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GIVENS PARK SPORT COURT REMODEL CITY OF PORT ORCHARD CONTACT: STEPHANIE ANDREWS 1 (360) 874-5533 1 SANDREWS@PORTORCHARDWA.GOV PROJECT SITE 1025 TACOMA AVE PORT ORCHARD WA 98366 l3ay SGeei t•inanGal Advrscr Teresa M.. s Chug -A Tug Esfne,Sc m q Tech � chinas Traylor ,Sti. d PROJECT LOCATION NOT TO SCALE CAy C� Q a m ['•713k ae.. T f]pde5 3urn115 C°Ift:P. 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PLAN Received 10/29/2024 City of Port Orchard Permit Office PARCEL # 4046-003-001-0001 PROJECT DESCRIPTION BAUMWELT, PLLC LANDSCAPE ARCHITECTURE :0� 919 MLK WAY, TACOMA, WA 98405 (253) 345-1400 Baumwelt CONTACT: DERRICK EBERLE, ASLA WORK TO INCLUDE RESURFACING OF EXISTING TENNIS COURT TO ACCOMODATE BOTH PICKLEBALL AND TENNIS, FENCING AROUND COURT, RENOVATION OF EXISTING BASKETBALL COURT TO ACCOMODATE FUSTAL AND BASKETBALL, ADDITION OF HILLSIDE STAIR AND CONCRETE SEATWALLS, NEW CONCRETE ADA COMPLIANT PATHWAY, AND IMPROVEMENTS TO SPORTS COURT LIGHTING CONTACTS CITY OF PORT ORCHARD CONTACT: STEPHANIE ANDREWS, (360) 874-5533 sandrews@portorchardwa.gov LANDSCAPE ARCHITECT CONTACT: BAUMWELT PLLC DERRICK EBERLE, PLA (253) 345-1400 derrick@thebaumwelt.com CIVIL ENGINEER CONTACT: JOSH GILCHRIST (253) 470-4675 x 201 josh.gilchrist@3j-consuIting.com ELECTRICAL ENGINEER CONTACT: SCOTT KELLY (253) 759-0118 scottk@crossengineers.com INDEX # SHEET NUMBER SHEET TITLE 1 G1.00 COVER SHEET 2 S1.00 EXISTING CONDITIONS 3 C1.10 TESC PLAN 4 C1.20 TESC DETAILS 5 1-1.00 DEMO PLAN 6 L2.00 LAYOUT & MATERIALS PLAN 7 L2.01 LAYOUT & MATERIALS PLAN ENLARGEMENT 8 L3.00 GRADING PLAN 9 L4.00 SITE DETAILS 10 L4.01 SITE DETAILS 11 L4.02 SITE DETAILS 12 E1.00 EXISTING / DEMO ELECTRICAL SITE PLAN - ALTERNATE 1 13 E1.01 NEW / EXISTING ELECTRICAL SITE PLAN - ALTERANTE 1 14 E1.02 POWER RISER / ELECTRICAL DETAILS - ALTERNATE 1 15 E1.03 ELECTRICAL DETAILS - ALTERNATE 1 DESIGNED This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to 12/04/2024 Name Date BAUMWELT LANDSCAPE ARCHITECTURE 919 MILK Way Tacoma, WA 98405 P: (253) 345-1400 www.thebaumwelt.com K J.�E�C ti �s 109S EXP.02116\J.�/ Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews Senior Planner (360) 874-5533 sandrews@portorchardwa.gov Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (253) 345-1400 derrick@thebaumwelt.com Civil Engineer: 3J Consulting CONTACT: Josh Gilchrist, PE (253) 470-4675 x 201 josh.gilchrist@3j-consulting.com Electrical Engineer: Cross Engineers CONTACT: Scott Kelly (253) 759-0118 scottk@crossengineers.com co co co CID O U O Q U cc U 0 Q o co Z Cc w a �u O Q 2E o LO N O ISSUE 100% BID SET DESIGNED DE DRAWN SA CHECKED DE DATE Aug 28, 2024 JOB NUMBER 1013.01 TITLE COVER SHEET SHEET G 1.00 SHEET 1 of 15 PW24-028 RECREATION BUILDING ° ° d d ° J EXISTING CONDITIONS PLAN SCALE: 1" = 10' LEGEND — — PROPERTY LIMIT EXISTING CONCRETE a ASPHALT SURFACING COURT SURFACING OVER ASPHALT BASE EXISTING TREE EXISTING LIGHT POLE •d DISCLAIMER: THIS PLAN WAS DEVELOPED FROM KITSAP COUNTY GIS INFORMATION ALONG WITH AERIAL IMAGERY AND DOES NOT CONSTITUTE A SURVEY PERFORMED BY A PROFESSIONALLY LICENSED SURVEYOR. AS SUCH, THERE MAY BE DEVIATIONS TO FIELD CONDITIONS FROM WHAT IS SHOWN ON PLAN. CONTRACTOR TO FIELD VERIFY ALL LAYOUT, DIMENSIONS, AND QUANTITIES PRIOR TO STARTING WORK. EXISTING PLAYGROUND N" -- --------- x X X X X EXISTING R0 d "EXISThIV�.TIdNJS Cp.URTS' �'.°'.. '.. �c x x x x x ;':. :.. -E)- - /----- ----- ------------------ --------------- ------------------ __ - - ---------------------_-_----_ --- — — — --- --- — DaKWALL ___---- d G d / .. °• d J d TACOMA AVE BAUMWELT LANDSCAPE ARCHITECTURE 919 MILK Way J Tacoma, WA 98405 ° P: (253) 345-1400 www.thebaumwelt.com ° ' Project Team ° r � y�S 095 EX P. 07 Owner: City of Port Orchard ° CONTACT: Stephanie Andrews Senior Planner (360) 874-5533 sandrews@portorchardwa.gov d Landscape Architect: d Baumwelt, PLLC J CONTACT: Derrick Eberle, RLA ' (253) 345-1400 derrick@thebaumwelt.com d Civil Engineer: 3.1 Consulting CONTACT: Josh Gilchrist, PE ° (253) 470-4675 x 201 josh.gilchrist@3j-consulting.com ' d . Electrical Engineer: d Cross Engineers CONTACT: Scott Kelly (253) 759-0118 scottk@crossengineers.com PLAN 7�== 0 10, 20' SCALE 1 "=10' This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to 2' - 12/04/2024 Name Date CD co co Wco M Q o Q 0 = U cc W O Q Cc O cc W Q O %Uj o C� Q N O 100%BID SET DESIGNED NA DRAWN NA CHECKED NA DATE Aug 28, 2024 JOB NUMBER 1013.01 EXISTING CONDITIONS S1.00 SHEET 2 OF 15 J a RECREATION BUILDING al � ° C a DEMOLITION PLAN l SCALE: 1" = 10' LEGEND LIMIT OF WORK REMOVE EXISTING CURB, WALL, FENCE, RAIL, ETC, INCLUDING ANY ASSOCIATED FOOTINGS AND BASE MATERIAL ............. STRIP LAWN CLEAR AND GRUB VEGETATION REMOVE EXISTING ASPHALT PAVING AND BASE MATERIAL - FULL DEPTH TREE PROTECTION FENCE PROTECT EXISTING TREE TO REMAIN 29 REMOVE POST AND FOOTING a GENERAL NOTES SEE INADVERTENT DISCOVERY PLAN LOCATED IN THE APPENDIX OF THE SPECIFICATIONS FOR GUIDANCE RELATED TO THE MANAGEMENT OF AN UNEXPECTED DISCOVERY OR UNEARTHING OF CULTURAL ARTIFACTS, ARCHAELOGICAL FEATURES OR OTHER EVIDENCE OF CULTURAL MATERIALS. DISCLAIMER: THIS PLAN WAS DEVELOPED FROM KITSAP COUNTY GIS INFORMATION ALONG WITH AERIAL IMAGERY AND DOES NOT CONSTITUTE A SURVEY PERFORMED BY A PROFESSIONALLY LICENSED SURVEYOR. AS SUCH, THERE MAY BE DEVIATIONS TO FIELD CONDITIONS FROM WHAT IS SHOWN ON PLAN. CONTRACTOR TO FIELD VERIFY ALL LAYOUT, DIMENSIONS, AND QUANTITIES PRIOR TO STARTING WORK. i Q'. PLAN 7�== 0 10, 20' SCALE 1 "=10' This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to IdL2/ 12/04/2024 Name Date BAUMWELT LANDSCAPE ARCHITECTURE 919 MILK Way Tacoma, WA 98405 P: (253) 345-1400 www.thebaumwelt.com \cK J. Eg�,QNG *7,- 7�99EX P. 07 48\'X\'1�4 Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews Senior Planner (360) 874-5533 sandrews@portorchardwa.gov Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (253) 345-1400 derrick@thebaumwelt.com Civil Engineer: 3J Consulting CONTACT: Josh Gilchrist, PE (253) 470-4675 x 201 josh.gilchrist@3j-consulting.com Electrical Engineer: Cross Engineers CONTACT: Scott Kelly (253) 759-0118 scottk@crossengineers.com CD co co J U Q � 0 � Q = U cc U O Q cc O Cc w a O CQC G O LO N O ISSUE 100% BID SET DESIGNED DE DRAWN SA CHECKED DE DATE Aug 28, 2024 JOB NUMBER 1013.01 TITLE DEMOLITION PLAN SHEET L1.00 SHEET 5 of 15 GENERAL NOTE SEE INADVERTENT DISCOVERY PLAN LOCATED IN APPENDIX OF THE SPECIFICATIONS FOR GUIDANCE RELATED TO THE MANAGEMENT OF AN UNEXPECTED DISCOVERY OR UNEARTHING OF CULTURAL ARTIFACTS, ARCHAEOLOGICAL FEATURES OR OTHER EVIDENCE OF CULTURAL MATERIALS. DISCLAIMER: THIS PLAN WAS DEVELOPED FROM KITSAP COUNTY GIS INFORMATION ALONG WITH AERIAL IMAGERY AND DOES NOT CONSTITUTE A SURVEY PERFORMED BY A PROFESSIONALLY LICENSED SURVEYOR CONSTRUCTION SEQUENCE 1. APPLY FOR AND PICK UP ANY RIGHT OF WAY PERMITS FROM THE CITY OF PORT ORCHARD. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE(S). 3. CONSTRUCT SILT FENCE BARRIERS. 4. CONSTRUCT SEDIMENTATION BASINS. 5. CONSTRUCT RUNOFF INTERCEPTION AND DIVERSION DITCHES. 6. CLEAR AND GRADE THE MINIMUM SITE AREA REQUIRED FOR CONSTRUCTION OF THE VARIOUS PHASES OF WORK. 7. PROVIDE TEMPORARY HYDROSEEDING OR OTHER SOURCE CONTROL STABILIZATION MEASURES ON ALL DISTURBED SOILS. 8. MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES (BMPs) TO PROVIDE THE REQUIRED PROTECTION OF DOWNSTREAM WATER QUALITY. 9. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 10. PROVIDE PERMANENT SITE STABILIZATION. 11. EROSION AND SEDIMENTATION CONTROL BMPs SHALL NOT BE REOMVED UNTIL CONSTRUCTION IS COMPLETE AND ACCEPTED BY THE CITY OF PORT ORCHARD. CONSTRUCTION KEY NOTES EINSTALL STABILIZED CONSTRUCTION ENTRANCE AT LOCATION SHOWN. SEE FIG. II-3.1 ON SHT. C1.20. INSTALL HIGH VISIBILITY CONSTRUCTION FENCE AT PROPERTY BOUNDARY AND LOCATION SHOWN. MAINTAIN THROUGHOUT CONSTRUCTION. INSTALL SILT FENCE AT LOCATION SHOWN. SEE FIG. II-3.22 ON SHT. C1.20. MAINTAIN THROUGHOUT CONSTRUCTION. CONSTRUCT CONCRETE WASHOUT AT LOCATION SHOWN. SEE FIG. II-3.7 ON SHT. C1.20. MAINTAIN THROUGHOUT CONSTRUCTION. PROVIDE STOCKPILE AREA AT LOCATION SHOWN. STOCKPILES TO REMAIN COVERED WHEN NOT IN USE. INSTALL INLET PROTECTION PER FIG. II-3.19 ON SHT. C1.20. MAINTAIN THROUGHOUT CONSTRUCTION. LEGEND -- PROPERTY BOUNDARY PROPOSED HIGH VISIBILITY FENCE X PROPOSED SILT FENCE - — 1 — - PROPOSED LIMITS OF DISTURBANCE PROPOSED CONSTRUCTION ENTRANCE 0• •' CONTOUR • •' CONTOUR 1 CATCH BASIN / INLET SEDIMENT TRAP PROPOSED VEGETATION SURFACE RUN-OFF FLOW ARROW PROPOSED STAGING AREA & MATERIAL STOCKPILE PROPOSED CONCRETE WASHOUT This submittal has been reviewed by The City of Port Orchard and is V APPROVED NOT APPROVED due to _dL 12/04/2024 Name Date w z N SCALE: 1 " = 10' FT BAUMWELT LANDSCAPE ARCHITECTURE 913 MILK Way, Suite A Tacoma, WA 98405 P: (360) 461-6478 www.thebaumwelt.com ,AN ETkG of o ~' E__ y DIGITALLY SIGNED 2024.08.27 3J CONSULTING Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews, Senior Planner (360) 874-5533 sandrews@portorchardwa.gov Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (360) 461-6478 derrick@thebaumwelt.com Civil Engineer: 3J Consulting CONTACT: Josh Gilchrist, PE (253) 470-4675 x201 josh.giIchrist@3j-consuIting.com c0 co M ao M 04 ..1 W < � 0 o � O U cc W O Q cc O Z cc Lu Q W � Q � O N O ISSUE BID SET DESIGNED JKG DRAWN JKG CHECKED ARID DATE Aug 28, 2024 JOB NUMBER 1013.0 TITLE TESC PLAN SHEET C1.10 SHEET 3 OF 15 0 10 20 BAUMWELT LANDSCAPE ARCHITECTURE This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to 12/04/2024 Name Date Figure II-3.22: Silt Fence Joints in geotextile fabric shall be spliced at posts. Use staples, wire rings or equivalent to attach fabric to posts 2"x2" by 14 Ga. wire or equivalent, if standard strength fabric used Minimum i�x I I 6' max I I 4"x4" trench I � I u Post spacing may be increased 2"x2" wood posts, steel to 8' if wire backing is used fence posts, or equivalent 1111111111111b� DEPARTMENT OF ECOLOGY State of Washington cu roadsi 2"x2" by 14 Ga. wire or equivalent, if standard strength fabric used Geotextile fabric Backfill trench with native soil or Y4" - 1.5" washed gravel Minimum J 4"x4" trench 2"x2" wood posts, steel fence posts, or equivalent 2' min Silt Fence NOT TO SCALE Revised July 2017 Please see http.Y/www.ecy.wa.gov/copyright.html for copyright notice including permissions, limitation of liability, and disclaimer. 2019 Stormwater Management Manual for Western Washington Volume 11- Chapter 3 - Page 371 Figure 11-3.1: Stabilized Construction Access Notes: 1. Driveway shall meet the requirements of the permitting agency. 2. It is recommended that the access be crowned so that runoff drains off the pad. 1111111111111b� DEPARTMENT OF ECOLOGY State of Washington 12" minimum thickness NOT TO SCALE I b min. Provide full width of ingress/egress area Stabilized Construction Access Revised June 2018 Please see http.Y/www.ecy.wa.gov/copyright.html for copyright notice including permissions, limitation of liability, and disclaimer. 2019 Stormwater Management Manual for Western Washington Volume 11- Chapter 3 - Page 279 Figure II-3.7: Concrete Washout Area with Wood Planks Plan Lath and flagging on 3 sides Sandbag 3erm Sandbag 10 mil plastic lining A 1m / ✓•. / -' Berm Section A -A N, lining Type "Below Grade" ivotes: 1. Actual layout determined in the field. 2. A concrete washout sign shall be installed within 10 m of the temporary concrete washout facility. Wood frame B securely fastened around entire perimeter with two stakes 10 mil f plastic lining Stake (typ.) iil plastic lining Section B-B 2x12 rough Plan wood frame Type "Above Grade" with Wood Planks NOT TO SCALE Concrete Washout Area with Wood Planks Revised June 2016 DEPARTMENT OF ECOLOGYPlease see http.Y/www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 2019 Stormwater Management Manual for Western Washington Volume 11- Chapter 3 - Page 324 Figure 11-3.19: Curb and Gutter Barrier Back of sidewalk Burlap sacks to overlap onto curb Back of curb Runoff _ �I 11 I Curb inlet Runoff Spillway ~ Catch basin Plan View Gravel filled sandbags stacked tightly Notes: 1. Place curb type sediment barriers on gently sloping street segments, where water can pond and allow sediment to separate from runoff. 2. Sandbags of either burlap or woven 'geotextile' fabric, are filled with gravel, layered and packed tightly. 3. Leave a one sandbag gap in the top row to provide a spillway for overflow. 4. Inspect barriers and remove sediment after each storm event. Sediment and gravel must be removed from the traveled way immediately. Curb and Gutter Barrier DEPARTMENT OF ECOLOGY NOT TO SCALE Revised June 2016 Please see http.Y/www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 2019 Stormwater Management Manual for Western Washington Volume 11- Chapter 3 - Page 364 JOSH GILCHRIST, PE 3J CONSULTING, INC. 748 MARKET STREET STE 301 TACOMA, WA 98402 (253) 470-4675 x201 josh.gilchrist@3j-consulting.com CITY SWPPP GENERAL NOTES 1. A TEMPORARY EROSION AND SEDIMENT CONTROL PLAN SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CLEARING AND/OR GRADING ACTIVITY. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION AND SEDIMENTATION CONTROL FACILITIES. 2. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THE PLANS ARE INTENDED TO BE THE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. THE PERMITTEE SHOULD ANTICIPATE THAT MORE CONTROL MEASURES MAY BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE SITE. IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY ARISE OR BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. THE CITY ENGINEER MAY REQUIRE ADDITIONAL MEASURES. 3. MEASURES NECESSARY TO INSURE COMPLETE SILTATION CONTROL OF THE SITE ARE REQUIRED AT ALL TIMES. IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE ANY EXISTING MEASURES, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. THE CITY ENGINEER MAY ALSO REQUIRE ADDITIONAL MEASURES. 4. ANY DIRT OR MUD TRACKED ONTO CITY STREETS BY CONSTRUCTION VEHICLES SHALL BE CLEANED UP IMMEDIATELY. DUST CONTROL SHALL BE MAINTAINED AT ALL TIMES. 5. DURING GRADING AND UTILITY INSTALLATION, OBSERVED SITE CONDITIONS MAY RESULT IN THE CITY ENGINEER MAKING A DETERMINATION THAT THE APPLICANT SHALL DIRECT A GEOTECHNICAL ENGINEER TO COMPLETE DETAILED GEOTECHNICAL INVESTIGATIONS AND PROVIDE THE CITY ENGINEER WITH RESULTS AND RECOMMENDATIONS PRIOR TO COMPLETION OF THE WORK OR ISSUANCE OF SUBSEQUENT APPROVALS AND PERMITS. 6. THE DEPARTMENT OF ECOLOGY REQUIRES PROJECT OWNERS TO OBTAIN A STORMWATER GENERAL PERMIT FOR CERTAIN PROJECTS.* *NOTE: THIS PROJECT IS EXEMPT AND DOES NOT QUALIFY FOR A GENERAL PERMIT. 7. ON APPROXIMATELY SEPTEMBER 15 OF ANY CONSTRUCTION YEAR, THE CITY ENGINEER MAY SCHEDULE A MEETING WITH THE DEVELOPER TO DISCUSS WINTER -SEASON SITE STABILIZATION/CLOSURE REQUIREMENTS. ALL EXPOSED SOILS SHALL BE STABILIZED USING (BMPs) DEFINED BY THE DEPARTMENT OF ECOLOGY AND KITSAP COUNTY STORMWATER MANAGEMENT MANUALS AND AS APPROVED BY THE CITY ENGINEER. TESC GENERAL NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES. 2. THE IMPLEMENTATION OF THIS ESC PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC BMPs IS THE RESPONSIBILITY OF THE APPLICANT UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 3. CLEARLY FLAG THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT FOR THE DURATION OF CONSTRUCTION. 4. CONSTRUCT THE ESC BMPs SHOWN ON THIS PLAN IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE APPLICANT SHALL INSPECT THE ESC BMPs DAILY AND MAINTAIN THEM AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 6. INSPECT AND MAINTAIN THE ESC BMPs ON INACTIVE SITES A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT (I.E. A 24-HOUR STORM EVENT WITH A 10-YR OR GREATER RECURRENCE INTERVAL). 7. AT NO TIME SHALL THE SEDIMENT EXCEED 60-PERCENT OF THE SUMP DEPTH OR HAVE LESS THAN 6-INCHES OF CLEARANCE FROM THE SEDIMENT SURFACE TO THE INVERT OF THE LOWEST PIPE. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 8. INSTALL STABILIZED CONSTRUCTION ENTRANCES AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 913 MILK Way, Suite A Tacoma, WA 98405 P: (360) 461-6478 www.thebaumwelt.com DIGITALLY SIGNED 2024.08.27 3J CONSULTING Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews, Senior Planner (360) 874-5533 sandrews@portorchardwa.gov Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (360) 461-6478 derrick@thebaumwelt.com Civil Engineer: 3J Consulting CONTACT: Josh Gilchrist, PE (253) 470-4675 x201 josh.giIchrist@3j-consuIting.com C0 O M 00 C O J UJ @ Q 0 0� Cn O U cc O Q O 0- W Q O Q 2 0 CV O ISSUE BID SET DRAWN JKG CHECKED ARD DATE Aug 28, 2024 JOB NUMBER 1013.0 TITLE TESC DETAILS SHEET C1.20 SHEET 4 OF 15 ------------ 0 MATERIALS PLAN SCALE: 1" = 10' LEGEND LIMIT OF WORK TENNIS COURT WITH PICKLEBALL COURTS 10,950 SQ FT COURT COLOR: GREEN BASKETBALL/FUTSAL COURT 4,570 SQ FT COLOR: GREEN CONCRETE PAVING PLANTING AREA 3" DEPTH MEDIUM GRADE WOOD CHIP MULCH RESTORED LAWN Al J/ 4 J /Zlz zzz�. z "/Z/, zz, cz //�j/5 //� ��/ ��� ��/ ��/ 2" WIDE WHITE TENNIS �/ �/ �� �/ �/ �� �/ �/ �� COURT STRIPING TYP SINGLE SWING 8 /�/ �/�/�/ CHAIN LINK GATE L4,00oo /�� /�� /, DOWELLED' oo �j// �� ISOLATION 1 2" WIDE BLUE PICKLEBALL /� �� /� 5 i /� / / JOINT AT EXISTING L4.01 .� COURT STRIPING (TYP) /��� ��//�� L4.02 TENNIS COURT POST �/ PAVEMENT/ / //� //� /� / i / //�' / / ; / / SINGCESINING - - 9 10 HIGH CHAIN LINK FENCE COURT LIGHTS - SEE ELECTRICAL / 5 ■ L4.00 CHAIN LINK GATEIN III L4.00 - - .d a J / n • n ° J X 10' CHAIN LINK FENCE RESTORATION 446 LF 10' NEW CHAIN LINK FENCE 300' LF TENNIS POSTS & NET °--I� BASKETBALL HOOP, SEE SPEC ® FUTSAL GOALS DISCLAIMER: THIS PLAN WAS DEVELOPED FROM KITSAP COUNTY GIS INFORMATION ALONG WITH AERIAL IMAGERY AND DOES NOT CONSTITUTE A SURVEY PERFORMED BY A PROFESSIONALLY LICENSED SURVEYOR. AS SUCH, THERE MAY BE DEVIATIONS TO FIELD CONDITIONS FROM WHAT IS SHOWN ON PLAN. CONTRACTOR TO FIELD VERIFY ALL LAYOUT, DIMENSIONS, AND QUANTITIES PRIOR TO STARTING WORK. TACOMA AVE GENERAL NOTES BEFORE CONSTRUCTION: 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN PUBLIC RIGHT-OF-WAY. RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. SCOPE OF WORK TENNIS/PICKLEBALL COURT 1. CRACK REPAIR: REPAIR ALL EXISTING CRACKS WITHIN THE COURT AREA PER SPECIFICATIONS. 2. NET POSTS: REPLACE ALL EXISTING NET POSTS AND FOOTINGS WITH NEW NET POSTS AND FOOTINGS AS DETAILED. PROVIDE NEW AND FOOTINGS AS SHOWN AND DETAILED. INSTALL NEW COURT NETS. 3. COURT SURFACING: PROVIDE AND INSTALL NEW COURT SURFACING AND STRIPING FOR BOTH TENNIS AND PICKLEBALL AS SHOWN. 4. CHAIN LINK FENCING RESTORATION: 4.1. DEMOLISH ALL EXISTING CHAIN LINK FENCE FABRIC GATES AND RAILS 4.2. REMOVE ALL RUST FROM EXISTING FENCE POSTS AND PAINT WITH ZINC -RICH PAINT BLACK 4.3. INSTALL NEW FENCE RAILS AND GATES AT LOCATIONS INDICATED 4.4. PROVIDE AND INSTALL CHAIN LINK FENCE FABRIC AND FASTENERS AS DETAILED. BASKETBALLIFUTSAL INSTALL 3" ASPHALT LEVELING OVERLAY, COURT SURFACING, AND STRIPE FOR FUTSAL AND BASKETBALL COURT PROJECT LAYOUT & STAKING FIELD LOCATING AND STAKING OF PROPOSED SITE IMPROVEMENTS SHALL BE BY DIMENSIONS SHOWN ON DRAWINGS. DIMENSIONS SHOWN ARE TAKEN AT'CENTERLINE OF FENCE' UNLESS OTHERWISE NOTED. 0 10, SCALE 1 "=10' KEY NOTES 1O PLACE NEW FENCE POSTS AT NORTH AT 10' O.C. AT EDGE OF ASPHALT PAVING O2 TENNIS LINES SHALL TAKE DOMINANCE ON THE TENNIS COURT. FUTSAL LINES SHALL TAKE DOMINANCE ON THE FUTSAL COURT. ORESTORE ALL AREAS DISTURBED BY CONSTRUCTION O4 THE FLOOR SURFACE OF WHEELCHAIR COMPANION SEATING SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 O5 BASE BID: PROVIDE ALL CONDUIT NECESSARY FOR ROUTING OF ELECTRICAL WIRING UNDER ALL HARDSCAPE AREAS TO ACCOMMODATE THE ELECTRICAL WORK IDENTIFIED IN ALTERNATE 1 This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to AL 2/ - 12/04/2024 Name Date BAUMWELT LANDSCAPE ARCHITECTURE 919 MILK Way Tacoma, WA 98405 P: (253) 345-1400 www.thebaumwelt.com 0\GK J.�E jef�` �C st �s,�9s EXP.0,1 1 a�% Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews Senior Planner (360) 874-5533 sandrews@portorchardwa.gov Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (253) 345-1400 derrick@thebaumwelt.com Civil Engineer: 3J Consulting CONTACT: Josh Gilchrist, PE (253) 470-4675 x 201 josh.gilchrist@3j-consulting.com Electrical Engineer: Cross Engineers CONTACT: Scott Kelly (253) 759-0118 scottk@crossengineers.com CD co co O J Lu rn Q 3: p < O = U cc U O Q Cc O Cc W a Q C7LO N O ISSUE 100% BID SET DESIGNED DE DRAWN SA CHECKED DE DATE Aug 28, 2024 JOB NUMBER 1013.01 TITLE LAYOUT & MATERIALS PLAN SHEET L2.00 SHEET 6 OF 15 LEGEND LIMIT OF WORK TENNIS COURT WITH PICKLEBALL COURTS 10,950 SQ FT COURT COLOR: GREEN BASKETBALL/FUTSAL COURT 4,570 SQ FT COLOR: GREEN .a. CONCRETE PAVING PLANTING AREA 3" DEPTH MEDIUM GRADE WOOD CHIP MULCH RESTORED LAWN X 10' CHAIN LINK FENCE RESTORATION 446 LF 10' NEW CHAIN LINK FENCE 300' LF TENNIS POSTS & NET °--I� BASKETBALL HOOP, SEE SPEC ® FUTSAL GOALS DISCLAIMER: THIS PLAN WAS DEVELOPED FROM KITSAP COUNTY GIS INFORMATION ALONG WITH AERIAL IMAGERY AND DOES NOT CONSTITUTE A SURVEY PERFORMED BY A PROFESSIONALLY LICENSED SURVEYOR. AS SUCH, THERE MAY BE DEVIATIONS TO FIELD CONDITIONS FROM WHAT IS SHOWN ON PLAN. CONTRACTOR TO FIELD VERIFY ALL LAYOUT, DIMENSIONS, AND QUANTITIES PRIOR TO STARTING WORK. ./ 4 4 . 4..J 0 • CO. 4 , 4 0 F_ .1 O co 0 N a 1 4 4 J. 4J.. o° J 4 J ° 4 4f 4 EQ SP d ° ° ° 4 4' d ° J °. J 4 ° 4 4 ,� a. a / ° ° J 4 4. /• � J d 4 % �. 4 J° W4-gE CHAIR J 4 COMPANION SEATING J a /4 a J J a ° ° a 4 3'-0" 27'-6" 1 CONCRETE SEAT WALL L4.02 d ° 4 ° q J j 4. ' J. °• / d 4 / d �J •. ° J ° J MATERIALS PLAN - ENLARGEMENT SCALE: 1 /4" = 1'- 0" GENERAL NOTES BEFORE CONSTRUCTION: 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN PUBLIC RIGHT-OF-WAY. RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. SCOPE OF WORK TENNIS/PICKLEBALL COURT 1. CRACK REPAIR: REPAIR ALL EXISTING CRACKS WITHIN THE COURT AREA PER SPECIFICATIONS. 2. NET POSTS: REPLACE ALL EXISTING NET POSTS AND FOOTINGS WITH NEW NET POSTS AND FOOTINGS AS DETAILED. PROVIDE NEW AND FOOTINGS AS SHOWN AND DETAILED. INSTALL NEW COURT NETS. 3. COURT SURFACING: PROVIDE AND INSTALL NEW COURT SURFACING AND STRIPING FOR BOTH TENNIS AND PICKLEBALL AS SHOWN. 4. CHAIN LINK FENCING RESTORATION: 4.1. DEMOLISH ALL EXISTING CHAIN LINK FENCE FABRIC GATES AND RAILS 4.2. REMOVE ALL RUST FROM EXISTING FENCE POSTS AND PAINT WITH ZINC -RICH PAINT BLACK 4.3. INSTALL NEW FENCE RAILS AND GATES AT LOCATIONS INDICATED 4.4. PROVIDE AND INSTALL CHAIN LINK FENCE FABRIC AND FASTENERS AS DETAILED. BASKETBALLIFUTSAL INSTALL 3" ASPHALT LEVELING OVERLAY, COURT SURFACING, AND STRIPE FOR FUTSAL AND BASKETBALL COURT PROJECT LAYOUT & STAKING FIELD LOCATING AND STAKING OF PROPOSED SITE IMPROVEMENTS SHALL BE BY DIMENSIONS SHOWN ON DRAWINGS. DIMENSIONS SHOWN ARE TAKEN AT'CENTERLINE OF FENCE' UNLESS OTHERWISE NOTED. CA: '74 • J a dot 4 • . ° 3 �QJP ° J J ° 5 THICKENED EDGE AT L4.00 CONCRETE 22'-2" 4 STAIR HANDRAIL L4.02 3 CONCRETE STAIR L4.01 J a° / Q. ° J q a f PLAN KEY NOTES 7�mm= 0 4' 8' SCALE 1/4"=V-0" 1O PLACE NEW FENCE POSTS AT NORTH AT 10' O.C. AT EDGE OF ASPHALT PAVING O2 RESTORE ALL AREAS DISTURBED BY CONSTRUCTION O3 THE FLOOR SURFACE OF WHEELCHAIR COMPANION SEATING SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to 12/04/2024 Name Date BAUMWELT LANDSCAPE ARCHITECTURE 919 MILK Way Tacoma, WA 98405 P: (253) 345-1400 www.thebaumwelt.com �\G K J. Ee��` N ti %s,�9s EXP.02�16\a�/ Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews Senior Planner (360) 874-5533 sandrews@portorchardwa.gov Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (253) 345-1400 derrick@thebaumwelt.com Civil Engineer: 3J Consulting CONTACT: Josh Gilchrist, PE (253) 470-4675 x 201 josh.gilchrist@3j-consulting.com Electrical Engineer: Cross Engineers CONTACT: Scott Kelly (253) 759-0118 scottk@crossengineers.com CD co co J U Q � 0 � Q = U cc U O Q cc O Z Cc w a W � Q � o LO N O ISSUE 100% BID SET DESIGNED DE DRAWN SA CHECKED DE DATE Aug 28, 2024 JOB NUMBER 1013.01 TITLE LAYOUT & MATERIALS ENLARGEMENT SHEET L2.01 SHEET 7 OF_ 15 -----" ---_ --_ - _ - -- -- - ---- -- - - - -- "-- - - - - - - ------- --- - ---- - - - - -- - - -- -- - — — _ -- - -- -_ _ - ------ - - - - - - - - -- _ _ - -- - , / a — — — — — — — — — — ------ - "------------------- - - - - -- ---- — - - — — — — ""--- — — — - --------- '- -- — ---- _ -------- - - - - ---------------- - -- - -- - --- - --------- - - - - -- J-- ---_ - ------ — — - _ -- - - -- _--- --- a - --- -----_ ----- - - -- _ ---------------------- -- - 14 i �----- --- _ � p lo oo -- / , r i LOPE T MIN-0.5% '-_ MAX-2%oo J J . d 00 00 / MATCH EXISTING J GRADES AT EDGES OF MAT H NEW CONCETE WALK � � • d ' d MAX FG 177.25 SLOPE / d MA CH MIN - 0.5% d MAX - 2% ° d./ . ° d .J �d •�s . J ° 0 1 GRADING PLAN SCALE: 1" = 10' LEGEND LIMIT OF WORK 104.72 PROPOSED SPOT ELEVATION (104.70) EXISTING SPOT ELEVATION ----- - GB ------ GRADE BREAK - - FLOW LINE MATCH � i MATCH EXISTING ELEVATION 44.9% DIRECTION AND PERCENTAGE OR H:V RATIO OF SLOPE FG FINISH GRADE HP HIGH POINT BS BOTTOM OF STEP TS TOP OF STEP BW BOTTOM OF WALL (AT FG OF PAVING) TW TOP OF WALL VIF VERIFY IN FIELD -------------------- (179 ----- (1g0)-- - --—-------- ------- (_81) ~ — ------------------- _f182)- __ ---------- ,003� - -- FG 179.04 TW 182.07� BW 180.57 GRADING NOTES 1. VERIFY ACCURACY OF EXISTING GRADES AND INTERPOLATED ELEVATIONS PRIOR TO BEGINNING WORK. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCY PRIOR TO BEGINNING WORK. 2. PROTECT ALL TREES INDICATED TO REMAIN. 3. ALL PROPOSED GRADES ARE TO MEET AND BLEND IN WITH EXISTING GRADING AT PROJECT LIMIT, PROPERTY LINES, BUILDING LINES AND EXISTING CURBS. 4. 'ROUND OFF' ALL SHARP RIDGES EXISTING ON SITE WHETHER OR NOT SUCH CONDITIONS ARE INDICATED ON PLANS. 5. NOTIFY THE OWNER'S REPRESENTATIVE TO REVIEW ROUGH GRADES PRIOR TO PLACEMENT OF TOPSOIL; AND FINE GRADING PRIOR TO PLANTING. 6. ALL AREAS SHALL HAVE POSITIVE DRAINAGE TO APPROVED DRAINAGE STRUCTURES OR CONVEYANCES. DISCLAIMER: THIS PLAN WAS DEVELOPED FROM KITSAP COUNTY GIS INFORMATION ALONG WITH AERIAL IMAGERY AND DOES NOT CONSTITUTE A SURVEY PERFORMED BY A PROFESSIONALLY LICENSED SURVEYOR. AS SUCH, THERE MAY BE DEVIATIONS TO FIELD CONDITIONS FROM WHAT IS SHOWN ON PLAN. CONTRACTOR TO FIELD VERIFY ALL LAYOUT, DIMENSIONS, AND QUANTITIES PRIOR TO STARTING WORK. FG 179.00 O — TW 180.52 x BW 179.02 FG 179 rn 5% MAX TS 180.52 BS 179 TS 184.50 BS 180.57 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT 0.5% SLOPE, MINIMUM. 8. ALL WALKWAYS AND PAVED AREAS SHALL HAVE SMOOTH AND CONTINUOUS ELEVATION CHANGES. 9. SET STRAIGHT GRADES BETWEEN GIVEN ELEVATIONS. UNLESS OTHERWISE INDICATED. 10. PROVIDE 2% MAX. SLOPE, PERPENDICULAR TO DIRECTION OF TRAVEL, ON ALL PAVED PEDESTRIAN SURFACES, UNLESS NOTED OTHERWISE. 11. GRADE BREAK LINES ARE SHOWN GRAPHICALLY TO ILLUSTRATE DRAINAGE PATTERNS AND ARE NOT TO BE INSTALLED AS ACTUAL JOINT LINES, EXCEPT WHERE THEY COINCIDE WITH PAVING JOINTS. 12. VERIFY IN FIELD THAT AS -BUILT CONDITIONS MATCH PRECISE ELEVATIONS INDICATED ON PLANS. m I d I I a ° 4 4--------- 4 - - ----- --_ --FG180.00 ---- ---------------- d PLAN 0 10, 20' SCALE 1 "=10' This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to 2/ - 12/04/2024 Name Date BAUMWELT LANDSCAPE ARCHITECTURE 919 MILK Way Tacoma, WA 98405 P: (253) 345-1400 www.thebaumwelt.com \G K J, EE ( to ti ,9s EXP.02�16\a�/ Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews Senior Planner (360) 874-5533 sandrews@portorchardwa.gov Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (253) 345-1400 derrick@thebaumwelt.com Civil Engineer: 3J Consulting CONTACT: Josh Gilchrist, PE (253) 470-4675 x 201 josh.gilchrist@3j-consulting.com Electrical Engineer: Cross Engineers CONTACT: Scott Kelly (253) 759-0118 scottk@crossengineers.com CD co co O U 0 O Q 2 U cc U O Q Cc O Cc W a O CQC G o LO N O ISSUE 100% BID SET DESIGNED DE DRAWN SA CHECKED DE DATE Aug 28, 2024 JOB NUMBER 1013.01 TITLE GRADING PLAN SHEET L3.00 SHEET 8 OF 15 NOTES 1. ANY DAMAGE TO WALK SHALL BE REPAIRED BY REMOVING DAMAGED CONCRETE PAVING SECTIONS AT JOINT LINES AND REPLACING WITH NEW CONCRETE PAVING (NO PARTIAL PATCHING ALLOWED). 2. JOINT SPACING AS SHOWN ON PLANS & DETAILS. 3. COORDINATE JOINT LOCATIONS IN ABUTTING PAVING WITH JOINTS IN CONCRETE PAVING (TYP). yI\I[NIIIIIIIIN707-�*l-6iy■0LQ0RUM "I CONCRETE PAVING - PEDESTRIAN SCALE: 1 1/2" = 1'-0" FEATHERED EDGE OF TENNIS COURT SURFACING MATERIAL (SEE SPECS) TENNIS COURT SURFACING MATERIAL (SEE SPECS), COLOR=GREEN EXISTING SURFACING OVER ASPHALT CONCRETE COURT PAVEMENT (TYP) CONCRETE PAVING, DEPTH (D*) TO MATCH EXISTING CONCRETE PAVING THICKNESS (4"MIN.) 4"MIN. COMPACTED DEPTH AGGREGATE BASE COURSE COMPACT SUBGRADE TO 95% OF MAX. DRY DENSITY (TYPICAL) SECTION EXISTING FENCE POST (TYP) FINAL EDGE OF PAVING PAVE ASPHALT BEYOND FINAL EDGE THEN SAWCUT AT FINAL EDGE TO A SMOOTH, CRISP VERTICAL EDGE ±3" COMPACTED DEPTH HMA CLASS 1 PG 58-22 (CLASS 'B') ASPHALT CONCRETE PAVEMENT. DEPTH VARIES AS NECESSARY TO PROVIDE LEVELING ACROSS ENTIRE COURT ATHLETIC COURT SURFACING OVER ASPHALT CONCRETE COURT PAVEMENT (TYP) EXISTING ASPHALT SECTION EXISTING CRUSHED SURFACING BASE COURSE 1 FUTSAL COURT SURFACING i 3/4" = V-0" EXISTING GRADE + c TENNIS COURT SURFACING 4 SCALE: 1 1/2" = 1'-0" SECTION NO FENCE TO LOCKABLE GATE LATCH RAIL THRU GATE MALLEABLE FORK LATCH (INSURE FREE WRIST SWING SPACE) 4.0"O.D. FENCE 5'-0" 5'-0" ol POST AT GATE SET TOP OF GATE AND FENCE FLUSH (TYP) 9 10' HIGH CHAIN 4.0"O.D. FENCE POST AT GATE L4.00 LINK FENC (TYP) 1/2" TRUSS ROD 0 0 9 GA. 2" MESH FABRIC (ON SET HINGES TO ALLOW GATE - COURT SIDE) _ SWING 1800 TO SECURE TO FAMILY. PROVIDE OPEN GATE TOP OF PAVING HOLDER (TYP). I=1 I I=1 I I -I-fl I I=1 11= I=1 11= LOCKABLE CENTER DROP 1- ROUND CONC. ' " ROD ASSEMBLY (FIELD ,� I POST FOOTING, ADJUST AS REQ'D.) FC = 3000 PSI PROVIDE OPEN GATE SLOPE TOP AWAY HOLDERS FOR EACH FROM POST (TYP) �15" 0 GATE (TYP) 10' HIGH DOUBLE SWING CHAIN LINK GATE 2" MIN NEW FENCE POST 18" MIN (COMPACTED SUBGRADE) FINISH GRADE 91 NEW FENCE FOOTING OR CONCRETE CURB (NORTH SIDE ONLY - ALTERNATE 2) FINISH GRADE 1/2" TOOLED RADIUS AT EDGES CONCRETE PAVING COMPACTED AGGREGATE BASE THICKENED EDGE AT CONCRETE PAVING i SCALE: 1/2" = 1'-0" 4.0"O.D. FENCE — POST AT GATE 9 10' HIGH CHAIN L4.00 LINK FENCE (TNI 1/2" TRUSS ROD 9 GA. 2" MESH FABRIC (ON COUR SIDE) TOP OF PAVING NOTE: SAWCUT JOINTS WHILE CONCRETE IS "GREEN". 1 CONTRACTION JOINT SAW -CUT SECTION `� SCALE: 1 1/2" = 1'-0" SECTION SET TOP OF GATE AND FENCE FLUSH (TYP) 4.0"O.D. FENCE POST AT GATE 5'-0" LOCKABLE GATE LATCH MALLEABLE FORK LATCH (INSURE FREE WRIST SWING SPACE) ' I I=�r-- —III—I I I —I I I —I I,ROUND CONC. POSTI III 11 ° e I II co FOOTING, FC = 3000 PSI SLOPE TOP I— 115"DIA. AWAY FROM POST (TYP) SINGLE SWING CHAIN LINK GATE NOl SLC PAV AW) RAILING MOUNT IN CONCRETE PAVING V i SCALE: 1 1/2" = 1'-0" NOTE: ATTACH FABRIC TO RAILS AND POSTS WITH 11 GA. STL. TIES AT 12"O.C., DOUBLE WRAP BOTH ENDS OF TIES (TYP) COURT SIDE OF FENCE This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to 12/04/2024 Name Date SAWCUT CONTRACTION JOINT CONCRETE PAVING- CONDITION VARIES, SEE PLAN D = PAVING DEPTH SECTION 1/2" X 1-1/2" S.S. FLAT BAR POST 3/8"T X 4" SQ S.S. PLATE WITH 1/2" X 1-1/2" SLOT TO ACCEPT BAR - EPDXY IN PLACE CORE DRILL 2-1/2" 0 OPENING AT POST, TYP. EPDXY POST IN PLACE PROVIDE 2 (1/2") HOLES IN FLAT BAR POST, TYP. COMPACTED SUBGRADE CONCRETE FOOTING COMPACTED AGGREGATE BASE 1.66"O.D. GALV. STEEL TOP RAIL INSTALL NEW 9 GA. 2" MESH CHAIN LINK FABRIC, (ON COURT SIDE) EXISTING POSTS AT TENNIS EXISTING GALV. STEEL FENCE LINE POSTS, REMOVE RUST FROM POSTS AND RELATED FITTINGS AND PAINT WITH ZINC RICH PAINT BLACK (TYP) NEW POSTS AT FUTSAL 2.375" O.D. GALV STEEL FENCE LINE POSTS AT 10' O.C. (MAX) (2.875" O.D. AT TERMINAL AND GATE POSTS-TYP) 1.66"O.D. GALV. STEEL MID RAIL 1.66"O.D. GALV. STEEL BOTTOM RAIL 2"MAX. EXISTING GRADE \\ ' N 10' HIGH CHAIN LINK FENCE ROUND CONC. POST FOOTING, FC = 3000 PSI SLOPE TOP AWAY FROM POST (TYP) SECTION BAUMWELT LANDSCAPE ARCHITECTURE 919 MILK Way Tacoma, WA 98405 P: (253) 345-1400 www.thebaumwelt.com K J. C °ad bb�, 40 ti EXP.02116\a�/ Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews Senior Planner (360) 874-5533 sandrews@portorchardwa.gov Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (253) 345-1400 derrick@thebaumwelt.com Civil Engineer: 3J Consulting CONTACT: Josh Gilchrist, PE (253) 470-4675 x 201 josh.gilchrist@3j-consulting.com Electrical Engineer: Cross Engineers CONTACT: Scott Kelly (253) 759-0118 scottk@crossengineers.com co co J UJ rn Q 3: � 0 in C/) Q = U L O Q Cc O Cc LU > a W � Q � O LO N 0 100% BID SET DESIGNED DE DRAWN SA CHECKED DE DATE Aug 28, 2024 JOB NUMBER 1013.01 TITLE SITE DETAILS L4.00 SHEET 9 OF _ SCALE: 1/4" = V-0" SECTION SCALE: 1/4" = 1'-0" SECTION SCALE: 1/2" = V-0" SECTION 15 This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to 12/04/2024 Name Date NOTES: INSTALL MASON SAND ON TOP OF SEALANT. CONCRETE PAVING 3/8" ° • D •D t JOINT FILLER STRIP WITH BACKER ROD AND SEALANT 1/4" RADIUS, TYP. 3/4"OX12" SLIP DOWEL W/SLEEVE 12" O.C. EXISTING CONCRETE PAVING DOWELLED ISOLATION JOINT AT EXISTING PAVEMENT SCALE: 1 1/2" = 1'-0" SECTION DOWELLED ISOLATION JOINT EXISTING F TO F MINIMIZE DISTURBANCE BELOW EXISTING PAVING TO REMAIN #4 REBAR @ 12" O.C., BOTH WAYS COMPACTED AGGREGATE BASE COMPACTED SUBGRADE NOTE: CONTRACTOR TO FIEL TREAD DEPTH AND RI; NOTE: INSTALL MASON SAND ON TOP OF SEALANT BEFORE SEALANT CURES, TYP. VERTICAL ELEMENT: (I.E., STAIR, BLDG. SLAB, VAULT, ETC.) JOINT FILLER STRIP, FULL DEPTH WITH BACKER ROD AND SEALANT 1/4" RADIUS, TYP. CONCRETE PAVING- CONDITION .,� N4 •••• St•.a ' '• 3/8" VARIES, SEE PLAN ,• t t• t. ' ,may .♦ t .t'•.� •1t• ISOLATION JOINT AT VERTICAL ELEMENT SCALE: 1 1/2" = 1'-0" SECTION IIV 1 V VI1AUI0 I UI\ULU L—nix I I I A IllTr t'. 1. ALL TREE PROTECTION AREAS SHALL HAVE PROTECTIVE BARRIER FENCES ERECTED AT THE EDGES OF THE ROOT PROTECTION ZONES OR AS INDICATED ON PLANS. 2. THE FENCES SHALL BE MADE OF CHAIN LINK FABRIC AND SUPPORTED BY T-BAR METAL FENCE POSTS SPACED A MAXIMUM OF 8-FEET APART. 3. NO GRADING, FILLING, OPERATION OR STORAGE OF EQUIPMENT, MODIFICATIONS TO DRAINAGE, UTILITY TRENCHES, UNDERSTORY REMOVAL, OR OTHER ACTIVITY SHOULD OCCUR WITHIN THE ROOT PROTECTION ZONES (UNLESS UNDER THE DIRECT SUPERVISION OF A CERTIFIED ARBORIST). 4. TREE FENCES SHALL BE ERECTED AROUND ROOT PROTECTION ZONE OF ALL TREES TO BE SAVED PRIOR TO THE START OF CONSTRUCTION. 5. REMOVE TREE PROTECTION FENCING ONE WEEK PRIOR TO PHYSICAL COMPLETION. S1 TREE PROTECTION FENCING SCALE: 1/2" = 1'-0" UJ FINISH ry � GRADE Q (VARIES) z_(If UJ �o CO n U U M A ♦//�� X p D ii C p p 411 411 SECTION 1/4" RADIUS @ ALL EXPOSED HOR. & VERT. EDGES, TYP. #4 TIES @ 12" O.C. (3) #4 REBAR, CONTINUOUS COMPACTED AGGREGATE BASE COMPACTED SUBGRADE BAUMWELT LANDSCAPE ARCHITECTURE 919 MILK Way Tacoma, WA 98405 P: (253) 345-1400 www.thebaumwelt.com Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews Senior Planner (360) 874-5533 sandrews@portorchardwa.gov Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (253) 345-1400 derrick@thebaumwelt.com Civil Engineer: 3J Consulting CONTACT: Josh Gilchrist, PE (253) 470-4675 x 201 josh.gilchrist@3j-consulting.com Electrical Engineer: Cross Engineers CONTACT: Scott Kelly (253) 759-0118 scottk@crossengineers.com —0 co co O < CL 0 0 Q 0 = U L O Q cc O Cn Cc w a W � Q � O L0 N O 100% BID SET DESIGNED DE DRAWN SA CHECKED DE DATE Aug 28, 2024 JOB NUMBER 1013.01 SITE DETAILS 3 CONCRETE STAIR SCALE: 3/4" = 1'-0" SECTION CONCRETE CHEEK WALL SCALE: 1/2" = 1'-0" SECTION L4.01 SHEET 10 OF 15 SKATE DETERRENT, TYF ISOLATION JOINT A VERTICAL ELEMEN 1/2" X 9" STEEL SI WITH PVC SLEEVE Al CONCRETE PAVINI CONCRETE SEAT WALL SCALE: 1 " = V-0" UTAIVIL I LK UI- KUU I BALL FRAXINUS AMERICANA DECIDUOUS TREE - 3" CALIPER SIZE WOOD STAKES - REMOVE STAKES AND TIES AFTER 1 FULL YEAR OF PLANTING TREE TIES INSTALL ROOT BALL 1" ABOVE FINISH GRADE MULCH RING, 4" TO 6" CLEAR OF TRUNK ROOT BALL; CUT AND REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM THE TOP AND SIDES OF THE ROOT BALL PRIOR TO BACK FILLING; CUT WIRE BASKET (IF USED) AND REMOVE AFTER SETTING TREE IN PLANTING PIT FINISH GRADE 3" HIGH WATER BASIN AT EDGE OF MULCH RING BACKFILL SOIL MIX SET ROOT BALL ON UNDISTURBED SOIL NOTE: INSTALL SLOW RELEASE WATERING BAG AROUND TRUNK OF TREE DECIDUOUS TREE PLANTING 3 SCALE: 3/8" = V-0" SECTION SET TOP OF SURFACING FLUSH (TYP) ADJACENT CONDITION - VARIES EXISTING FENCE POST 1/2"R TOOLED EDGE (TYP) ADJACENT SURFACE - SEE PLANS (2)#4 REBAR CONT. (TYP) (BEND AROUND POSTS) CONC. CURB, FC = 3000 PSI W/EXP. JTS. AT 10'O.C. (TYP) COMPACT SUBGRADE TO 95% OF MAX. DRY DENSITY ALTERNATE 2: CONCRETE EDGE CURB AT FUTSAL SCALE: 1/2" = V-0" SECTION 12" SEE RAIL END MIN ENLARGEMENT 1/2" X 1-1/2" STAINLESS STEEL FLAT o BAR TYP. M =I I F—F I I CAST -IN -PLACE CONCRETE WALL (8) #4 BAR CONTINUOUS, EVENLY SPACED #4 BAR @ 12" O.C. COMPACTED AGGREGATE BASE COMPACTED SUBGRADE SECTION `-rAINLESS STEEL TUBE CONCRETE CHEEKWALL BEYOND CONCRETE STAIRS CONCRETE PAVING - PEDESTRIAN WELDED =1 I I=1 I I=1 I I ov " CONNECTION. —I I 6 RAILING MOUNT L4.00 GRIN s OOTD _ ; � I I El I El I I -I I 1 1/ GRIN B R TO- Nt— I F WITH RAIL O.D. TUBE RAIL NOTES: =F I F-F I F-F I F-11 i-F I F FLAT BAR - 1. SUBMIT RAILING SHOP DRAWINGS FOR APPROVAL BY OWNER'S ELEVATION SECTION REPRESENTATIVE. RAIL END ELARGEMENT (NTS) EASE EDGES 2. CONTINUOUS SEAM -WELD ALL JOINTS. GRIND WELDS SMOOTH. EASE ALL EDGES. 3. PROVIDE WEEP HOLE AT LOW POINT IN UNDERSIDE OF RAIL. 4. DETAIL FOR ILLUSTRATIVE PURPOSES ONLY. SEE 614.01 FOR DESIGN STAIR HANDRAIL SCALE: 1/2" = V-0" SECTION 2 5 NOTE: 1. PROVIDE ONE MOCKUP INSTALLATION OF SKATEBOARD DETERRENT FOR APPROVAL BY OWNER'S REPRESENTATIVE. 2. SKATE STOPS TO BE LOCATED 30" O.C. SKATE DETERRENT SCALE: 3" = 1'-0" FINISH GRADE TENNIS COURT SURFACING Cw n 0 a- w w z TENNIS COURT POST SCALE: 1/2" = V-0" - SKATEBOARD DETERRENT, SET WITH EPDXY. INSTALL PER MANUFACTURER'S INSTRUCTIONS - SET OVERHANGING LIP FLUSH TO - VERTICAL AND HORIZONTAL FACE OF CONCRETE N Q �75 - SEAL EXPOSED SAW CUT WITH COLOR MATCH CAULK FLUSH TO SURFACE OF CONCRETE. APPLY COLOR MATCHED SAND TO CAULK - DEPTH OF SAW CUT. SAW CUT TO BE 1/8" WIDER THAN INSERT AND PERPENDICULAR TO FACE OF WALL - CONCRETE WALL NOTE: ATTACH NET TO NET POST PER MANUFACTURER'S RECOMMENDATIONS GALV. STEEL TENNIS NET POST (PER MFR), SET PLUMB `- Do D ET POST SLEEVE W/END CAP PER MFR., SET PLUMB W/TOP U. FLUSH W/EXIST. COURT SURF. MIN. ROUND CONCRETE POST FOOTING, FC = 3000 PSI SECTION SECTION SECTION This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to 777 � 12/04/2024 Name Date BAUMWELT LANDSCAPE ARCHITECTURE 919 MILK Way Tacoma, WA 98405 P: (253) 345-1400 www.thebaumwelt.com K J. EC °ad bb�, 40 ti 6s,�9s EXP.02�16\a�/ Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews Senior Planner (360) 874-5533 sandrews@portorchardwa.gov Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (253) 345-1400 derrick@thebaumwelt.com Civil Engineer: 3J Consulting CONTACT: Josh Gilchrist, PE (253) 470-4675 x 201 josh.gilchrist@3j-consulting.com Electrical Engineer: Cross Engineers CONTACT: Scott Kelly (253) 759-0118 scottk@crossengineers.com CD co co O J U < � 0 Q = U cc U O Q Cc O (n Cc w a W � Q � O LO CV CD 100% BID SET DESIGNED DE DRAWN SA CHECKED DE DATE Aug 28, 2024 JOB NUMBER 1013.01 SITE DETAILS L4.02 SHEET 11 of 15 This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to GENERAL NOTES: ELECTRICAL DEMOLITION NOTES: BAUMWELT LANDSCAPE ARCHITECTURE Z/ - 12/04/2024 Name Date O U T) 0 0 W 0 r- 0 I N 00 0 N U Q Q E T U O 4-1 Q Q Q O iY U Z V O U / T E Q Ln 0 N r; N 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON LANDSCAPE AND CIVIL DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL CIVIL AND LANDSCAPE SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION AND INCLUDE COSTS FOR THIS WORK IN THE BID. 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-(800)-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. I VLL .TURE OLE 'URE X V—X X )MA AVE v 1L)V1 I L LIVI I I I VLL AND LIGHT FIXTURE O EXISTING LIGHT FIXTURE, EXISTING STEEL LIGHT POLE AND EXISTING CONCRETE BASE TO BE REMOVED AND REPLACED WITH NEW. REMOVE EXISTING CONDUCTORS BACK TO SOURCE POINT. EXISTING ELECTRICAL SERVICE CABINET TO BE REPLACED WITH NEW. SEE SHEET E1.01 FOR NEW SERVICE. u �L)�� Fr-: LIGHT POLE AND LIGHT FIXTURE O (E)SITE LIGHT POLE O (E)SITE LIGHT POLE AND LIGHT FIXTURE AND LIGHT FIXTURE X X X \ X X 6 X X X X X X X —X X X X S (E)70A, 120/208V, 1 PH, 4W LOAD 2 CENTER AND UTILITY METER TO BE REPLACED CROSS ENGINEERS, INC 923 MLK Jr. Way Phone: (253) 759-0118 Tacoma, WA 98405 Job Number: 24-079 info@crossengineers.com 913 MILK Way, Suite A Tacoma, WA 98405 P: (360) 461-6478 www.thebaumwelt.com N L. 7ER " It 8/ 28 /24 Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews, Senior Planner (360) 417-4557 tdtucker@cityofpa.us Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (360) 461-6478 derrick@thebaumwelt.com Civil Engineer: Zenovic & Associates, Inc. CONTACT: Seth Rodman, PE (360) 417-0501 seth@zenovic.net co co co 0 J W < Q 0 o Q co Q = U cc L" O F --- Q O a_ co Cc Z) W QQ W0 2i 0 Q N O ISSUE BID SET DESIGNED SJK DRAWN JAE CHECKED SLH DATE August 28, 2024 JOB NUMBER 24-079 TITLE EXISTING/DEMO ELECTRICAL SITE PLAN SHEET E 1.00 SHEET OF This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to 12/04/2024 Name Date LIGHTING FIXTURE SCHEDULE GENERAL NOTES: 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND TYPE MANUFACTURER LAMPS WATTS MOUNTING SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON LANDSCAPE AND CIVIL DRAWINGS. P1 MCGRAW-EDISON LED 124 POLE ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE GLEON-SA3-B-740-U-SL4-BZ SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL CIVIL AND LANDSCAPE OR EQUAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION AND INCLUDE COSTS FOR THIS WORK IN THE BID. P2 ILP LIGHTING LED 79 POLE VFM-10L-U-CCTS-M-TRN-BRZ-VFM/ 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND VISOR-VF/TRN/VFM OR EQUAL PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-(800)-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. ELECTRICAL NOTES: CONTRACTOR SHALL REMOVE EXISTING STEEL POLE, CONCRETE BASE AND LIGHT FIXTURE AND REPLACE WITH NEW. SEE DETAIL B, SHEET E1.03 FOR NEW POLE, CONCRETE BASE AND LIGHT. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW LIGHT POLE. PROVIDE NEW (2)#10 CU & (1)#10 CU GRD IN EXISTING CONDUIT AND CONNECT TO NEW POWER PANEL SP. CONTRACTOR SHALL PROVIDE NEW ELECTRICAL SERVICE MOUNTING STRUCTURE WITH PANEL "SP" AND LIGHTING CONTROL PANEL. SEE DETAIL A, SHEET E1.02 FOR MOUNTING STRUCTURE REQUIREMENTS. PROVIDE WET LOCATION RATED, STAINLESS STEEL, TOUCH BUTTON SWITCH MOUNTED AT FENCE WITH NEMA 4X BACKBOX AND GALVANIZED STEEL MOUNTING POST AT FENCE FOR CONTROL OF COURT LIGHTS. TOUCH BUTTON SWITCH SHALL BE INTELLIGENT LIGHTING CONTROLS #WTB-27mm-1 OR APPROVED EQUAL. PROVIDE 3/4"C-WITH 12/4 NC TRAY CABLE FROM PUSHBUTTON TO LIGHTING CONTROL PANEL(LCP) FOR CONTROL OF COURT LIGHTING RELAY. PROVIDE WSDOT J-40, HEAVY DUTY, TYPE 4, HANDHOLE WITH GALVANIZED, NON -SLIP COATED, LID. CONTRACTOR SHALL TACK WELD LID AT COMPLETION OF PROJECT AFTER OWNER REVIEW AND SIGN -OFF. �X X x x x y X X X X X X X X X X X X X X X X X X X X X P2 LJJ 2 LJP2 X 1 1 O 1 A x E1.03 NEW LIGHT POLE AND (TYPICAL TYPE P1) LIGHT FIXTURE 1 1 � X NEW LIGHT POLE AND X LIGHT FIXTURE x x 3/4"C-(2)#10 CU 3/4"C-(2)#10 CU & (1)#10 CU GRID & (1)#10 CU GRID x x X o 3 J x x 3/4"C-(2)#10 CU x (1)3/4"C-(2)#10 CU & (1)#10 CU GRID & (1)#10 CU GRID x (1)3/4"C-12/4 PVC TRAY CABLE x y NEW LIGHT POLE AND LIGHT FIXTURE NEW LIGHT POLE AND LIGHT FIXTURE 1 Pi x (1)3/4"C-(2)#10 CU & (1)#10 CU GRID x (1)3/4"C-12/4 PVC TRAY CABLE OI J x NEW POWER o HANDHOLE 1 1 1 X x X X X- P2 X X X X X X Q X X _x_x X —X X X X X X I L y y0 4 (1)3/4"C-(2)#10 CU & (1)#10 CU GRID NEW 100A, 120/240V, 1 PH (1)111 SPARE ELECTRICAL SERVICE (1)3/4"C-12/4 PVC TRAY CABLE NEW 100A, PUGET SOUND - - - - ENERGY UTILITY METER BASE AND METER MOUNTED ON - EXISTING WOOD POLE. - TACOMA AVE NEW/EXISTING ELECTRICAL SITE PLAN N SCALE: 1 "=10'-0" CROSS ENGINEERS, INC 923 MLK Jr. Way Phone: (253) 759-0118 Tacoma, WA 98405 Job Number: 24-079 info@crossengineers.com BAUMWELT LANDSCAPE ARCHITECTURE 913 MILK Way, Suite A Tacoma, WA 98405 P: (360) 461-6478 www.thebaumwelt.com N L. Algwt S/ 28 /24 Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews, Senior Planner (360) 417-4557 tdtucker@cityofpa.us Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (360) 461-6478 derrick@thebaumwelt.com Civil Engineer: Zenovic & Associates, Inc. CONTACT: Seth Rodman, PE (360) 417-0501 seth@zenovic.net co co co O U co U cc L" O F --- Q O co Cc w Q O Q � Q N O ISSUE BID SET DESIGNED SJK DRAWN JAE CHECKED SLH DATE August 28, 2024 JOB NUMBER 24-079 TITLE NEW/EXISTING ELECTRICAL SITE PLAN SHEET E1.01 SHEET OF This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to ELECTRICAL NOTES: BAUMWELT LANDSCAPE ARCHITECTURE 2/ - 12/04/2024 Name Date 0 m N O W O N 0 N 0 D am Q 0) Ln 0 N N Q LIGHTING CONTROL PANEL - LCP (4 RELAY PANEL) CIRCUIT RELAY LOCAL SWITCH AREA CONTROL SP-1 LCP-1 PUSHBUTTON TENNIS COURT TC1 SP-2 LCP-2 PUSHBUTTON FUTSAL/BASKETBALL TC1 SPACE LC-3,4 - - - LIGHTING CONTROL NOTES: TC1 = CONTROLLED BY PUSHBUTTON SWITCH. WHEN SWITCH IS ACTIVATED LIGHTS SHALL TURN ON FOR 2-HOURS AUTOMATICALLY AND THEN TIME-OUT. NEMA 4X SURFACE MOUNTING 10,000 AIC PANEL SCHEDULE No. SP LOCATION: SITE SERVING: SITE 120/240 VOLTS 1PH 3WIRE 100 AMPS WITH 100 MAIN BREAKER CKT NO. LOAD DESCRIPTION KVA TRIP AMPS TRIP AMPS KVA LOAD DESCRIPTION CKT NO. 1 TENNIS COURT LIGHTS .47 20 20 20 I 20 .50 BASKETBALL COURT LIGHTS 2 3 RECEPTACLE .18 .10 LIGHTING CONTROL PANEL 4 20 20 5 SPARE SPARE 6 7 SPACE SPACE 8 9 SPACE SPACE 10 11 ISPACE I I ISPACE 1 12 REMARKS: SERVICE ENTRANCE RATED. CONNECTED LOAD: 1.3 KVA 5 AMPS DEMAND LOAD: 1.5 KVA 6 AMPS PANEL SP LOAD CALCULATIONS SERVICE KVA LOAD FACTOR NEC REF. DEMAND LOAD LIGHTING .97 X 1.25 220.19(A)(1) = 1.21 RECEPTS TO 10KW .18 X 1.00 220.44 = .18 RECEPTS OVER 10KW - X 0.50 220.44 = MOTORS (LARGEST) X 1.25 430.24 = MOTORS X 1.00 430.24 = KITCHEN EQUIP. X 1.00 220.56 = WELDERS X 1.00 630.11(13) _ AIR CONDITIONING X 1.00 220.50 = ELECTRIC HEAT X 1.00 220.51 = - MISCELLANEOUS .10 X 1.00 = .10 TOTAL CONNECTED 1.3 KVA TOTAL DEMAND 1.5 KVA (5 AMPS) (6 AMPS) ED GRADE LCP PANEL SP A SERVICE EQUIPMENT MOUNTING 1.02 NOT TO SCALE EXISTING AERIAL CONDUCTORS TO EXISTING PSE POLE MOUNTED TRANSFORMER. AIC = 17,800 PROVIDE 8'-0" SECTION OF 3" RIGID GALVANIZED STEEL CONDUIT WITH THREADED END CAP. PROVIDE 8" ROUND x T-0" DEEP, 3000 PSI, CONCRETE BASE AND EMBED CONDUIT T-0" BELOW FINISHED GRADE. TYPICAL OF TWO (2). PROVIDE (4)1-5/8" HOT DIP GALVANIZED STRUT BETWEEN RIGID STEEL CONDUIT POSTS FOR MOUNTING EQUIPMENT. DRILL CONDUIT AND PROVIDE STAINLESS STEEL MOUNTING HARDWARE FOR STRUT AND EQUIPMENT MOUNTING. PROVIDE 120V, 20A, GFCI DUPLEX RECEPTACLE WITH A NEMA 3R LOCKABLE, METALLIC, "IN -USE" COVER. PROVIDE (2)10'-0" x 3/4" COPPER CLAD STEEL GROUND RODS SPACED NO LESS THAN 10 FEET APART. PROVIDE #6 BARE CU BETWEEN EACH GROUND ROD AND UP TO EQUIPMENT MOUNTING STRUCTURE AND ELECTRICAL PANEL. PROVIDE 4-RELAY, NEMA 4X, LIGHTING CONTROL PANEL(LCP) ADJACENT TO PANEL SP. CONTRACTOR SHALL ROUTE TENNIS COURT AND FUTSAL/BASKETBALL COURT LIGHTING CIRCUITS THROUGH CONTROL PANEL RELAYS FOR ON/OFF CONTROL. LIGHTING CONTROL PANEL SHALL BE INTELLIGENT LIGHTING CONTROLS #LL-04 OR APPROVED EQUAL. n EXISTING WOOD MOUNTING I 1 f POLE TO REMAIN II I I I EXISTING WEATHERHEAD Y AND POLE RISER II II I IA I EXISTING PSE 100A METER I I TO BE REPLACED WITH NEW 1 I II II II II/2 II II II u AVAILABLE FAULT CURRENT = 7,624 NEW POWER PANEL PANEL SID TO NEW TENNIS COURT LIGHTS 100A TO NEW FUTSAL/BASKETBALL 3 COURT LIGHTS GRD- 3 NEW LIGHTING CONTROL PANEL "LCP" EXISTING/NEW POWER RISER DIAGRAM NO SCALE CONDUIT AND CONDUCTOR SCHEDULE: (E)2"C-EXISTING CONDUCTORS TO REMAIN ZL NEW 1-1/2"C-(3)#3 CU ANEW 3/4"C-(2)#10 CU & (1)#10 CU GRID (E)3/4"C-WITH NEW (2)#10 CU & (1)#10 CU GRID 913 MILK Way, Suite A Tacoma, WA 98405 P: (360) 461-6478 www.thebaumwelt.com N L. 7E� AL �-� 8/ 28 /24 Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews, Senior Planner (360) 417-4557 tdtucker@cityofpa.us Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (360) 461-6478 derrick@thebaumwelt.com Civil Engineer: Zenovic & Associates, Inc. CONTACT: Seth Rodman, PE (360) 417-0501 seth@zenovic.net (D co 00 C OUJ J < 0 co Q = U c1cQ O F_ O z LU Q LLJ O Q 2i C) Q C\1 0 r ISSUE BID SET DESIGNED SJK DRAWN JAE CHECKED SLH DATE August 28, 2024 JOB NUMBER 24-079 TITLE POWER RISER/ ELECTRICAL DETAILS SHEET 7D O O A p; CROSS ENGINEERS, INC 923 MLK Jr. Way Phone: (253) 759-0118 Tacoma, WA 98405 Job Number: 24-079 info@crossengineers.com E1.02 SHEET OF This submittal has been reviewed by The City of Port Orchard and is APPROVED NOT APPROVED due to 12/04/2024 Name Date 16'-0" 2'-0" . m 0 w O z a� I a MINIMUM 3" CONCRETE COVER, TYPICAL 18" Q PROVIDE TWO(2) STAINLESS STEEL BIRD SPIKE STRIPS ON LIGHT FIXTURE AND ARM ,HT FIXTURE, TYPE P1 E STEEL POLE PAINTED -I LIGHT FIXTURE HANDHOLE PROVIDE GROUND LUG AND FUSES SACK FINISH TYPICAL. FINISHED GRADE OR CURB EIGHT #4 BARS EVENLY SPACED MINIMUM 3/4" PVC SCHEDULE 40 #4 HOOPS V-0" CENTERS A LIGHT POLE AND CONCRETE BASE 1.03J NOT TO SCALE FINAL FINISHED GRADE FOR GRASS OR UNFINISHED AREAS RAKE SMOOTH WALKWAY CONCRETE. SEE CIVIL FOR REQUIREMENTS 6'1 RED "TERRA TAPE" WARNING 24" TAPE (ELEC. BURIED BELOW) I - NATIVE BACKFILL, CLEANED OF - ORGANIC MATERIAL AND COBBLES LARGER THAN 3" IS ACCEPTABLE. 3 COMPACT TO 95% CONDUIT(S). QUANTITY VARIES. 3" — SAND BEDDING: CLEAN, FREE FLOWING, COURSE GRADE SAND, AS DEFINED BY ASTM D 2487. COMPACT TO 95% C CONDUIT TRENCHING E1.03 NOT TO SCALE 16'-0" 2' Q 18" 0 PROVIDE ONE(1) STAINLESS STEEL BIRD SPIKE STRIP ON LIGHT FIXTURE LIGHT FIXTURE, TYPE P2 4" SQUARE STEEL POLE PAINTED TO MATCH LIGHT FIXTURE CENTERS B LIGHT POLE AND CONCRETE BASE 1.03 NOT TO SCALE FINISHED GRADE OR CURB EDULE 40 BAUMWELT LANDSCAPE ARCHITECTURE 913 MLK Way, Suite A Tacoma, WA 98405 P: (360) 461-6478 www.thebaumwelt.com N L. AL E* 8/ 28 /24 Project Team Owner: City of Port Orchard CONTACT: Stephanie Andrews, Senior Planner (360) 417-4557 tdtucker@cityofpa.us Landscape Architect: Baumwelt, PLLC CONTACT: Derrick Eberle, RLA (360) 461-6478 derrick@thebaumwelt.com Civil Engineer: Zenovic & Associates, Inc. CONTACT: Seth Rodman, PE (360) 417-0501 seth@zenovic.net co co 00 00 J 3:0 co M U cc UJ O F— Q O co Z Cc � w Q W 0 Q � O Q N O ISSUE BID SET DESIGNED SJK DRAWN JAE CHECKED SLH DATE August 28, 2024 JOB NUMBER 24-079 TITLE ELECTRICAL DETAILS SHEET 91 CROSS ENGINEERS, INC 923 MLK Jr. Way Phone: (253) 759-0118 Tacoma, WA 98405 Job Number: 24-079 IQ info@crossengineers.com E1.03 SHEET OF