDSCAPE ARCHITECT. 7. VERIFY STATIC PRESSURE OF 60 PSI AT POINT OF CONNECTION. NOTIFY LANDSCAPE ARCHITECT PRIOR TO ANY CONSTRUCTION IF PRESSURE IS LOWER THAN 60 PSI. 8. PROVIDE ALL NECESSARY WIRING REQUIRED TO MAKE THE IRRIGATION SYSTEM A FULLY SERVICEABLE AND OPERATIONAL CONTROLLED INSTALLATION AT THE COMPLETION OF THE PROJECT. 9. LOCATE IRRIGATION MAINLINE, LATERAL LINES, AND VALVE BOXES TO AVOID CONFLICT WITH TREE PLANTINGS. 10. REFER TO SPECIFICATIONS FOR FULL DETAILS OF IRRIGATION INSTALLATION. 11. DESIGN PLANS TO BE SUBMITTED TO AND APPROVED BY SUB WATER DIVISION PRIOR TO CONSTRUCTION. 12. BACKFLOW TO BE A REDUCED PRESSURE BACKFLOW ASSEMBLY (RBBA). 13. WPRD to contact SUB to coordinate water meter installation and SUB s Backflow Prevention Specialist to get detailed information and coordinate design, installation and approval of connection to the public water system. LEGEND PROPOSED TREES X See Landscape Plan. L6.0 MW z PROJECT BOUNDARY X. .................. ­ EXISTING FENCE E EXISTING OVERHEAD ELECTRICAL r- IRRIGATED TREE PLANTINGS Bubblers IRRIGATED PLANT BE1 Spray heads IRRIGATED LAWN Spray heads NON -IRRIGATED PLAY AREA IRRIGATION SLEEVE 4 -inch Schedule 40 PVC PO POINT OF CONNECTION, IBFBACKFLOW AND MASTER VALVE See Note 11 & 12 r7l CONTROL VALVE IRRIGATION MAINLINE OV 2010 planner. This document and the information contained herein may not be copied or reproduced without express written permtsston of Willandwie Park and Recreation District Unauthorized disclosure or consbuctlon use are prohibited by copyright law. REVISIONS C/) cc 4 O CZ C ^^ E W � c >.� O Cn jC �^ _j cO a-+ co Cz a z W v`/ O T z CL z 0 F_ L;j i= LLj W Cf) n; ft� " \�\C w �- Pair acid Recreation i3lstclt GIS T� 848 Vi Daws r., on �.., OREGON 02/04/2015 Cil EXPIRES 02.28.17 Drawn by. KMK Date: 11.3.16 Scale: AS SHOWN SHEET NO: Site Plan Review