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HomeMy WebLinkAboutzR-4069SetV1 0 11 i 0 1 0 Ld q 0 N U N O E a v cD DO N O 6i 04 / N I U Lp O i a-Q C v_ v L Z13 z m w- r L4 z Gene Caulon Jrr�� = w� — Nf 1 2Ith SI -� K 5 PROJECT SITE C Thy Lz3ndIng 8 Fry's El tronl6i 9rh :sq 3 NE nth ,;.' a 31 rwr ; trl r z m 0 NOT 0o SCALE B Map provided by Google VICINITY MAP PROJECT ADDRESS: 2680 Sunset Lane NE Renton, WA 98056 GENERAL NOTES 1. 2018 SURVEY, SUNSET LANE & SUNSET PARK PHASE 1 DRAWINGS AND PLANS ARE AVAILABLE FROM OWNER. 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. CALL 1—800-424-5555 48 HOURS PRIOR TO DIGGING TO VERIFY EXISTING UTILITY LOCATIONS ON SITE. 3. ANY DISCREPANCIES WITH DRAWINGS AND/OR SPECIFICATIONS AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. ALL WORK WITHIN THE SITE SHALL BE SUBJECT TO THE INSPECTION OF THE CITY'S DESIGNATED OWNER'S REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE FOR A PRECONSTRUCTION CONFERENCE. 7. CONTRACTOR SHALL COMPLY WITH ALL PERMIT CONDITIONS AND REQUIREMENTS BY THE CITY OF RENTON. 8. ALL DIMENSIONS ARE TAKEN AT 90° ANGLES UNLESS OTHERWISE NOTED. 9. ALL MATERIALS TO BE DISPOSED OF OFF —SITE ARE TO BE DISPOSED OF IN A LAWFUL LANDFILL AND IN ACCORDANCE WITH GOVERNMENT REQUIREMENTS. 10. THE CONTRACTOR SHALL CAREFULLY REMOVE WEEDS AND GRASS WITHOUT DAMAGING EXISTING PLANTS TO REMAIN. 11. AVOID DAMAGE ABOVE AND BELOW GROUND TO EXISTING PLANT MATERIALS, UTILITIES, AND STRUCTURES TO REMAIN. 12. IF A CONFLICT ARISES REGARDING THE UNDERGROUND PSE GAS MAINLINE, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY & PSE INSPECTOR DUANE AINSWORTH, TELEPHONE (253) 261 —6454. GENERAL LEGEND DETAIL IDENTIFICATION �_i SHEET IDENTIFICATION SUNSET NEIGHBORHOOD PARK PHASE 2m. BID SET Owner: CITY OF RENTON Leslie Betlach, Parks Planning and Natural Resources Director Alan Wyatt, Capital Project Coordinator 1055 S Grady Way Renton, WA 98057 (425) 430-6600 Prepared By: HBB LANDSCAPE ARCHITECTURE Dean W. Koonts, ASLA, Principal 215 Westlake Avenue North Seattle, Washington 98109 (206) 682-3051 Consultants: PND ENGINEERS Chris Wiest, PE 1736 4th Ave S, Seattle, WA 98134 (206) 624-1387 DRAWING INDEX ROLLUDA ARCHITECTS Rich Murakami, AIA 105 South Main Street, Suite 323 Seattle, WA 98104 (206) 624-4222 AS -BUILT RECORD DOCUMENTS APRIL 16, 2021 HARBOR POWER ENGINEERS Ed David, PE 815 First Avenue, Suite 343 Seattle, WA 98104 (206) 855-4600 G-1 VICINITY MAP, GENERAL LEGEND, GENERAL NOTES, DRAWING S-2 GENERAL STRUCTURAL NOTES INDEX, PROJECT CONTACTS S-3 GAZEBO PLANS & ELEVATION C-1 TEMPORARY EROSION & SEDIMENT CONTROL LEGEND & NOTES S-4 GAZEBO FOUNDATION AND RETAINING WALL DETAILS C-2 TEMPORARY EROSION & SEDIMENT CONTROL LEGEND & NOTES S-5 PERGOLA PLANS AND ELEVATION C-3 TEMPORARY EROSION & SEDIMENT CONTROL PLAN — NORTH S-6 FRAMING DETAILS C-4 TEMPORARY EROSION & SEDIMENT CONTROL PLAN — SOUTH S-7 GUARDRAIL DETAILS D-1 DEMOLITION PLAN, LEGEND, NOTES & ABBREVIATIONS E-1 SYMBOLS AND ABBREVIATIONS C-5 HARDSCAPE PLAN — NORTH E-2 SCHEDULES AND DIAGRAMS C-6 HARDSCAPE PLAN — SOUTH E-3 ELECTRICAL PLAN — NORTH C-7 HARDSCAPE — LINE AND CURVES TABLE E-4 ELECTRICAL PLAN — SOUTH C-8 HARDSCAPE DETAILS E-5 ENLARGED ELECTRICAL PLANS C-9 HARDSCAPE PLAN — DECORATIVE MIST FEATURE E-6 ELECTRICAL DETAILS C-10 GRADING PLAN — NORTH L-1 DOOBIDOOBID00 C-11 GRADING PLAN — SOUTH L-2 URBAN DESIGN PLAN — SOUTH, LEGEND, NOTES & C-12 GRADING TABLE ABBREVIATIONS C-13 DRAINAGE PLAN — NORTH L-3 ENLARGEMENTS C-14 DRAINAGE PLAN — SOUTH L-4 ENLARGEMENT C-15 DRAINAGE NOTES L-5 ENLARGEMENTS C-16 DRAINAGE — RAIN GARDEN PLAN AND PROFILE L-6 ENLARGEMENTS C-17 DRAINAGE DETAILS L-7 URBAN DESIGN DETAILS C-18 DECORATIVE MIST FEATURE PLAN L-8 URBAN DESIGN DETAILS C-19 DECORATIVE MIST FEATURE DETAILS L-9 URBAN DESIGN DETAILS C-20 DECORATIVE MIST FEATURE — SERVICE BOX DETAILS L-10 URBAN DESIGN DETAILS C-21 DECORATIVE MIST FEATURE — PUMP ROOM DETAILS L-11 URBAN DESIGN DETAILS C-22 DECORATIVE MIST FEATURE SYSTEM SCHEMATICS L-12 URBAN DESIGN DETAILS C-23 DECORATIVE MIST FEATURE SCHEDULE & NOTES L-13 URBAN DESIGN DETAILS A-001 ARCH GENERAL NOTES L-14 URBAN DESIGN DETAILS A-100 OVERALL SITE PLAN L-15 PLANTING SCHEDULE, LEGEND, ABBREVIATIONS & A-101 PERGOLA FLOOR PLAN, ELEVATION AND DETAILS L-16 PLANTING PLAN — NORTH A-102 GAZEBO FLOOR AND GUARDRAIL PLANS L-17 PLANTING PLAN — SOUTH A-103 GAZEBO RCP AND ROOF PLANS L-18 PLANTING ENLARGEMENTS A-104 GAZEBO FRAME SECTIONS L-19 PLANTING ENLARGEMENTS A-105 GAZEBO COLUMN ELEVATIONS L-20 PLANTING DETAILS A-106 GAZEBO ROOF AND COLUMN DETAILS L-21 PLANTING DETAILS A-107 GAZEBO GUARDRAIL DETAILS L-22 PLANTING DETAILS A-108 GAZEBO TRENCH DETAILS L-23 PLANTING DETAILS A-109 RESTROOM EXISTING RCP PLAN AND DETAIL L-24 IRRIGATION SCHEDULE, LEGENDS, DETAIL, NOTES & A-110 GAZEBO ELEVATIONS ABBREVIATIONS S-1 GENERAL STRUCTURAL NOTES L-25 IRRIGATION PLAN — NORTH L-26 IRRIGATION PLAN — SOUTH L-27 IRRIGATION DETAILS — — RIGHT—OF—WAY LINE OF WAS oe-V B. V0 tic — o 2 CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 1 104/07/211SURVEYED: SCALE: VERTICAL: NAVD 1988 FCALLBUSINESS DAYS BEFORE YOU DIG RECORD DRAWINGS 04/16/21 N/A HORIZONTAL: NAD 1983/1991 DESIGNED:• i THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE D. KOONTS Q CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: V00 424-5555 1 C� �oti �� OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS M. OVIIR/C. DIGGINSE INCH DATUM NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: UNDERGROUND LOCATION CENTER LANDSCAPE ARCHITECTURE 2�'FBS� otiG`Z\ INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. A. LUOMA IF NOT ONE INCH 215 WESTLAKE AVENUE NORTH 2O6.682.3051 phone O EXP' PnC' APPROVED' SCALE ACCORDINGLY SEATTLE, WA 98109 206.682.3245 fax 4ML)SCAPE NO. REVISION BY DATE APPR D. KOONTS CITY OF RENTON Community Services Dept. NOTES R-406901 SUNSET NEIGHBORHOOD PARK PHASE 2 VICINITY MAP, GENERAL LEGEND, GENERAL NOTES, DRAWING INDEX, PROJECT CONTACTS 08/27/20191 PAGE: DRAWING NO: G-1 SHEET: OF: 1 77 (T) 0) 00 (\I 0 0 0) 1 At Vl 0 1. 0 11 Q w TEMPORARY EROSUN/SEDIMENT CONTROL (TESC) GENERAL NOTES n1F=(KM)n10 Pn§\M0Ha DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1 _ BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS. SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER. AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8, ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10, APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.. SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1 ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14, ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 213 OF THE CAPACITY OF THE CATCH BASIN SUMP_ 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, 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY, IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1 ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE. ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1 ST, 22_ ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL_ ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 268.00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR DEPARTMENT GAZ 9/28/2018 STANDARD PLAN NOTES Public Works Adrnin-Wator DATE COR EROSION AND SEDIMENT CONTROL STD PLAN NOTES 268.00 NTS BRU oco CF c � -10 �F 32789 G/STEM �\ �s070 N A 1. : 4 5 AN BMP INSTALLATION, MAINTENANCE, AND DISCHARGES 1. INLET PROTECTION SHALL BE INSTALLED IN ANY ROAD OR PARKING LOT DRAINAGE SYSTEM INLETS, EXISTING OR NEWLY INSTALLED, WHICH ARE LIKELY TO RECEIVE RUNOFF FROM THE DISTURBED AREAS DURING CONSTRUCTION. INLET PROTECTION SHOWN ON THE TESC PLANS ARE APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL ADD INLET PROTECTION AS NECESSARY TO ALL CATCH BASINS THAT RECEIVE STORM WATER RUNOFF WITHIN THE PROJECT AREA AND THAT MAY OR MAY NOT BE SHOWN ON THE TESC PLANS. 2. AT NO TIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED AT THE COMPLETION OF THE PROJECT IF IT IS DETERMINED BY THE PROJECT REPRESENTATIVE THAT THIS IS NEEDED. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 3. THE CONTRACTOR SHALL NOT CONVEY RUNOFF TO THE EXISTING RAIN GARDEN. 4. WHERE HYDROSEEDING FOR TEMPORARY EROSION CONTROL IS USED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (EXAMPLE: ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS. 6. THE ESC FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS ON THE APPROVED PLANS. LOCATIONS MAY BE MOVED TO SUIT FIELD CONDITIONS, SUBJECT TO APPROVAL BY THE OWNER'S REPRESENTATIVE AND THE CITY OF RENTON INSPECTOR. 7. A COPY OF THE APPROVED EROSION CONTROL PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. B. PROJECT LIMITS SHALL BE DELINEATED WITH A HIGH VISIBILITY FENCE AND 6FT. CHAIN LINK FENCE. 9. OFF -SITE STREETS MUST BE KEPT CLEAN AT ALL TIMES. IF DIRT OR MUD IS DEPOSITED ON THE PUBLIC STREET SYSTEM, THE STREET SHALL BE IMMEDIATELY CLEANED WITH POWER SWEEPER OR OTHER EQUIPMENT. ALL VEHICLES SHALL LEAVE THE SITE BY WAY OF THE CONSTRUCTION ENTRANCE AND SHALL BE CLEANED OF ALL DIRT THAT WOULD BE DEPOSITED ON THE PUBLIC STREETS. FLUSHING WITH WATER WILL NOT BE ALLOWED. 10. CONTRACTOR SHALL PROTECT ALL PERVIOUS AND IMPERVIOUS CONCRETE PATHWAYS DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL REPAIR ANY DAMAGED SURFACING TO THE SATISFACTION OF THE CITY AT THE CONTRACTOR'S OWN EXPENSE. 11. ALL DENUDED SOILS OR STOCKPILES MUST BE STABILIZED WITH AN APPROVED TESC COVER METHOD (E.G. SEEDING, MULCHING OR PLASTIC COVER). 12. IF ANY PART(S) OF THE CLEARING LIMIT BOUNDARY OR TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURE(S) IS/ARE DAMAGED, IT SHALL BE REPAIRED IMMEDIATELY. 13. ALL PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND RUNOFF. 14. DO NOT FLUSH CONCRETE BY-PRODUCTS INTO THE STORM DRAINAGE SYSTEM. IF EXPOSED AGGREGATE IS FLUSHED INTO THE STORM SYSTEM, IT COULD MEAN RE -CLEANING THE ENTIRE DOWNSTREAM STORM SYSTEM, OR POSSIBLY RE-LAYING THE STORM LINE. 15. THE CONTRACTOR SHALL NOT DISCHARGE TURBID WATER GENERATED FROM CONSTRUCTION ACTIVITIES, DIRECTLY TO ANY STREAMS, STORM WATER SYSTEM INLETS, OR DRAINAGE DITCHES IN ACCORDANCE WITH THE GENERAL PERMIT. 16. THE CONTRACTOR SHALL NOT DISCHARGE ANY CLEANING SOLVENTS OR CHEMICALS UTILIZED FOR TOOL OR EQUIPMENT CLEANING TO THE GROUND. REFUELING OF EQUIPMENT SHALL BE CONDUCTED AWAY FROM THE DRAINAGE FACILITIES AND DONE IN SUCH A MANNER AS TO PREVENT SPILLS FROM ENTERING THE GROUNDWATER OR WATER BODIES (INCLUDING WETLANDS). SPILLS SHOULD BE PREVENTED FROM HITTING THE GROUND PER CSWPPP. 17. THE CONTRACTOR SHALL SET ASIDE A SEPARATE AREA FOR THE WASH -OUT OF CONSTRUCTION EQUIPMENT AND TOOLS. 18. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL CONSTRUCTION DEBRIS IN AN APPROVED AND PERMITTED LANDFILL FACILITY. 19. CONTRACTOR SHALL VERIFY THE FEASIBILITY, OBTAIN AN INDUSTRIAL WASTE DISCHARGE AUTHORIZATION PERMIT AND SEEK APPROVAL FROM THE CITY OF RENTON UTILITY DISTRICT PRIOR TO DISCHARGE OF ANY CONSTRUCTION RUNOFF TO THE SANITARY SEWER. R-406902 m 0) 00 CAI 0 0 0) Al U V! 0 1 0 Q Ld TEMPORARY EROSION/SEDMENT SEQUENCE OF CONSTRUCTION THE TYPICAL CONSTRUCTION SEQUENCE SHALL BE AS FOLLOWS: 1. CONDUCT PRECONSTRUCTION MEETING. CONTROL (TESC) GENERAL NOTES 2. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. 3. UPDATE TESC PLAN. 4. PREPARE STORMWATER POLLUTION PREVENTION PLAN & UPDATE AS REQUIRED. 5. SUBMIT NOTICE OF INTENT TO WA STATE DEPARTMENT OF ECOLOGY. 6. INSTALL CATCH BASIN INLET PROTECTION. 7. INSTALL PERIMETER PROTECTION (HIGH VISIBILITY FENCE, ETC.). 8. INSTALL PROTECTION AROUND ALL ITEMS TO REMAIN. 9. INSTALL TEMPORARY STORAGE TANKS, SEDIMENT POND(S), FILTRATION SYSTEM(S), ETC. AS REQUIRED PRIOR TO GROUND DISTURBANCE. 10. CLEAR AND GRUB THE SITE. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH PLANS AND MANUFACTURER'S RECOMMENDATIONS. 12. PERFORM GRADING EARTHWORK. 13. INSTALL BUILDING AND UTILITIES. 14. PLACE HARDSCAPE. 15. RESTORE ROADWAY AND SIDEWALKS. 16. INSTALL IRRIGATION SYSTEM. 17. INSTALL PLANTS AND SITE FURNISHINGS. 18. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY TESC MINIMUM REQUIREMENTS. 19. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. 20. SEED ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 21. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES BE APPLIED TO REMOVAL OF CONTROLS IF APPROPRIATE. nC�S(�, �> n 10) 10 G,/R,m�Ha �N BRUCF pF WASHI � � � W �F 32789 �o �441 G /STOk CNAL R-406903 u 0) 0 11 I 0 11 I 0 W . .. .. _ — \ — 77 °°� — _ . ., p.A .A f.' a J .'B P: ',.�il 0� \d O.. .. p. ° , • O as l^,)77 Q: Y" Y A Gd d d• O 1 O °I a n, o . P U' %dd° n-d.6 L xxx°°ti. o ©. �� I. �� \ 2� UD 0 °a z—A. \ °}{ Q �a� a .., : . ... � � . / m 9• ijJ Q z �'' \ Y°' d �.. s d.:.. '.+. / A' '"% 3 :< m O w.. \ ° /d "tea,' • • Z,a ..g. .. ti • �' \ �, / ao 4 -" a � � ' NE 10TH STREET . . 4 4 0 o o la e a .A . +. . . - � � . :..+.. -, . * .. / o ° .J• .. .. �. . �.. —. � — IFF n .. — — - x x x � . . .. . � '. . 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SEE DRAWING C-1 FOR � : 8 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + NOTES \ + + + + + + + I: °,.. / + + + + + + + + + + 1. 1. / MATCH LINE — SEE C-4 20' 40' LEGEND: LEGEND: LEGEND: 40 7m%==rmm�7 — — RIGHT OF WAY EXISTING ASPHALT 01 INLET PROTECTION, SEE CITY OF RENTON STD. PLAN 216.30. NORTH SCALE — LIMITS OF WORK EXISTING PATHWAY ® BLOCK CURB INLET PROTECTION, SEE CITY OF RENTON STD. PLAN 216.40. 6' TEMPORARY CHAINLINK FENCE ++++++ EXISTING PLANTING —a—o-- SILT FENCE, SEE CITY OF RENTON STD. PLAN 214.00. AND HIGH VISIBILITY FENCE; COORDINATE LOCATION OF FENCE —«�+W— HIGH VISIBILITY FENCE PER WSDOT STD. PLAN 1—10.10-01 . OPENINGS WITH SITE ACCESS AND PAVED AREAS. n[F=6�(Dn[o) [Dn/R\M�Ha CALL 2 BUSINESS DAYS BEFORE YOU DIG I 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 11 ENGINEERS, INC 1736 Fourth Avenue S. Suite A Seattle, WA 98134 P: 206.624.1387 www.pndengineers.com N BRUCR-406904 �pF /� FWAS NCT�,LP CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 04/07/21 SURVEYED: SCALE: DATE: VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 4/ 15/21 I RECORD DRAWINGS 04/16/21 DESIGNED: AS NOTED CITY OF THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE C. CASTONA • SUNSET NEIGHBORHOOD PARK PAGE:OOK: � W CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: �' RENTON PAGE: 0 pF 32789 �o �� OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS D. McDONALD ONE INCH DATUM PHASE 2 DRAWING NO: O / S T 0, �� NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: IAT FULL SCALE Community Services Dept. TEMPORARY EROSION & SEDIMENT CONTROL C — 3 ss/ONAL �� INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. C. WIEST IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY PLAN - NORTH SHEET: OF: J. KEISER 4 77 0) W N 0 0 0) 0� I� V! 0 11 0 Ld NOTE: 1. SEE DRAWING C-1 FOR NOTES LEGEND: — — RIGHT OF WAY — LIMITS OF WORK 6' TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE; COORDINATE LOCATION OF FENCE OPENINGS WITH SITE ACCESS AND PAVED AREAS. n IF= 10) 10 MR,moHa MATCH LINE - SEE C-3 + 4 + + + + + dy,.. INSTALL CHAINLINK AND HIGH VISIBILITY + FENCE AROUND EX ENTRY SIGN AND + LL--------- -- PLANTING; PLACE FENCE O N LY ON } PAVING AND MOW —STRIP; DO NOT +++ b0• t + + • + + + + t t t t PLACE ON PLANTING OR GRASS AREAS + + + + +_4 +++ \ + + + M O \ + + + + 41 4 / / + �n / LEGEND: EXISTING ASPHALT EXISTING PATHWAY ++++++ EXISTING PLANTING �INSTALL SILT FENCE \ INSTALL CHAINLINK AND HIGH VISIBILITY FENCE AROUND PERIMETER; PLACE FENCING OUTSIDE OF CURB -STREET SIDE AND PROTECT EX CURBS; DO NOT PLACE ON PLANTINGS OR GRASS AREA LIMITS OF WORK INSTALL INLET PROTECTION, TYP. LEGEND: FE-11 EZI INLET PROTECTION, SEE CITY OF RENTON STD. PLAN 216.30. BLOCK CURB INLET PROTECTION, SEE CITY OF RENTON STD. PLAN 216.40. —o—� SILT FENCE, SEE CITY OF RENTON STD. PLAN 214.00. iw_ HIGH VISIBILITY FENCE PER WSDOT STD. PLAN 1—10.10-01 . 0' 10' 20' 40' NORTH SCALE �pN BRUCF � R-406905 pF WASy NCT�j� CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 1 104/07/211SURVEYED: SCALE: DATE: VERTICAL: NAw 1988 HORIZONTAL: NAD 1983/1991 4/ 15/21 RECORD DRAWINGS 04/16/21 DESIGNED: AS NOTED CITY OF THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE C. CASTONA • SUNSET NEIGHBORHOOD PARK FIELDBOOK: 0 � W CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: ' RENTON PAGE: pF 32�gg �o �� OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS D. McDONALD ONE INCH DATUM PHASE 2 DRAWING NO: 0/STEM �� NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: IAT FULL SCALE Community Services Dept. TEMPORARY EROSION & SEDIMENT CONTROL C-4 ^^^^T INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. C. WIEST IF NOT ONE INCH ss�)NAL SCAT F ArrnRnwrl Y r%I A\ I A A I ITI 1 A U V! 0 11 0 I� Ld 11 REMOVE PERMEABLE CONC & ADJACENT CURB TO LIMITS SHOWN, TYP; PROTECT REMAINING PERMEABLE CONC & ALL 6" CONC CURB EXCEPT AS NOTED RESET PEDESTRIAN LIGHT & JUNCTION 4X' BOX TO FINISH GRADE; :, REMOVE PERMEABLE: . CONC PAD ' REMOVE & SALVAGE EX TRASH RECEPTACLE FOR REUSE; REMOVE a CONC PAD a-:� & FOOTING "` .: PROTECT CONC STEP —OFF PADS & ALL CONC CURBING SURROUNDING PARK AREA, TYP REMOVE EXISTING CURB & GUTTER 6" PAST EITHER SIDE OF NEW PATHWAY EXTENT; PROTECT ALL EX CURB & GUTTER & ADJACENT CONC PAVEMENT REMAINING PROTECT EX PEDESTRIAN LIGHTS, UNDERGROUND CONDUIT & WIRES BETWEEN THE LIGHTS, TYP ALL EX JUNCTION BOXES/VAULTS, REORIENT & RESET PER DETAILS n[F=(D:o)nlo Pnlm�H(K� PROTECT EX SIGN PROTECT EX PLANTING, IRRIGATION HEAD LAYOUT, LATERAL LINES & SLEEVES PROTECT EX CURBS & EX YELLOW TRUNCATED DOME PADS UNLESS OTHERWISE NOTED, TYP r— PROTECT EX IRRIGATION RESTROOM INCLUDING ALL PLANTING AROUND RESTROOM BUILDING, TYP DEMOLITION LEGEND AREA TO BE CLEARED & GRUBBED TO A 4" DEPTH, IRRIGATION REMOVED. SALVAGE & REUSE AUTOMATIC CONTROL VALVES & HEADS FOR NEW IRRIGATION SYSTEM, SEE SPECS PERMEABLE CONC, ADJACENT CURB & SUBBASE TO BE COMPLETELY REMOVED. PROVIDE CLEAN SAWCUT EDGE FENCE & LIMIT OF WORK, SEE TESC PLANS --- -- --- RIGHT OF WAY DEMOLITION ABBREVIATIONS & AND APPROX APPROXIMATELY @ AT COR CITY OF RENTON CB CATCH BASIN CONC CONCRETE DEMO DEMOLITION DIA DIAMETER DWG(S) DRAWINGS ENG ENGINEER EX EXISTING MIN MINIMUM POC POINT OF CONNECTION PSE PUGET SOUND ENERGY SD STORM DRAIN SPEC(S) SPECIFICATIONS) TBD TO BE DETERMINED TESC TEMPORARY EROSION & SEDIMENT CONTROL TYP TYPICAL v v /% LSCA E� TO EXTENT SHOWN. ga rr // // , MZEX DEMOLITION NOTES FOR NEW WORK:::::: RENTON �/� - 1. ............... SEE CIVIL �. HIGHLANDS ANY DISCREPANCIES WITH THE DWGS AND/OR SPECS & ::ge .. �. SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION 1 LIBRARY OF OWNERS REPRESENTATIVE PRIOR TO PROCEEDING ,� r �7 WITH CONSTRUCTION. �° :::-..-:::...-:::..... • ° EX SLEEVE TO REMAIN; PROTECT ...:�...:. // 2. CONTRACTOR SHALL PROVIDE FENCING AS NEEDED TO r: :.. �:::.::: .................. .:.:..:.:.:�-.:::._:: ./: EX LATERAL LINE IN PLACE 0R `: PROTECT ALL EX ELEMENTS WITHIN THE LIMIT OF WORK. :::::::::::::::::::::::::::: :::.. o�^ RECONNECT IRRIGATION CIRCUIT o::..........................:.......:: y................../ NO. 2 AT EX SLEEVE 3. ANY DEBRIS REMAINING FROM SITE WORK WITHIN PROJECT ``' LIMITS IS TO BE REMOVED & DISPOSED OF OFF SITE. r: r ::: :r: 4. IF A CONFLICT ARISES REGARDING THE PSE GAS MAIN ...... REMOVE WOOD HEADER @ PATH ....... �' / CONNECTIONS, TYP; DISPOSE OFF —SITE LINE, NOTIFY OWNERS REPRESENTATIVE IMMEDIATELY & PSE INSPECTOR DUANE AINSWORTH (253) 261 —6456. _:. ._..'` 5. SEE IRRIGATION SHEETS L-24 THROUGH L-27 FOR // PROTECT EX COR TRAFFIC SIGNS THROUGHOUT CONNECTION LOCATIONS TO PHASE 1 IRRIGATION SYSTEM. PHASE 2 OF THE PARK; SALVAGE & RESET WITH 6. SALVAGE & STOCKPILE IRRIGATION VALVES & SPRAY NEW POLE & FOOTING TO FINISH GRADE, TYP BODIES FOR REUSE IN PHASE II IRRIGATION. COORDINATE SALVAGE PROCEDURE & STOCKPILE LOCATION WITH IRRIGATION CONTRACTOR FOR REUSE. 7. UNLESS OTHERWISE NOTED, ALL CONC FLATWORK TO REMAIN & BE PROTECTED. PROTECT EX BOLLARD, TYP 8. EX UNDERGROUND UTILITY PIPES FROM THE PREVIOUS �.` .. 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C b 91L "a. + + + + + + + + + + + + + + + + + + + + + / .. / vvv vvvvvvvvvvvvvv v v vvv vvv v v vvvvvvv v ` ,. ..". a \ a .• >, { ( q. .. A vvvv t + t t t + t t t + t t t t + t t v v v v v v v v v v v v v v v v v v v v v v v v v vvvvvvv vvvv t t t + .... ., .. .�. �. •. •. •.• � - ° t t + 0 vvvv + + + + + + + + vvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvp j•� + + •° ,.,...: :. ................... Y• °t t t t 4' / + + + + + + + + + \J + + + + O v �' / vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv / $�/ / + + + + + + + + + + + + + +' O i. . .. I + t vvvv v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v . q . 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V v.. / I 0 x . vvvv ,;d :: . . , � . � . .' - �•.. " ' ... •.i 1 0'' a: t t t + t t t + t t t + t t t t t t t t t + t + + t e S. b i + + + + vvv +' O + + + O vvv 1 * + + t + 0 + + �I�/r .o .a/: v v d . 'O + + + + . n / vvv I .. v / ®; .. O + vvv .•• 9 + + + + a / vvvv q. s' •.l V / vvvv I + + + + + + + + + + + + + + + + + + + + + + + + + + + +0 + + vvvv a.�x O. + + + vvvv + + + + + + + + + + + + + + + + + + + + + + + + + + + Q x NOTES: vvvv + + + + + + + + + + + + + + + + + + + + + + + / 2 3 a �. Q vvvv vvvvv vv s + + + �r + L _ P + + + / / vvvv vvvvvvv + + + vvvv + + + + + + + + + + + + + + + + + + + G O + + 1. SEE DRAWING C 1 FOR I rn.... + + Qvvvv vvvvvvvv + + vvvvvv + + + + + + + + + + + + + + + + + + + .r; + + / �. vv vvvv vvvvvvvvv vvvvvv Q + + + + + + + + + + + + + + + + + + + G ���0 ++ + NOTES. , pvvvQv vvvvvv vvvvv ��-. 9 '� q' P: vvvvvv vvvvv vvvvv + ++++++++++++++ + .......... .. .. . ..a + t t t + + t t t t t t + t t 4'•'1 9: C v pppp v v v � ppppp + + O.. + + / a e..1.°.p 0 vv vvvvvv t t t t t t t t t + t t t t t t + + t t + / \ a '1 v' V 2. SEE DRAWING C 7 FOR d. '. ''e ., .. a vvvv � + + + �• .• " �: + + + + + + + + + + + + + + + + + + + + �`°.<:•, '�� •1' - - / O .. + + / / vvv . r .,•.:,':.. ': a'':.. 4.,, + + + + + + + Cj + + + + + + + + + + + + + + + + + + + + + LINE AND CURVE TAB LE. / / / c5` �.. / : e / a° +'`8:, , e / / / , / vvv + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t ° ao / I vvv + + °I e �. , (, e / / vvv off" , 0 t + J 3. SEE DRAWING C-8 FOR �': / 56L/ vvvp + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ® vvv . b r.: / + + , O A°" / / l vvv vvvvv ++++++++++++++++++++++++++++++++++++++ �' / / / U ++ + vvv v° vvvv DETAILS. / , � , � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + l + + ° q . / / vvv vvv vvv ,'' / / / / vvv + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + vvvvvv + + + . I .......................... .... , . i . . . . . , . . MATCH LINE — SEE C— 6 102C 20' 40' LEGEND: LEGEND: LEGEND: 6 7m%==rmm�7 RIGHT OF WAY �I EXISTING ASPHALT CONCRETE PATHWAY NORTH SCALE — LIMITS OF WORK EXISTING PATHWAY vvvvvv PERVIOUS CONCRETE PATHWAY 6' TEMPORARY CHAINLINK FENCE +t++++ EXISTING PLANTING ++++++1 PLANTING AND HIGH VISIBILITY FENCE; COORDINATE LOCATION OF FENCE //,/ RAIN GARDEN OPENINGS WITH SITE ACCESS AND PAVED AREAS. PLAY AREA n1F=(KM)n10 lomllmDH(m- ` BRUC R-406907 F WASH�I SURVEYED: SCALE: 988 DATE: e r � CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 04/07/21 1736 Fourth Avenue S. O CO �Z VERTICAL: AD 1 83/1 CALL 2 BUSINESS DAYS BEFORE YOU DIG > • � RECORD DRAWINGS 04/16/21 AS NOTED HORIZONTAL: NAD ,983i,99, CITY OF 4/15/21 DESIGNED: FIELDBOOK: Suite A s' THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE C. CASTONA • SUNSET NEIGHBORHOOD PARK 0-v W CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: �' R E N TO N PAGE: Seattle, WA 98134 p 'P�32789 �o =41 OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS D. McDONALD ONE INCH IDATUM PHASE 2 DRAWING NO: INCP: 206.624.1387 Fs GI STER �� NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: AT FULL SCALE unity Services Dept. IJTII ITIF� 11NDFR(.RmiND I OrATION rFNTFR ENGINEERS, I _______ `S/ONA� �� INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. ^^^ C. WIEST IF NOT ONE INCH y P HARDSCAPE _ C-5 .�— `] ...:••-........, ...�.,., Rr.AI F A(.r.nRnIN(;I V !11 A 1k 1 m 1 A 11T1 1 "I 1 If, V1 0 11 I 0 11 0I Lui 1 MATCH LINE - SEE C-5 r +++++++++++++++++++++++++++++++++t++++++ v v 1•- °'z' vv + + + + + + + + + 4 r" v \ vv + + + + 0 f vvv vvv pp + + + + + + + + b pY' \ vvav vvvvv/�O� .•t �.a 102C vvvv vvvv } \� v v v v .. .. .. + + + + v v v v + + + + + + n' :d O7 ^ \ K ...... ...... .. + + + + v v v v + + + + + + + + + + + + / bb v v v v C vvvvv ♦bv i \ 'J + + + + + + d' : + t + + t t + + t t + + t t + + t t + + t t + + t t + + t t + + t t + + t t + + vvvvv vvv vvvv ,.. '.: •: •.: ,. 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DETECTABLE WARNINGov°++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++ :`+ ++ .. ` +++++++ boo v ++ + + + + + + + + + ++ vvvvv + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SURFACE, TYP. \� //, °vvvvvv +++++++++++++++++++++++++++++++++++++++++ +++++++++ ° ++++ / vvvvvv + vvvvvvv + ]r +/ 4 / / v v v vvvv + + + + + + + + + + + + + + + + + + + +- + + + + + i—� v v v v v v v + + + + + + t t + + t t + + t + # t t • ° + + + 'y •a • + + + // O 9' •• a / / / / v v v v v v v v v + + + + + + + + + + + + + + + + + + + + + + + + + + + vvvvvvvvv v / i•° , / , vvvvvvvv vvvv •. ; / / / / / vvvv vvvvvvvvvv + + •� / i'q' , vv7 v v vvvvvvvvvvvvvvv v v v 4. vvvvvvvvvvvvvvvvvvvvvv 4.. // �G // / / ,/ / , vvvvvvvvvvvvvvvvvvvv � •,' •+ + + + + + a + t t O /.. } V S .1 . tp; E 4• .i. f.� T 8! p:. is 71 E O '.1 1. " • ..�'! .•• • ' • Op NOTES: q' p 1. SEE DRAWING C-1 FOR NOTES. s` 4 m � O 2. SEE DRAWING C-7 FOR r ,:` •O Z O LINE AND CURVE TABLE. O Z 3. SEE DRAWING C-8 FOR D ETA LS. \ 0' 10' 20' 40' LEGEND: LEGEND: LEGEND: — — RIGHT OF WAY L EXISTING ASPHALT CONCRETE PATHWAY NORTH SCALE — LIMITS OF WORK C _ EXISTING PATHWAY PERVIOUS CONCRETE PATHWAY vvvvvv 6' TEMPORARY CHAINLINK FENCE ++++++ EXISTING PLANTING ++++++ PLANTING AND HIGH VISIBILITY FENCE; COORDINATE LOCATION OF FENCE //,/ RAIN GARDEN OPENINGS WITH SITE ACCESS AND PAVED AREAS. PLAY AREA BRU oCF T �F 32789 �o �/STE� �\ Fss/oNAL 1101 MA 0MoM mmf 0) co N 0 0 0) u 0) 0 Iq I 0 nI I� Ld LINE AND CURVES TABLE LINE/ CURVE LENGTH/ RADIUS DIRECTION/ DELTA START NORTHING START EASTING END NORTHING END EASTING 1 L 8.12' N62°45'02.83"E 185470.37 1306688.02 185474.09 1306695.24 2L 10.38' S30°55'45.46"E 185474.09 1306695.24 185465.19 1306700.58 3C 3.00' 080`20'50.57" 185465.19 1306700.58 185463.94 1306704.24 4C 72.00' 005° 18'08.80" 185463.94 1306704.24 185466.06 1306710.55 5C 3.00' 088°49'36.71 " 185466.06 1306710.55 185469.71 1306712.62 6L 9.98' N 14'48'03.94"W 185469.71 1306712.62 185479.37 1306710.07 7L 8.35' N75° 18'47.03"E 185479.37 1306710.07 185481 .48 1306718.15 8L 14.62' S12*10'58.77"E 185481.48 1306718.15 185467.19 1306721.24 9C 3.00' 078` 14'20.59" 185467.19 1306721 .24 185464.83 1306724.19 10L 5.39' N89°34'40.64"E 185464.83 1306724.19 185464.87 1306729.58 11 L� 7.84' S00°25' 19.36"E 185464.87 1306729.58 185457.03 1306729.64 12L 1.50' S89°21'51.18"W 185457.03 1306729.64 185457.01 1306728.14 13C 3.00' 052*37' 19.36" 185457.01 1306728.14 185455.81 1306725.77 14C 25.00' 034° 1 6'50.22" 185455.81 1306725.77 185447.12 1306713.87 15C 3.00' 061 `34'53.84" 185447.12 1306713.87 185444.78 1306711.88 16C 146.00' 020° 12'48.06" 185444.78 130671 1.88 185393.54 1306712.48 17L 13.88' S71 `59'59.43"E 185393.54 1306712.48 185389.25 1306725.68 18C 78.95' 024`29'31.95" 185389.25 1306725.68 185357.95 1306737.57 19L 13.88' S30°22'32.59"W 185357.95 1306737.57 185345.97 1306730.56 20C 146.00' 007`58'31.43" 185345.97 1306730.56 185329.31 1306742.15 21 C 121 .00' 005°56'48.45" 185329.31 1306742.15 185319.95 1306750.52 22L 13.34' N72°03'40.60"E 185319.95 1306750.52 185324.06 1306763.21 23C 79.34' 024`22'35.58" 185324.06 1306763.21 185305.70 1306791.24 24L 13.37' S05°34' 19.69"E 185305.70 1306791 .24 185292.40 1306792.54 25C 121 .00' 016* 1 1 ' 13.41 " 185292.40 1306792.54 185284.63 1306825.71 26L 13.37' N31 `54'28.38"E 185284.63 1306825.71 185295.98 1306832.78 27C 78.95' 024°29'29.25" 185295.98 1306832.78 185300.01 1306866.03 28L 13.71' S45°39'58.93"E 185300.01 1306866.03 185290.44 1306875.83 29L 0.66' N69`48'49.59"E 185290.44 1306875.83 185290.66 1306876.45 30L1 7.73' S15*19'30.70"E 185290.66 1306876.45 185283.21 1306878.50 31 C 128.75' 010* 19' 17.87" 185283.21 1306878.50 185277.67 1306856.01 32C 1.50' 168°43'29.87" 185277.67 1306856.01 185274.68 1306856.16 33L 25.24' S87°22'29.83"E 185274.68 1306856.16 185273.53 1306881.37 34L� 8.40' S16°36'35.66"E 185273.53 1306881.37 185265.48 1306883.78 35L 26.08' N87'31 '28.41 "W 185265.48 1306883.78 185266.61 1306857.72 36L 8.47' N87°31 '28.52"W 185266.61 1306857.72 185266.97 1306849.26 n [ F= :<� �> n 10) 10 MR,moHa LINE AND CURVES TABLE LINE/ CURVE LENGTH/ RADIUS DIRECTION/ DELTA START NORTHING START EASTING END NORTHING END EASTING 37C 154.00' 095*44' 14.86" 185266.97 1306849.26 185442.83 1306703.49 38C 3.00' 087°27'52.24" 185442.83 1306703.49 185446.20 1306701.08 39C 25.00' 014`55'28.26" 185446.20 1306701.08 185448.23 1306694.91 40C 3.00' 062°43'34.69" 185448.23 1306694.91 185447.92 1306691.80 41 C 64.00' 082*59' 17.47" 185447.92 1306691.80 185364.80 1306674.96 42L 146.70' S30`02'31.58"E 185364.80 1306674.96 185237.81 1306748.41 43C 28.50' 061 °42'39.88" 185237.81 1306748.41 185227.99 1306775.94 44L 21.99' N56°20'05.46"E 185227.99 1306775.94 185240.18 1306794.25 45C 30.00' 015`27'36.37" 185240.18 1306794.25 185234.11 1306799.57 46L 8.23' S56°20'00.97"W 185234.11 1306799.57 185229.55 1306792.72 47L 15.14' S56°20'00.97"W 185229.55 1306792.72 185221.15 1306780.12 48C 28.50' 060` 10'47.63" 185221 .15 1306780.12 185192.77 1306776.77 49C 176.00' 053°58'24.30" 185192.77 1306776.77 185127.80 1306922.69 50L 8.00' S03°28'53.44"E 185127.80 1306922.69 185119.82 1306923.18 51 C 184.00' 053`43'45.48" 1851 19.82 1306923.18 185187.08 1306771 .09 52L 16.76' S54°05'24.88"W 185187.08 1306771.09 185177.25 1306757.52 53L 8.00' N35°52'23.99"W 185177.25 1306757.52 185183.73 1306752.83 54L 16.23' N54`05'24.88"E 185183.73 1306752.83 185193.25 1306765.98 55C 20.50' 074°06'55.25" 185193.25 1306765.98 185216.87 1306773.21 56L 2.65' N90'00'00.00"W 185216.87 1306773.21 185216.87 1306770.57 57L 4.51 ' N33°40'00.20"W 18521 6.87 1306770.57 185220.63 1306768.06 58L 3.22' N 18°33'25.44"E 185220.63 1306768.06 185223.68 1306769.09 59C 20.50' 078`37'39.99" 185223.68 1306769.09 185227.42 1306743.38 60L 14.79' S58°57'36.25"W 185227.42 1306743.38 185219.79 1306730.71 61 L 8.00' N32°21 '30.56"W 185219.79 1306730.71 185226.55 1306726.43 62L 16.66' N58`57'36.25"E 185226.55 1306726.43 185235.15 1306740.71 63L 145.15' N30°02'31.58"W 185235.15 1306740.71 185360.80 1306668.04 64C 72.00' 088°03'09.33" 185360.80 1306668.04 185457.91 1306692.22 65C 3.00' 089`46'43.36" 185457.91 1306692.22 185462.03 1306693.18 66L 9.81' N31°46'05.61 "W 185462.03 1306693.18 185470.37 1306688.02 67L 11.52' NO2°28'38.09"E 185255.44 1306849.23 185266.95 1306849.73 68L 11.52' S02°28'31.57"W 185266.61 1306857.72 185255.10 1306857.22 69C 30.00' 128°33'25.26" 185234.11 1306799.57 185255.44 1306849.23 70C 38.00' 131 °50'04.07" 185255.10 1306857.22 185229.55 1306792.72 71 C 154.00' 010`04'53.52" 185268.16 1306835.68 185274.06 1306809.26 72C 20.00' 274°50'58.86" 185274.06 1306809.26 185268.16 1306835.68 oBRUCF <, T P 32789 �o G/STE?, �\ Fs0 /0NM- LINE AND CURVES TABLE LINE/ CURVE LENGTH/ RADIUS DIRECTION/ DELTA START NORTHING START EASTING END NORTHING END EASTING 73C 87.00' 026°25'45.02" 185315.95 1306998.06 185284.84 1306973.27 74L 2.72' S51 °45'37.03"W 185317.64 1307000.20 185315.95 1306998.06 75C 7.50' 090`00'00.67" 185328.17 1307001.44 185317.64 1307000.20 76L 3.50' S51 °45'37.03"W 185330.34 1307004.19 185328.17 1307001 .44 77C 10.71 ' 048° 19'36.64" 185317.44 1307000.74 185313.74 1307008.69 78C 12.50' 092`51 '57.18" 185313.74 1307008.69 185300.45 1307020.99 79C 14.50' 055°07'48.82" 185300.45 1307020.99 185288.18 1307026.43 80C 7.39' 100*31 '00.62" 185286.21 1307025.91 185289.78 1307036.69 81 L 13.82' S58`04' 13.71 "E 185289.78 1307036.69 185282.48 1307048.42 82C 7.39' 128° 15'23.41 " 185282.48 1307048.42 185269.27 1307046.93 83C 6.39' 105°54'26.58" 185269.27 1307046.93 185259.74 1307043.31 84C 6.39' 193' 12'49.44" 185259.74 1307043.31 185252.50 1307032.89 85C 6.37' 065*31 ' 1 1 .84" 185252.50 1307032.89 185256.40 1307027.21 86C 6.39' 107* 19'26.88" 185256.40 1307027.21 185264.30 1307020.62 87C 6.39' 175'01'04.48" 185264.30 1307020.62 185276.68 1307017.56 88C 6.39' 1 65°41 '09.72" 185276.68 1307017.56 185286.21 1307025.91 89 L 1 .93' N31 `59' 12.54"E 185289.32 1307037.44 185290.96 1307038.46 90C 73.00' 009`25'51.70" 185290.96 1307038.46 185284.89 1307048.82 91 L 2.26' S31 °55'37.30"W 185284.89 1307048.82 185282.97 1307047.62 92C 7.39' 066`37'41.37" 185262.78 1307055.57 185265.39 1307047.89 93C 34.50' 102*44'48.1 1 " 185213.57 1307033.56 185262.78 1307055.57 94C 26.00' 078° 14'45.23" 185252.72 1307031.42 185219.99 1307029.07 95L 11.27' S35°00'51.12"E 185219.99 1307029.07 185210.76 1307035.54 96C 3.00' 087°22'39.75" 185210.76 1307035.54 185209.95 1307039.60 97C 150.00' 003°07'52.58" 185209.95 1307039.60 185214.15 1307046.64 98L1 7.83' S31 `30'44.44"E 185214.15 1307046.64 185207.47 1307050.73 99C 142.17' 031 °58'44.69" 185207.47 1307050.73 185151 .96 1306995.47 100L1 7.87' N67° 12' 18.07"W 185151.96 1306995.47 185155.01 1306988.22 101 C 150.00' 023`47'52.84" 185155.01 1306988.22 185202.07 1307028.36 102C 3.00' 087°22'39.75" 185202.07 1307028.36 185206.17 1307028.98 103L 11.27' N35°00'51.12"W 185206.17 1307028.98 185215.40 1307022.52 104C 34.00' 075° 14'06.81 " 185215.40 1307022.52 185256.86 1307024.40 105C 87.50' 052°38'03.28" 185172.50 1306958.70 185220.77 1307019.44 106L 7.47' S69°28'26.57"E 185282.31 1307056.34 185279.70 1307063.33 107C 20.50' 078`30'29.37" 185279.70 1307063.33 185257.28 1307076.39 NOTES: ##' EDGE TO ALIGN WITH EXISTING SURFACE. R-406909 • • m u V1 0 11 I 0 Iq I I) Uj PLANTING OR LAWN HEIGHT ABOVE PLANTING VARIES SEE PLANTING DETAILS CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, CLASS A MODERATE SURVIVABILITY, PER NOTE 2 COMPACTED SUITABLE BASE MATERIAL. COMPACTED TO 92%� STANDARD COMPACTION OR AS APPROVED BY THE ENGINEER, OR STRUCTURAL FILL VARIES SEE HARDSCAPE PLANS MINIMUM 8" CROSS SLOPE PER PLAN. CSBC WITH A — LEVEL BOTTOM 1.5% MAX O O O O O O O O O O O O PLANTING OR LAWN WSDOT STANDARD 6" PERVIOUS PLAN F-10. 12-03, CEMENT CEMENT CONCRETE CONCRETE PEDESTRIAN CURB FLUSH WITH PATHWAY, TYP. NOTES: 1. INSPECTION REQUIRED FOR FORMS AND SUB GRADE APPROVAL BEFORE POURING CONCRETE. 2. APPLY SEPARATION GEOTEXTILE ON SIDES. EXTEND GEOTEXTILE ABOVE PERVIOUS CONCRETE SIDEWALK. AFTER PAVEMENT HAS CURED AND ADJACENT FINISHED GRADE HAS BEEN STABILIZED, TRIM SEPARATION GEOTEXTILE TO BOTTOM EDGE OF PATHWAY. 3. REFER TO CITY OF RENTON STANDARD PLAN 102 FOR ADDITIONAL NOTES. 4. PROVIDE FULL DEPTH CONSTRUCTION JOINT MINIMUM EVERY 30—FT, SEE THIS SHEET. 5. PROVIDE PERVIOUS CONCRETE JOINT MINIMUM EVERY 15—FT. SEE LANDSCAPE DWGS FOR DETAIL. 6. SEE LANDSCAPE DWGS FOR LOCATION OF ALL THICKENED EDGES OR THICKENED AREAS FOR FURNISHINGS AND JOINTS. PERVIOUS CONCRETE PATHWAY DETAIL N TS FULL DEPTH CONSTm "� T'^"' COMPACTED BASE MATERIAL JOINT PERVIOUS CEMENT CONCRETE AGGREGATE BASE NOTE: PROVIDE FULL DEPTH CONSTRUCTION JOINT MINIMUM EVERY 30—FT. PERVIOUS CONCRETE FULL DEPTH CONSTRUCTION JOINT N TS BRUCc F WASy ` �� �Q `Q�� CONTRACTOR AS -BUILT CALL 2 BUSINESS DAYS BEFORE YOU DIG Suit Fourth Avenue S. o RECORD DRAWINGS S� Suite A THIS RECORD DRAWING HAS BEE 1 8 0 0 4 2 4- 5 5 5 5 Seattle WA 98134 � W CONTRACTOR. WHILE THIS INFOR ' � �F 32789 �o �� OR VERIFIED FOR COMPLETENES' P: 206.624.1387 S T E9, �� NOT RESPONSIBLE FOR ITS ACCi I ITI1 ITIF� UNDERGROUND I OrATION rFNTFR ENGINEERS, INC - a ;_ N S/0NAL `�� INCORPORATED INTO THE RECOR PLANTING OR LAWN HEIGHT ABOVE PLANTING VARIES SEE PLANTING DETAILS COMPACTED SUITABLE BASE MATERIAL. COMPACTED TO 92% STANDARD COMPACTION OR AS_ APPROVED BY THE ENGINEER, OR STRUCTURAL FILL VARIES SEE HARDSCAPE PLANS PLANTING OR LAWN 4" CSBC _ CROSS SLOPE PER PLAN. 6" CEMENT 1 /2" RADIUS, 1 .5% MAX CONCRETE TYP. d NOTES: 1. REFER TO CITY OF RENTON STANDARD PLAN 102 FOR ADDITIONAL NOTES. 2. SEE LANDSCAPE DWGS FOR EXPANSION JOINT DETAIL, PLANS L-3 AND L-5. 3. PROVIDE COLD JOINT MINIMUM EVERY 20—FT. SEE LANDSCAPE DWGS FOR COLD JOINT DETAIL. 4. SEE LANDSCAPE DWGS FOR SCORE JOINT DETAIL. 5. SEE LANDSCAPE DWGS FOR CONCRETE FINISH DETAIL. 6. SEE LANDSCAPE DWGS FOR LOCATION OF ALL THICKENED EDGES OR THICKENED AREAS FOR FURNISHINGS AND JOINTS. CONCRETE PATHWAY / SIDEWALK DETAIL N TS NEW DEPRESSED CURB AND GUTTER WIDTH TO MATCH NEW PATHWAY d 00000 000000 0 000� 0 0 0 0 000 0 o� N ~ D D co �00� �OOOOOO 0 0 0 OOOOOc� 00000C� 000000 O O 0 O O O d d. a a d 1 I W cL d d ° p ° LLJ n Od d' p WIDTH PER PLAN TYPICAL DETECTABLE WARNING SURFACE PLACEMENT AND GRADING DETAIL N TS NEW CURB AND GUTTER, TYP. MATCH ADJACENT EXISTING SECTION BACK OF DEPRESSED CURB CONDITION VARIES, SEE DEMO PLAN DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01 PAVING PER PLANS NOTE: NEW CURB AND GUTTER SECTION ONLY APPLY AT NEW PATHWAY LOCATIONS ON SUNSET LANE NE AS NOTED ON THE DEMO PLAN. R-406910 m 0) 00 Chi 0 O 0) �1 V1 0 11 0 11 Q Ld CONCRETE REINFORCEMENT DECORATIVE MIST FEATURE PLAN �J NTS G�C�C�OG�D DG�LQ��I�]C� YP. =NT 'ING MATCH EXISTING 337. MATCH EXIST 336. \I NORTH CONCRETE GRADING W.1110 \I G 2" CLR. rni n . iniNIT 1 /R" RAnii iq V DECORATIVE MIST FEATURE CONCRETE SECTION / COLD JOINT DETAIL NTS EMBED 4" INTO EXISTING CONCRETE W/ HILTI HY200 EPDXY EXISTING CONCRETE a 11" TYPE 1 TRENCH DRAIN C #3 BYP,� EXIFIN'pILL �� �� �� 8„MIN. NOTE: � CSBC CHANNEL INSTALLATION SUPPORTS NOT SHOWN FOR CLARITY. SUITABLE INSTALL PER MANUFACTURERS RECOMMENDATION. BASE TRENCH DRAIN TYPE 1 SCORE LINE PER LANDSCAPING 6"t CEMENT CONCRETE PAVEMENT 4x4 W2.9/2.9 WWF, TYP. 8"MIN. CSBC SUITABLE BASE #3 BAR W/ SLEEVE Q 12" O.C. 4x4 W2.9/2.9 WWF, TYP. NTS EXISTING CONCRETE EMBED 4" INTO CVICTIKV ((l�lr`DCTC 2"MIN. 6"t CEMENT CONCRETE PAVEMENT 4x4 W2.9/2.9 WWF, TYP. #3 BAR x 12" LONG W/ SLEEVE 12" O.C. 8"MIN. CSBC SUITABLE BASE NEW CONCRETE / EXISTING CONCRETE CONNECTION u % N TS EXITING FILL R-40691 1 0) 00 CAI 0 0 0) a u V! Q0 0 1 0 I� Ld � G O � tiro ,#5, 338.22' #4, 338.01 � O zz-#3, 337.71' i #2, 337.63' #1, 337.87' CJ #81, 337.55 #39, 337.62' #80, 335.71 ISM h\\\\ #79, 334.38' #78, 333.79 'o N RAIN GARDEN,\\ TYP. J\\ #77, 331.67\ 0 /-#6, 338.11' F#7, 338.20' #8, 338.�5" ADA LANDING,\ SLOPES SHALL NOT EXCEED 1 .5% IN ^S NOTES: ANY DIRECTION 1. SEE DRAWING C-1 FOR NOTES. #75, 329.51 2. SEE DRAWING C-12 FOR GRADING TABLE. #74, 328.77- 3. PROPOSED CONTOURS ARE \� APPROXIMATE. CONTRACTOR TO MATCH CONTOURS TO #73, 328. EXISTING GRADE ALONG PROJECT BOUNDRIES. #72, 329. LEGEND: LEGEND: - - RIGHT OF WAY GRADING POINT #xx, xxx.xx' — —LIMITS OF WORK f f 6' TEMPORARY CHAINLINK FENCE o r m AND HIGH VISIBILITY FENCE; z D COORDINATE LOCATION OF FENCE OPENINGS WITH SITE ACCESS z o C z AND PAVED AREAS. < LEGEND: NE 10TH STREET ADA LANDING, SLOPES SHALL NOT EXCEED 1.5% IN ANY DIRECTION MAJOR CONTOUR MINOR CONTOUR BRS T W �F 32789 �o O/STE9, �\ Fss/oNAL C MATCH LINE — SEE C-11 W h'S 4i#86, 338.99', g�' TOP OF WALL TO MATCH EXISTING PATH 21' if , #89, 339.38', TOP OF WALL TO MATCH EXISTING PATH #91, 339.00' #90, 339.59', TO OF WALL TO MAC EXISTING PATH TOP OF WALL TO / \ 0 TRANSITION FROM #90 TO -#92 AT CONSTANT SLOPE � I #93, 338.42' #92, 338.25' 1 1 V, #1005, 338.22' #1004, 338.18'/ 338.15 #94, 338.13Y� # 100, 337.89'� ,�#101, 337.92' ►•C ■ 1 0' 10' 20' 40' SCALE R-40691 2 m 0) 00 CAI 0 0 b) A u G) Q0 0 11 I 0 11 I 0 I••d NOTES: 1 . SEE DRAWING C-1 FOR NOTES. 2. SEE DRAWING C-12 FOR GRADING TABLE. 3. PROPOSED CONTOURS ARE APPROXIMATE. CONTRACTOR TO MATCH CONTOURS TO EXISTING GRADE ALONG PROJECT BOUNDRIES. LEGEND: — — RIGHT OF WAY — LIMITS OF WORK 6' TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE; COORDINATE LOCATION OF FENCE OPENINGS WITH SITE ACCESS AND PAVED AREAS. MAJOR CONTOUR MINOR CONTOUR LEGEND: GRADING POINT #xx, xxx.xx' o r r� z < D i z 0 c z r� LEGEND: ADA LANDING, MATCH LINE — SEE C-10 C'I rlf7rC' C'I I A I I KI/lT MAJOR CONTOUR MINOR CONTOUR BRUCc F WASH/NCT'�/tP CALL 2 BUSINESS DAYS BEFORE YOU DIG 1736 Fourth Avenue S. Suite A 1 8 0 0 4 2 4— 5 5 5 5 Seattle, WA 98134 0 �F 32789 �o P: 206.624.1387 Fs ' s 11TI1 ITIF� 11NDFRGROl1ND I OrATION rFNTFR 11 ENGINEERS, INC - a �: S�0NM- mZ 0' 10' 20' 40' NORTH SCALE R-406913 (y) 0) 00 N 0 m0 V1 a U GRADING POINTS -0 POINT NORTHING EASTING ELEV. DESC. 1 185462.03 1306693.18 337.87 TOC 2 185470.37 1306688.02 337.63 ME 3 185474.09 1306695.24 337.71 ME 4 185465.19 1306700.58 338.01 TOC 5 185469.71 1306712.62 338.22 TOC 6 185479.37 1306710.07 338.11 ME 7 185481.48 1306718.15 338.20 ME 8 185467.19 1306721.24 338.35 TOC 9 185464.87 1306729.58 338.44 ME 10 185457.03 1306729.64 338.34 ME 11 185444.78 1306711.88 338.01 TOC 12 185419.13 1306709.92 337.43 TOC 13 185393.54 1306712.48 336.80 TOC 14 185389.25 1306725.68 336.91 TOC 15 185357.95 1306737.57 336.91 TOC 16 185345.97 1306730.56 336.80 TOC 17 185319.95 1306750.52 336.80 TOC 18 185324.06 1306763.21 336.91 TOC 19 185305.70 1306791.24 336.91 TOC 20 185292.40 1306792.54 336.83 TOC 21 185284.63 1306825.71 336.94 TOC 22 185295.98 1306832.78 337.02 TOC 23 185300.01 1306866.03 336.91 TOC 24 185290.66 1306876.45 336.83 ME 25 185283.21 1306878.50 336.70 ME 26 185273.53 1306881.37 336.76 ME 27 185265.48 1306883.78 336.71 ME 28 2 185266.61 1306857.72 336.71 TOC 29 2 185266.95 1306849.73 336.71 TOC 30 2 185268.16 1306835.68 336.72 TOC nC�S(�, �> n 10) 10 n/R,m�Ha 0 GRADING POINTS 0 POINT NORTHING EASTING ELEV. DESC. 312 185270.53 1306822.34 336.80 TOC 32 3 185274.06 1306809.26 336.74 TOC 33 185282.72 1306787.77 336.64 TOC 34 185314.34 1306744.66 336.73 TOC 35 185341.87 1306723.69 336.80 TOC 36 185392.04 1306704.62 336.88 TOC 37 185419.04 1306701.92 337.43 TOC 38 185442.83 1306703.49 338.00 TOC 39 185447.92 1306691.80 337.62 TOC 40 185364.80 1306674.96 334.49 TOC 41 185237.81 1306748.41 329.56 TOC 42 185227.99 1306775.94 330.80 TOC 43 185235.74 1306787.59 331.34 TOC 44 185240.18 1306794.25 331.42 TOC 45 2 185234.11 1306799.57 333.42 TOC 46 4 185226.79 1306821.07 333.21 TOC 47 4 185227.51 1306826.02 333.29 TOC 48 4 185239.76 1306843.99 334.95 TOC 494 185244.10 1306846.47 335.03 TOC 504 185240.73 1306853.72 335.11 TOC 514 185235.23 1306850.59 335.03 TOC 52 4 185219.71 1306827.82 333.37 TOC 53 4 185218.81 1306821.56 333.25 TOC 54 2 185229.55 1306792.72 331.34 TOC 55 185221.15 1306780.12 330.84 TOC 56 185192.77 1306776.77 330.09 TOC 57 185142.78 1306841.93 332.60 TOC 58 185127.80 1306922.69 336.14 ME 59 185119.82 1306923.18 336.10 ME 60 185124.43 1306871.49 333.62 TOC oBRUCF <, T W P 32789 �o Fs G�STE� s/() + GRADING POINTS o POINT NORTHING EASTING ELEV. DESC. 61 185135.29 1306839.10 332.47 TOC 62 185147.63 1306815.85 331.06 TOC 63 185183.38 1306774.19 329.81 TOC 64 185187.08 1306771.09 330.00 TOC 65 185177.25 1306757.52 329.29 ME 66 185183.73 1306752.83 329.13 ME 67 185193.25 1306765.98 329.90 TOC 68 185216.87 1306773.21 330.66 TOC 69 185216.87 1306770.57 330.73 TOC 70 185220.63 1306768.06 330.67 TOC 71 185223.68 1306769.09 330.65 TOC 72 185227.42 1306743.38 329.59 TOC 73 185219.79 1306730.71 328.78 ME 74 185226.55 1306726.43 328.77 ME 75 185235.15 1306740.71 329.51 TOC 76 185247.71 1306733.44 329.91 TOC 77 185292.63 1306707.46 331.67 TOC 78 185346.09 1306676.54 333.79 TOC 79 185360.80 1306668.04 334.38 TOC 80 185400.87 1306658.48 335.71 TOC 81 185454.01 1306686.59 337.55 TOC 82 185219.79 1306943.08 336.80 ME 83 185284.84 1306973.27 337.40 ME 84 185317.51 1307000.03 338.21 BW/TOC 85 185328.17 1307001.44 338.81 BW 86 185330.34 1307004.19 338.99 TW/ME 87 185287.46 1307026.55 338.33 BW/TOC 88 5 185289.32 1307037.44 338.51 BW 89 185290.96 1307038.46 339.38 TW/ME 90 185284.89 1307048.82 339.59 TW/ME A$1 GRADING POINTS 4 POINT NORTHING EASTING ELEV. DESC. 915 185282.98 1307047.63 339.00 BW 92 185265.35 1307047.92 338.25 BW/TOC 93 185262.78 1307055.57 338.42 TOC 94 185252.72 1307031.42 338.13 TOC 95 185256.84 1307024.38 337.99 TOC 96 185220.77 1307019.44 337.80 TOC 97 185213.60 1307033.67 337.87 TOC 98 185210.76 1307035.54 337.84 TOC 99 185206.17 1307028.98 337.72 TOC 100 185214.15 1307046.64 337.89 ME 101 185207.47 1307050.72 337.92 ME 102 185197.84 1307003.78 337.45 TOC 103 185192.29 1306998.01 337.36 TOC 104 185172.50 1306958.70 336.82 ME 105 185185.45 1307010.12 337.42 TOC 106 185155.02 1306988.19 337.06 ME 107 185151.96 1306995.47 337.11 ME 1000 185285.13 1307017.53 338.15 TOC 1001 185276.68 1307017.56 338.05 TOC 1002 185269.03 1307013.16 337.89 TOC 1003 185264.30 1307020.62 337.94 TOC 1004 185250.27 1307042.16 338.18 TOC 1005 185259.74 1307043.31 338.22 TOC 1006 185239.86 1307016.73 337.90 TOC 1007 185236.77 1307024.43 338.02 TOC 1008 185232.88 1307056.40 338.15 TOC NOTE: 1. SEE DRAWING C-10 AND C-11 FOR GRADING PLANS. GRADING POINT LEGEND: ME MATCH EXISTING TOC TOP OF CONCRETE / CONCRETE CURB BW BOTTOM OF WALL FACE AS IT MATCHES ADJACENT SURFACE TW TOP OF WALL ##2 ELEVATION TO MATCH FLUSH WITH ADJACENT CONCRETE SURFACE ##3 ELEVATION TO MATCH FLUSH WITH ADJACENT CONCRETE WALL ##4 ADA LANDING GRADE POINT ##5 ELEVATION TO MATCH BOTTOM STAIRS / BOTTOM OF WALL FACE WITH ADJACENT SURFACE R-406914 1 u V1 0 11 i 0 11 0i W v/�o o0o� I tio\ G� C / o9 2 � 1BQ of N:185446.72; E:1306692.701 FG: 337.74'7 NOTE: 1. SEE DRAWING C-1 FOR NOTES LEGEND: — — RIGHT OF WAY — LIMITS OF WORK 6' TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE; COORDINATE LOCATION OF FENCE OPENINGS WITH SITE ACCESS AND PAVED AREAS. nC�S(�, �> n 10) 10 n/R,m�Ha n ��o fo °fie NE 10TH STREET LEGEND: — STORM DRAIN 6"0 PVC U.O.N. FRENCH DRAIN PER DETAIL 1/C-14 TRENCH DRAIN TYPE 3 U.O.N. PER DETAIL 3/C-14 RAIN GARDEN CULVERT 6" 0 DI BRUC oF T �F 32789 �o O/STE9, �\ Fss/oNAL MATCH LINE - SEE C-14 loxdo mil 11 0 TYPE 1 CB PER CITY OF RENTON STD. PLAN 200 ROCK SPLASH PAD PER CITY OF RENTON STD. PLAN 260.10 MAJOR CONTOUR MINOR CONTOUR C' ►•C ■ 1 0' 10' 20' 40' SCALE R-406915 00 CAI 0 0 0) Al u V1 Q0 0 11 0 11 Q Ld MATCH LINE - SEE C-13 TYP. o ,\� EX. SOLID LID CB RIM: 336.79' - IE 6"PE(NW): 332.84' --IE 12"PE(NE):332.28' 3TM:330.6' L NOTE: \ \ o 0 Z \� 1. SEE DRAWING C-1 FOR G NOTES Z � m Z 0' 10' 20' 40' LEGEND: LEGEND: LEGEND: - - RIGHT OF WAY - STORM DRAIN 6"0 PVC U.O.N. ❑o TYPE 1 CB PER NORTH SCALE CITY OF RENTON STD. PLAN 200 - LIMITS OF WORK 6' TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE; COORDINATE LOCATION OF FENCE OPENINGS WITH SITE ACCESS AND PAVED AREAS. nC�S(�, �> G3D onR,M�Ha FRENCH DRAIN PER DETAIL 1 /C-14 TRENCH DRAIN TYPE 3 U.O.N. PER DETAIL 3/C-14 RAIN GARDEN CULVERT 6" 0 DI BRUC oF T �F 32789 �o Fs O�STE� s/() ROCK SPLASH PAD PER CITY OF RENTON STD. PLAN 260.10 MAJOR CONTOUR MINOR CONTOUR R-40691 6 m 0) 00 N 0 0 0) A u V1 Q0 0 Iq I 0 11 I 0 LW 1 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM, RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS, ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER. SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7, VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEICATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.00 • PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D: GAZ 9/28/2018 DEPARTMENT NOTES (1 OF 2) Public Works Administrator DATE iK161"I DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCH ROCK / 40 - 70% PASSING: • 2 - 4 INCH ROCK / 30 - 40% PASSING: AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE. AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00, 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS SAFETY DEVICES. PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES. SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REOUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM, 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C 1781. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.10 o PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D: DEPARTMENT GAZ 9/28/2018 NOTES (2 OF 2) Public Works Administrator DATE COR SURFACE WATER STD PLAN NOTES 267.00 & 267.10 NTS =P��PtJBRU oCF T Qf ju O 32 �v �F 32789 �o = /STEM ss�ONAL �� :4 5 AP R-406917 M 0) W N 0 0 0) I1 EJ 0) QD 0 11 I 0 11 I Q w o� ro GLENWOOD u� A VENUE NE (off o� o� ❑ ❑ n I 1 T O O NOTE: 1. SEE DRAWING C-1 FOR NOTES - - RIGHT OF WAY — LIMITS OF WORK 6' TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE; COORDINATE LOCATION OF FENCE OPENINGS WITH SITE ACCESS AND PAVED AREAS. G3C�S(� �> G3D o�G�ia�,!'�rJ�G�a oISUNSET LANE NE EL 338' RAIN GARDEN CULVERT 01 STD PLAN 260.10. i u, iV civUE NE oo�o5p / (iAb 7 M 0 % NORTH SCALE FI . 33(i' EL. 336' EXISTING CATCH BASIN RIM:328.16 IE 12" PE (SE):328.11' IE 12" PE (SW):328.60' BTM:322.30' - - RAIN GARDEN CULVERT 02 18LF 6"� DI IE IN: 328.62' IE OUT: 328.45' - - - - - - - EL. 336' EL. 334' EL. 334' EXISTING GRADE 1 BIRD CAGE OVERFLOW, PER CITY OF RENTON STD PLAN 260.00 - EL. 332 NEW _- , EL. 332 _ EL. 330' EL. 330' - - - - - - - _ - EL. 328' EL. 328' PROFILE GRADE RAIN GARDEN CULVERT 01 18LF 6"0 DI IE IN: 328.02' IE OUT: 327.67' EL. 326' EL. 326' O EL. 324 , EL. 324 -0+50 11111I11 BRUC oF �Fi T �F 32789 �o �,STEFi �\ Fss/ONAL 0+50 1 +00 1 +50 2+00 RAIN GARDEN PROFILE 2+50 3+00 3+50 4+00 R-4069 1 8 m b) 00 N 0 0 A U PREPARED SOIL SOD PLANTING DETAIL =L BACKFILL DRAINS JNDERDRAIN 3EOTEXTILE 7OR UNDERDRAINS COMPACTED SUBGRADE PREPARED SOIL FRENCH DRAIN FRENCH DRAIN DETAILS NTS FORMED CONCRETE CHANNEL OR PRE FABRICATED SECTIONS TO DRAIN AT 0.6% MIN. SLOPE O (2) #5 BAR, 2" CLR., MIN. 5" TRENCH \,\ \ \/\ \ \\ m TRENCH DRAIN TYPE 2 2 TRENC�HDR AIN DETAILS NTS G�CF=6�,OnD lonRM�Ha 3/8"t JOINT BRUC oF T �F 32789 �o Fs G�STE� s/() 4"MIN. CSBC SUITABLE BASE CONCRETE SIDEWALK, TYP. z 1 SAFETY SURFACING SECTION, TYP. SEE LANDSCAPE ...... .......................................................................................................... ................... ....................................................................................................................................... ...... .......................................................................................................... ................... ....................................................................................................................................... ...... .......................................................................................................... ................... ....................................................................................................................................... ...... .......................................................................................................... ................... �o X n 0 C) OC) C) Ln GRAVEL BACKFILL 95% COMPACTED SUBGRADE 2% SLOPE FOR DRAINS TO UNDERDRAIN Lo 6" 0 UNDERDRAIN G EOTEXTI LE FOR UNDERDRAINS SAFETY SURFACING FRENCH DRAIN ADA COMPLIANT SLOT DRAIN OPENING PER MANUFACTURER EXISTING CONCRETE ry w �C G 01 4 POLYMER SLOT DRAIN STANDARD SLOPE 0.5%. TO BE INSTALLED ALONG EXISTING CONCRETE EDGE AND RADIUS SLOPE TO DRAIN 1 /2" Q 2% MAX, \7 l l� TYP 4 3/4" 6" TRENCH DRAIN TYPE 3 SAFETY SURFACING SECTION, SEE LANDSCAPE INSTALLATION BRACKETS FOR ALIGNING AND ANCHORING SLOT PIPE SECTIONS, INSTALL PER MANUFACTURER RECOMMENDATIONS 4"MIN. CSBC SUITABLE BASE R-406919 A u a V! Q0 O 11 i O Q Ld TYPICAL ILLUMINATED FLEXIBLE HOSE 4" TO TRENCH DECORATIVE MIST FEATURE SECTION N TS TYPICAL MISTING NOZZLES MIST NOZZLES HIGH PRESSURE SS TUBE CIRCULAR HEADER PROVIDE ELECTRICAL BONDING OF MODULE COMPONENTS OF THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION (TWO BONDING LUGS / DOUBLE LUG REQUIRED). SUBMERSIBLE RATED JUNCTION BOX WITH APPROVED CORD SEALS 3" PVC DUCT NSF LISTED HIGH PRESSURE FLEXIBLE HOSE SEASONAL HIGH PRESSURE FLUSH AND DRAIN VALVE 0 0 w1Q- 11C �� TYPICAL ILLUMINATED FOG MODULE N TS G3D o�G�ia�,!'�rJ�Ha CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 11 ENGINEERS, INC 1736 Fourth Avenue S. Suite A Seattle, WA 98134 P: 206.624.1387 www.pndengineers.com STAINLESS STEEL GRATE SECURED WITH ANTI —VANDAL FASTENERS, GRATE FINISH WITH COEFFICIENT OF FRICTION MINIMUM 0.6, 100 PSI LOADING 3500K LED LIGHT FIXTURE SET BELOW MODULE COVER RATE, RATED FOR WET/SUBMERSIED OR DRY OPERATION, UL LISTED SS THREADED RODS WITH FASTENERS FOR SUPPORT AND LEVELING 3/4" CONDUIT TO JUNCTION BOX WITHIN SERVICE BOX 2" MODULE DRAIN (PIPED TO DRAIN) CONCRETE MOUNTING PAD PER MANUFACTURER'S RECOMMENDATIONS 6" CSBC EXISTI�"' rr%/r TYPICAL SECTION AT EXISTING 6" SLEEVE OPENING N TS BRUCF R-4 O 6 9 21 FWASy/Nc��j� CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 1 104/07/211SURVEYED: SCALE: DATE: VERTICAL: NAVE)1988 RECORD DRAWINGS 04/16/21 HORIZONTAL: NAD 1983/1991 DESIGNED: AS NOTED CITY OF 4/ 15/21 FIELDBTHIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE C. CASTONA amr, SUNSET NEIGHBORHOOD PARK PAGE: � W CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: RENTONPAGE:32789 o � OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS D. McDONALD ONE INCH DATUM PHASE 2 DRAWING NO: STEFi � NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: AT FULL SCALECounity Services Dept. DECORATIVE MIST FEATURE C-19 ss�CNAL INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. C. WIEST IF NOT ONE INCH N 0. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY DETAILS SHEET: OF: J. KEISER 21 7 7 0) 00 CV O O 0) VA u 0) 0 11 i 0 11 0i W 3' REQUIRED WORKING SPACE FOR ELECTRICAL PANEL 3/4" CONDUIT TO ILLUMINATED FOG MODULE (TYP.) JUNCTION BOX FLEXIBLE HOSE INSIDE 3" DUCT TO ILLUMINATED FOG MODULE (TYP.) 3'-6" ILLUMINATED FOG MODULE SERVICE BOX PLAN N TS 3' REQUIRED WORKING SPACE FOR ELECTRICAL P/ JUNCTION 3/4" CONDUIT TO ILLUMINE FOG MODULE (I FLEXIBLE HOSE INSIDE DUCT TO ILLUMINATED MODULE (I 2" CONDUIT FROM LIGHTING POWER SUPPLY WITHIN PUMP ROOM LOW POINT DRAIN VALVES FLOOR DRAIN SUMP FLOOR DRAIN BY OTHERS (REFER TO CIVIL FOR CONTINUATION) INV. 334.0' DNDUIT FROM LIGHTING :R SUPPLY WITHIN PUMP 1 ILLUMINATED FOG MODULE SERVICE BOX SECTION A N TS CALL 2 BUSINESS DAYS BEFORE YOU DIG I 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 11 ENGINEERS, INC 1736 Fourth Avenue S. Suite A Seattle, WA 98134 P: 206.624.1387 www.pndengineers.com WA&j/ o T � � W �F 32789 �o �441 G /STE?, �\ Fss/0NM_ CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 014/07/21 RECORD DRAWINGS 1 104/16/211 THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. NO. I REVISION I BY DATE I APPR SINGLE LEAF ACCESS DOOR WITH 42"X42" OPENING ILLUMINATED FOG MODULE SERVICE BOX TOP VIEW N TS REINFORCED C PRE—( 3/4" CONDU F( FLEXIBL DUCT TO TO DRAIN (RE IUIT FROM LIGHTING SUPPLY WITHIN PUMP ILLUMINATED FOG MODULE SERVICE BOX SECTION B N TS SURVEYED: DESIGNED: C. CASTONA DRAWN: D. McDONALD CHECKED: C. WIEST APPROVED, J. KEISER SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Community Services Dept. SUNSET NEIGHBORHOOD PARK PHASE 2 DECORATIVE MIST FEATURE SERVICE BOX DETAILS R-406922 DATE: 4/15/21 FIELDBOOK: PAGE: C-20 SHEET: OF: 22 77 u V1 0 11 i 0 ni I� Ld m HIGH PRESSURE PUMP MOTOR CONTROL PANEL, ZONE VALVE CONTROL PANEL & LIGHTING POWER SUPPLY STACKED WALL MOUNTED 4 STAGE FILTRATION UNITS 30, 10, 5, & 1 MICRON 2" ELECTRICAL CONDUIT AT HIGH LEVEL (7.5' ABOVE FINISH FLOOR) SS HIGH PRESSURE TUBING AT HIGH LEVEL (7.5' ABOVE FINISH FLOOR) EXISTING SLEEVES 2XCOLUMN ATTACH TO FLOOR AND BEAM OVER PUMP ROOM �PLAN NTS G�CF=6�,OnD DnLQm � H a 4(B �P��PNoBR )v/ T W �F 32789 �o G1STE?, �\ Fss/oNAL JJ J I I\V I LIGHTING POWER CONTROL ZONE CONTROL HOUSEK PUMP ROOM SECTION A NTS WIND SPEED SENSOR WIND SENSOR SIGNAL CABLE GALVANIZED 3/4" CONDUIT RISER PAINTED TO MATCH ROOF RISER CLAMP LOW VOLTAGE TO WIND SPEED CONTROL WIND SPEED SENSOR DETAIL NTS )UNTED FILTRATION UNITS 5, & 1 MICRON DOMESTIC 3UILDING ENTRY POTABLE COLD ......................................................................... .......................................................... ..................................::: TYPICAL SS STRUT LOW VOLTAGE LIGHTING JUNCTION BOX AT LOW LEVEL PUMPROOM SECTION B NTS R-406923 m O) 00 N 0 0 O) Am u DECK FG. ±337.43' T IFM------- IFM -------- FM --------IFM _ IFM--------IFM =-------- --------IFM -------- --------IFM -------- -- --il �li I I I I I --------- < I - < ------ < IL < I � I � I � RIM.337.70' I I I I I rTT - - -- D LV L� LV LVLV LV V LV LV LV LV LVILV LV �=Lv LV LV LV LV L LV LV LV LV < < < LV LV LV — LV — LV LV — LV — LV — LV L V LV — LV LV LV LV LV LV LV LV LV LV LV — LV — — LV — LV L L L LV L LV L LV L LV -LV---LV- LV LV L LV LV LV LV LV -LV---LV- LV LV L LV -LV---LV- LV Lv L LV LV LV LV LV LV LV LV LV LV LV L LV V L L LV LV LV LV L LV LV L LV LV LV LV LV L LV LV L LV LV LV IV LV LVV LVV LVV LVV LVV LVV LVV LVV LVV LVV LVV LV LVV LV LVV LV LVV LVV LVV LVV LVV LVV L!1 —LVV LVV TO STORM (SYSTEM SHUTDOWN) TO SANITARY (SYSTEM OPERATING) NOTE: 30W EA. (MIN/MAX VOLTAGE +/- 10%) TYPICAL 6" SLEEVES (EXISTING) MIST EFFECTS SCHEMATIC SCALE: N.T.S. SCP INT INT F INT— LV TC 7INT J a LV LV I J LV LV a TO DRAIN (REFER TO CIVIL FO CONTINUATION - BY OTHERS) I NV. 334.0' ill ill J J 3 - IIJJ IJ LV J J LV J J L V LVV FE-P1 INT INT INT INT INT WSC WALL MOUNTED 4 STAGE FILTRATION UNITS 30, 10, 5, & 1 MICRON P 3/4" 5/4" FROM R.P.B.P. (MAX. 60 PSI, REFER TO PLUMBING FOR CONTINUATION) FD EXISTING FLOOR DRAIN SERVICE BOX WITH SIDE WALK DOOR TYPICAL HIGH PRESSURE NSF RATED FLEXIBLE HOSE INSIDE 3" DUCT LOW POINT DRAIN VALVES IN HIGH PRESSURE HOSE LINES I FM IFM F M I FM I FM I FM IF I FM II II II II II II II II II II II II II II II II II II II II II II II II II II II _ JJ II II II F��_ =-J JI II ����IlllllFFr �1II11IIII11 II IF IIj11I1I11II II II IIj11I1I11II II II JUNCTION BOX 11 I I 24 VDC 30OW SYMBOL LEGEND TRANSFORMER X BALL VALVE IFM ILLUMINATED FOG MODULE AT PUMP ROOM ELECTRICAL LEGEND SOLENOID VALVE SCP SYSTEM CONTROL PANEL LINE TYPE NAME SEDIMENT DRAIN VFD VARIABLE FREQUENCY DRIVE PWR PWR— PWR— PWR LINE VOLTAGE POWER I I WITH HOSE CONNECTION NT INT INT INT LINE VOLTAGE INTERLOCK TC1 I PRESSURE GAUGE DIME CLOCK LV LV — LV — LV LOW VOLTAGE CONTROL --0 o—_ I �D FLOOR DRAIN WS WIND SPEED SENSOR 120V 1PH TD TRENCH DRAIN WSC WIND SPEED CONTROL 60Hz 0—� ® PUMP MIST EFFECTS LIGHTING CONTROL SCHEMATIC SCALE: n[FK�QMP [on/R,M�Ha N.T.S. B yWA/ s F � � W �F 32789 �o G /STER �s070NM- R-406924 A, U SEQUENCE OF OPERATION: A. TIME OF DAY CONTROL- MIST EFFECTS PUMP FM-P1 OPERATES 9 AM TO 10 PM (ADJUSTABLE) SEVEN DAYS PER WEEK EXCEPT DURING FREEZING WEATHER, WHEN SYSTEM IS OFF AND WATER IS EVACUATED FROM ALL PIPING. B. TIME OF DAY CONTROL- MIST EFFECTS ILLUMINATION OPERATES DUSK TO 10 PM (ADJUSTABLE) SEVEN DAYS PER WEEK EXCEPT DURING FREEZING WEATHER, WHEN SYSTEM IS OFF AND WATER IS EVACUATED FROM ALL PIPING. C. ZONE VALVE SEQUENCING - MIST EFFECTS CONTROL SYSTEM TO OPERATE TWO ZONE VALVES FOR FOUR MODES: 2 ZONES ON, 1 ZONE ON ONE ZONE OFF, OPPOSITE ZONE ON, OPPOSITE ZONE OFF, 2 ZONES OFF, EACH MODE TO TO RUN FOR 3 MINUTES (ADJUSTABLE). D. WIND SPEED CONTROL - IN TIMES OF HIGHER WIND SYSTEM IS DISABLED BY WIND SPEED CONTROL. TEST AND ADJUST SYSTEM TO CONFIRM MIST WILL NOT DRIFT AND WET AREA OUTSIDE BOUNDARY OF MIST FEATURE. WINTERIZING PROCEDURE: A. ENSURE ALL POWER IS OFF TO CONTROLS AND PUMP. LOCK OUT AND TAG BREAKERS. B. VALVE OFF CITY WATER SUPPLY PIPING TO MIST SYSTEM LOCATED IN MECHANICAL ROOM. C. OPEN ALL WINTER DRAIN VALVES AT LOW POINTS OF PIPING SYSTEM WITHIN PUMP ROOM. D. OPEN DRAIN VALVES (2 TOTAL) AT LOW POINT OF HIGH PRESSURE PIPING WITHIN SERVICE VALVE BOX. E. REMOVE ANTI -VANDAL FASTENERS AT ILLUMINATED MIST MODULE GRATING, REMOVE GRATE AND LIGHT UNIT FOR ALL UNITS, OPEN HIGH PRESSURE DRAIN VALVES WITHIN WITH EACH ILLUMINATED MIST MODULE. F. OPERATE DRAINAGE SYSTEM DIVERTER VALVE TO STORM G. ENSURE SYSTEM PIPING IS DRAINED COMPLETELY OF WATER. WATER STANDING WITHIN PIPING PUTS PIPING AT RISK OF FAILURE. SPRING START UP PROCEDURE: A. ENABLE POWER TO CONTROL AND PUMPS. B. CHARGE CITY WATER SUPPLY PIPING TO MIST SYSTEM LOCATED IN MECHANICAL ROOM. C. CLOSE ALL WINTER DRAIN VALVES AT LOW POINTS OF PIPING SYSTEM WITHIN PUMP ROOM. D. CLOSE DRAIN VALVES (2 TOTAL) AT LOW POINT OF HIGH PRESSURE PILING WITH SERVICE VALVE BOX. E. OPERATE DRAINAGE SYSTEM DIVERTER VALVE TO SANITARY. F. REMOVE ANTI -VANDAL FASTENERS AT ILLUMINATED MIST MODULE GRATING, REMOVE GRATE AND LIGHT UNIT FOR ALL UNITS, CLOSE SEVEN HIGH PRESSURE DRAIN VALVES. G. OPERATE HIGH PRESSURE PUMP SYSTEM TO FLUSH WATER THROUGH HIGH PRESSURE PIPING AND ILLUMINATED MODULES. OPEN ONE MODULE DRAIN VALVE AT A TIME TO FLUSH COMPLETE SYSTEM. H. ON COMPLETION OF FLUSHING, CLOSE DRAIN VALVE, INSERT LIGHT UNIT AND SECURE MODULE GRATING. GEC 00G�0 DG�LQ�D 2C \ BRUC R-406925 OFWAS H/N ��� SURVEYED: SCALE: DATE: P T CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 04/07/21 988 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1736 Fourth Avenue S. o �� �� c�` / / VERTICAL: AD 1 83/1 CITY OF � RECORD DRAWINGS 04 16 21 AS NOTED HORIZONTAL: NAD isas/issi 4/15/21 DESIGNED: FIELDBOOK: Suite A THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE C. CASTONA SUNSET NEIGHBORHOOD PARK CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: �' R E N TO N PAGE: 1 800 4 2 4 - 5 5 5 5A0 Seattle' �!A 98134 0 � w OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS D. McDONALD PHASE 2 DRAWING NO: T 'PF 32 T �O = ONE INCH DATU M INCP:206.624.1387 Fs /cisTE��G �� NO�ESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: AT FULL SCALE Community Services Dept. DECORATIVE MIST FEATURE C-23 UTILITIES UNDERGROUND LOCATION CENTER ENGINEERS TS ONAL INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. C. WIEST SCALE EOTONE NEINH www.pndengineers.com N0. REVISION BY DATE APPR APPROVED. KEISER GLY SCHEDULES & NOTES SHEET: 2 5 of 7 7 00 MIST EFFECTS ELECTRICAL LOAD &CONNECTION SCHEDULE DESCRIPTION VOLTAGE PHASE LOAD NOTES MIST EFFECTS PUMP 208 3 2 HP PROVIDE MANUAL DISCONNECT ON MECHANICAL ROOM WALL ADJACENT PUMP UNIT WIND SPEED CONTROL 120 1 1 A WEIR TO WIND SPEED SENSOR MIST LIGHTING 120 1 3 A PROVIDE TIME CLOCK GFCI PROTECTED CIRCUIT PUMP SCHEDULE MARK SYSTEM NAME TYPE CAP. (USGPM) HEAD (FT) NPSHR (FT) LOAD (HP) RPM (RPM) MODEL FM-P1 MIST EFFECTS POSITIVE DISPLACEMENT 2 1000 - 2 1750 DAN OSS PAH 2 EQUIPMENT SCHEDULE DESCRIPTION MODEL NOTE MIST MODULE SOUCY AQUATIK , T316 SS MIST FOG NOZZLE, LED LIGHTING, 30W, FLUSH VALVE SEE FM-4, DETAIL 4 HOSE EATON SYNFLEX 34PW-xx-2506X NSF LISTED MICRON FILTER HARMSCO FILTER CARTRIDGES 801 SERIES NSF LISTED 20, 10, 5, 1 STAGE WIND SPEED SENSOR SYSTEM --- SEE FM-6, DETAIL 4 VFD SCHEDULE MARK SERVICE INPUT OUTPUT LOAD (HP) MODEL VFD-1 DISPLAY 208 VOLT. 3 PHASE 208 VOLT. 3 PHASE 2 LENZE AC TECH ESV152NO2YXB/ NEMA 1 ENCLOSURE �1 U PUMP SCHEDULE MARK SYSTEM NAME TYPE CAP. (USGPM) HEAD (FT) NPSHR (FT) LOAD (HP) RPM (RPM) MODEL FM-P1 MIST EFFECTS POSITIVE DISPLACEMENT 2 1000 - 2 1750 DAN OSS PAH 2 EQUIPMENT SCHEDULE DESCRIPTION MODEL NOTE MIST MODULE SOUCY AQUATIK , T316 SS MIST FOG NOZZLE, LED LIGHTING, 30W, FLUSH VALVE SEE FM-4, DETAIL 4 HOSE EATON SYNFLEX 34PW-xx-2506X NSF LISTED MICRON FILTER HARMSCO FILTER CARTRIDGES 801 SERIES NSF LISTED 20, 10, 5, 1 STAGE WIND SPEED SENSOR SYSTEM --- SEE FM-6, DETAIL 4 VFD SCHEDULE MARK SERVICE INPUT OUTPUT LOAD (HP) MODEL VFD-1 DISPLAY 208 VOLT. 3 PHASE 208 VOLT. 3 PHASE 2 LENZE AC TECH ESV152NO2YXB/ NEMA 1 ENCLOSURE �1 U EQUIPMENT SCHEDULE DESCRIPTION MODEL NOTE MIST MODULE SOUCY AQUATIK , T316 SS MIST FOG NOZZLE, LED LIGHTING, 30W, FLUSH VALVE SEE FM-4, DETAIL 4 HOSE EATON SYNFLEX 34PW-xx-2506X NSF LISTED MICRON FILTER HARMSCO FILTER CARTRIDGES 801 SERIES NSF LISTED 20, 10, 5, 1 STAGE WIND SPEED SENSOR SYSTEM --- SEE FM-6, DETAIL 4 VFD SCHEDULE MARK SERVICE INPUT OUTPUT LOAD (HP) MODEL VFD-1 DISPLAY 208 VOLT. 3 PHASE 208 VOLT. 3 PHASE 2 LENZE AC TECH ESV152NO2YXB/ NEMA 1 ENCLOSURE �1 U VFD SCHEDULE MARK SERVICE INPUT OUTPUT LOAD (HP) MODEL VFD-1 DISPLAY 208 VOLT. 3 PHASE 208 VOLT. 3 PHASE 2 LENZE AC TECH ESV152NO2YXB/ NEMA 1 ENCLOSURE �1 U �1 U Vl Q0 0 11 0 n� W R[F=(D:0R[0 BH/R�V�Ha CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424 - 5555 UTILITIES UNDERGROUND LOCATION CENTER ABBREVIATIONS AFF ABOVE FINISHED FLOOR MAX MAXIMUN APPROX APPROXIMATE MECH MECHANICAL ARCH ARCHITECTURAL MEZZ MEZZANINE MFR MANUFACTURE BLDG BUILDING MIN MINIMUM, MINUTE BLKG BLOCKING MISC MISCELLANEOUS BO BOTTOM OF MTL METAL CJ CONTRO JOINT N NORTH CL CENTERLINE NIC NOT IN CONTRACT CLR CLEAR NO NUMBER COL COLUMN NTS NOT TO SCALE CONC CONCRETE CONT CONTINUOUS, CONTINUE OC ON CENTER OH OVERHEAD D DEEP, DEPTH OD OUTSIDE DIAMETER DEMO DEMOLISH, DEMOLITION OPNG OPENING DTL DETAIL OPP OPPOSITE DIA DIAMETER ORD OVERFLOW ROOF DRAIN DIM DIMENSION ORD OVERFLOW ROOF DRAIN DN DOWN DS DOWNSPOUT PERP PERPENDICULAR DWG DRAWING PLYWD PLYWOOD PL PROPERTY LINE E EAST PR PAIR (E), EXIST EXISTING PT PAINT, POINT, PRESSURE TREATED EJ EXPANSION JOINT EL ELEVATION R RADIUS, RISER ELEC ELECTRIC, ELECTRICAL RD ROOF DRAIN, ROAD EQ EQUAL REINF REINFORCED, REINFORCING EQUIP EQUIPMENT REQD REQUIRED REV REVISED, REVISION FCIO FURNISHED BY CONTRACTOR/ RM ROOM INSTALLED BY OWNER RO ROUGH OPENING FIN FINISH, FINISHED FO FACE OF S SOUTH FOIC FURNISHED BY OWNER/ SHT SHEET INSTALLED BY CONTRACTOR SHTHG SHEATHING FT FOOT, FEET SIM SIMILAR SPEC SPECIFICATION GA GAGE,GAUGE SQ SQUARE GALV GALVANIZED SS STAINLESS STEEL GWB GYPSUM WALL BOARD STL STEEL GYP BD GYPSUM BOARD STOR STORAGE STRUCT STRUCTURAL H HIGH SUSP SUSPENDED HORIZ HORIZONTAL HR HOUR T&G TONGUE AND GROOVE HT HEIGHT TO TOP OF HVAC HEATING, VENTILATING, TYP TYPICAL AND AIR CONDITIONING UON UNLESS OTHERWISE NOTED ID INSIDE DIAMETER INSUL INSULATE, INSULATION VERT VERTICAL L LONG W WEST, WIDE W/ WITH W/O WITHOUT WD WOOD WRB WATER -RESISTIVE VAPOR PERMEABLE SELF -ADHERED AIR BARRIER PROJECT INFORMATION JURISDICTION: CITY OF RENTON APPLICABLE CODES: 2015 IBC, IMC, IFC, IECC, UPC, AND WSEC CONSTRUCTION TYPE: V OCCUPATION TYPE: B BUILDING AREA: TRELLIS: 470 SF (EACH) GAZEBO: 1,150 SF rolluda architects architecture planning interior design ROLLUDA ARCHITECTS INC. 105 SOUTH MAIN STREET, SUITE 323 SEATTLE, WASHINGTON 98104 6250 REGISTERED ARCHITECT Alex E. Rolluda STATE OF WASHINGTON GENERAL NOTES 1. DRAWINGS. THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND ALERT THE ARCHITECT TO ANY CONFLICTS BEFORE BEGINNING WORK. 2. (E) OR'EXIST.' INDICATES EXISTING CONDITION, DIMENSION OR DATUM. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ON PROJECT PRIOR TO COMMENCEMENT OF WORK. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITH DRAWINGS. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS, PROPERTY LINES, MEASUREMENTS AND CONDITIONS IN THE FIELD BEFORE BEGINNING WORK. ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 5. TYPICAL WALL SECTIONS, FINISHES, AND DETAILS ARE NOT INDICATED EVERYWHERE THEY OCCUR ON PLANS, ELEVATIONS, AND SECTIONS. REFER TO DETAILED DRAWINGS. CONTRACTOR TO PROVIDE AS IF DRAWN IN FULL. 6. DETAILED AND/OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. 7. GENERALLY PLAN DIMENSIONS SHOWN ARE TO FINISH OPENING, FACE OF CONCRETE SHEATHING, OR FACE OF STUD UNLESS NOTED OTHERWISE. 8. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL, PLUMB, AND SQUARE. 9. NOTHING IN THE DRAWINGS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE CODES. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES OF THE GOVERNING JURISDICTIONS. 10. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR THE EQUIPMENT. 11. ALL ATTACHMENTS, CONNECTIONS, AND FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN CONFORMANCE WITH THE BEST PRACTICES OF THE BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST THE CONTRACTOR AND DO NOT SHOW EVERY DETAIL. 12. CAULKING AND SEALANTS. USE PRIMERS AS REQUIRED BY MANUFACTURER. BACKING RODS OR TAPE AS RECOMMENDED BY MANUFACTURER AND PER SPECIFICATIONS. 13. VAPOR BARRIERS. CONTINUOUS AND APPROVED VAPOR BARRIERS SHALL BE INSTALLED ON THE HEATED SIDE OF ALL THERMAL INSULATION INSTALLED AS INDICATED. SEAL ALL EDGES. 14. CONTRACTOR AT BEGINNING OF WORK TO FLUSH ALL ROOF DRAINS TO CONFIRM IN WORKING ORDER. AT CONCLUSION OF WORK CONTRACTOR TO TEST ALL ROOF DRAINS TO CONFIRM IN WORKING ORDER AND TIGHT LINES THROUGHOUT BUILDING AND PROVIDE CONFIRMATION REPORT TO OWNER. 15. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROTECT AS REQUIRED PRIOR TO COMMENCEMENT OF WORK. 16. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER, INCLUDING: SITE ACCESS, MATERIALS STORAGE, AND STAGING, INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY AND DISRUPTIVE OPERATIONS. CONTRACTOR TO VERIFY SEQUENCE OF WORK WITH OWNER. 17. CONTRACTOR SHALL COORDINATE WITH FACILITIES FOR REMOVAL OF ROOFTOP MOUNTED EQUIPMENT AS NEEDED FOR CURB AND FLASHING INSTALLATION, AND RE- ROOFING. 18. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. CONTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED. 19. CONTRACTOR SHALL PROTECT ALL ROOF OPENINGS FROM WATER PENETRATION DURING CONSTRUCTION. 20. CONTRACTOR SHALL MAINTAIN CURRENT RECORD DRAWINGS FOR ARCHITECT'S PERIODIC REVIEW. 21. AS BUILT DRAWINGS ARE BASED ON RECORD DRAWINGS AND MAY BE INCLUDED FOR REFERENCE AS TO THE SCOPE OF WORK ONLY. CONTRACTOR SHALL VISIT SITE PRIOR TO BID, EXAMINE EXISTING CONDITIONS AND INCLUDE ALL DEMOLITION REQUIREMENTS FOR THE SCOPE OF THE PROJECT IN THE CONTRACT SUM. NO ADDITIONAL PAYMENTS WILL BE MADE FOR FAILURE TO OBTAIN ALL REQUIRED INFORMATION AND MAKE KNOWN ANY INACCURACIES. ONTRACTOR AS BUILTS PROVIDED RY TERRADYNAMICS ldc 04/07/�) 1 bUKVty­ RECORD DRAWINGS 1 104/16/2 DESIGNED: HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, B ROLLUDAARCHITECTS HE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN DRAWN: URVEYED OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR M. MANCERA NGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICF CHECKED IAY HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. R. MURAKAMI APPROVED: NO. REVISION BY DATE APPR R. MURAKAMI SCALE: VERTICAL: NAVD 1988 AS HORIZONTAL: NAD 198311991 NOTED ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Community Services Dept. DRAWING INDEX ARCHITECTURAL SHEET NUMBER SHEET NAME A-000 TG PLAN A-OOX ARCHITECTURAL GENERAL NOTES A-100 OVERALL SITE PLAN A-101 PERGOLA FLOOR PLAN, ELEVATION AND DETAILS A-102 GAZEBO FLOOR AND GUARDRAIL PLANS A-103 GAZEBO RCP AND ROOF PLANS A-104 GAZEBO FRAME SECTIONS A-105 GAZEBO COLUMN ELEVATIONS A-106 GAZEBO ROOF AND COLUMN DETAILS A-107 GAZEBO GUARDRAIL DETAILS A-108 GAZEBO TRENCH DETAILS A-109 RESTROOM EXISTING RCP PLAN AND DETAIL A-110 GAZEBO ELEVATIONS REFERENCE SYMBOLS x x AX.X AX.XX BUILDING SECTION INDICATOR x Ax. SECTION INDICATOR xx Ax. SECTION DETAIL INDICATOR ENLARGED DETAIL INDICATOR X.X (X.X COLUMN GRIDLINE INDICATOR X.X FLAGNOTE Ax DRAWING REVISION INDICATOR XX'-XX" xxxxxxx ELEVATOR INDICATOR MATCH LINE O SEE SHEET AX.XX SUNSET NEIGHBORHOOD PARK PHASE 2 ARCHITECTURAL GENERAL NOTES R-406926 DAT E: 11 /25/2019 FIELDBOOK: PAGE: DRAWING NO: A-001 SHEET: OF' 26 77 0 N 0, 0 0) u Q0 0 Iq i 0 ni W OVERALL SI' SCALE: 1 /32" = 1'-0" A-100 6250 REGISTERED ARCHITECT IAlex E. Rolluda STATE OF WASHINGTON J' NORTH 0' 8' 16' 32' 64' R-406927 m U)c owe C� QUQco ZIX- N g0 w -jLOw p<- w� u— 1.1 0 ^ ¢ U M N pcVZzJ - ¢ O -0 ¢ 00 0 B.1 5.69° 5.69' 1.3 5.69° 1.4 5 roT 1.5 NN — — —j I 1 � I O i I I 1A 1 BENT CONCRETE PEDESTAL, TYP. BENT COLUMN, TYP. BENT CONCRETE SPREAD FOOTING, TYP. NOTE: FOR MORE INFORMATION SEE STRUCTURAL PLAN S-4. TRELLIS / PERGOLA FLOOR PLAN (TYP. OF 3) SCALE: 1/4" = 1'-0" VV/-lLL LVIVIIIVIIII\L ON SOUTH COLUMNS, TYP. NOTE: FOR MORE INFORMATION SEE STRUCTURAL PLAN S-3. TRELLIS / PERGOLA - RCP PLAN (TYP. OF 3) SCALE: 1/4" = 1'-0" 6250 REGISTERED ARCHITECT Alex E. Rolluda STATE OF WASHINGTON A-101 A-101 NORTH NORTH 0' 1' 2' 4' 8' 0' 1' 2' 4' 8' EO EO 12" 1/2" vT.o.F. 10'-0" WALL LUMINAIRE ELECT. CONDUIT PER ELECTRICAL. REFER TO SHEET E-5. 0'-0" NOTE: FOR MORE INFORMATION SEE STRUCTURAL PLAN S-4 AND S-5. 4— TRELLIS / PERGOLA - EAST ELEVATION SCALE: 1/2" = 1'-0" WALL LUMINAIRE FIBER CEMENT SIDING W/ CONT SEALANT, TYP. SEALANT 1/2 OF HSS 4 x 6 x 3/8 1" DIA ELECTRICAL CONDUIT C 8 x 18.7 NOTE: COORDINATE LOCATION OF D.S. WITH CONDUIT. NOTE: FOR MORE INFORMATION SEE STRUCTURAL DETAILS PLAN C/S-3 AND D/S-3. TRELLIS COLUMN - DETAIL TYP. PLAN SCALE: 3" = 1'-0" STIFF. PLATE TO MATCH WITH C'" C8X18.7 FLAW END PLATE 1 /4"X5/8" END PLATE 1 /4"X5/8" EXISTING CHANNEL CAP PLATE BELOW DETAIL SECTION 5 SCALE: 1 1/2" = 1'-0" A-101 END PLATE 1 /4"X5/ Lk T.O.F._ END PLATE 1 /4"X5/ EXISTI BOTTC PLATE DETAIL SECTION SCALE: 1 1/2" = 1'-0" DETAIL SECTION SCALE: 1 1/2" = 1'-0" A-101 3/16 TYP. END PLATE 1 /4"X5/8" 1/4"X5/8" END PLATE WILL BE WELDED TO EDGE OF FLANGE 1/4" STIFF. PLATE BEYOND 6 A-101 R-406928 Vl 0 11 i 0 1I Q Ld 2.1 2.4 I 2.2 4 OC'. 2.3 A-110 3 LL iLL � -� O� r ; 2.5 PROJECTION OF C.2 ; O ROOF ABOVE �� — � i'✓ II 3 A-107 4 / A-1 4 A-110 II - /./ A-107 B.2 :2 BEAMS I / / ;'% PROJECTION OF BEAMS ABOVE 1 1 12.5 TRENCH DRAIN/GRATE, — _ CL TYP — 5 3 -- A-107 6 A-108 A-108 2 STL GUARDRAIL, TYP A-107 1 7 A-108 A-110 4 A-108 PAVILION / GAZEBO - TRENCH AND GUARDRAIL PLAN PAVILION / GAZEBO - COLUMN LOCATION 2 SCALE: 1/4" = 11-0" AA10 NORTH o' 1, 2' 4' a' SCALE: 1/4" = 11-0" AA10 NORTH 0' 1' 2' 4' 8' R1F=(D:0R10 lon§\V�Ha II CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424 - 5555 II UTILITIES UNDERGROUND LOCATION CENTER rolluda architects architecture planning interior design ROLLUDA ARCHITECTS INC. 105 SOUTH MAIN STREET, SUITE 323 SEATTLE, WASHINGTON 98104 6250 REGISTERED ARCHITECT Alex E. Rolluda STATE OF WASHINGTON ONTRACTOR AS-BUILTS PROVIDED BY TERRADYNAMICS 1 C 04/07/2 SUKVCTCU: RECORD DRAWINGS 1 104/16/2 DESIGNED: ROLLUDAARCHITECTS HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, B HE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN URVEYED OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR NGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICT IAY HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. DRAWN: M.MANCERA CHECKED R. MURAKAMI NO. REVISION BY DATE APPR APPROVED: R. MURAKAMI SCALE: VERTICAL: NAVD 1988 AS HORIZONTAL: NAD 198311991 NOTED ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ® CITY OF RENTON Community Services Dept. R-406929 DAT E: 11 /25/2019 SUNSET NEIGHBORHOOD PARK FIELDBOOK: PHASE 2 PAGE DRAWING NO: GAZEBO FLOOR AND GUARDRAIL PLANS A-1 02 SHEET: OF' 29 77 0 N 0; 0 An 2.2 2.3 2.4 2.1 2.2 2.3 A-110 2.4 3 ).2 G LING 2.5 33X3X5/16" x12 / — Q A-104 I _ I B.2 I I B.2 511 A w A106 A.2 _ I A.2 A-110 2.5 i f PAVILION / GAZEBO - RCP PLAN PAVILION / GAZEBO - ROOF PLAN 1 2 SCALE: 1/4" = 1'-0" A-103 NORTH 01 1- 2- 4- 8' SCALE: 1/4" = 1'-0" A-103 NORTH 0' 1' 2' 4' 8' R1F=(D:oR10 IDRR\M�Ha 6250 REGISTERED ARCHITECT Alex E. Rolluda STATE OF WASHINGTON R-406930 m ' 0 0 0. 0. 0) 1 A.2 TOP OF FRAME 1 B CORNER 10'-3" TOP OF FRAME 1A 9' - 6" (c' CORNER q_ T.O.C. 0'-011 C.2 13'-6" I I I I N WALL WALL LUMINAIRE LUMINAIRE ELECTRICAL ELECTRICAL Ii CONDUIT CONDUIT FOR FOR LIGHTING LIGHTING lilt 7\7 XV\/ XV\/ XV\/ XV\/ XV\/ XV\/�V� PAVILION / GAZEBO - SECTION ON GRIDLINE 2.1 SCALE: 1/2" = 1'-0" TOP OF FRAME 1 D �nDIUMD 18'-3" A-104 Lj Y_ 2 7 J J J L D J PAVILION /GAZEBO -SECTION ON GRIDLINE 2.4 / 3 _� I `D1 'D D La�O G�C� SCALE: 1/2" = 1'-0" CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424 - 5555 UTILITIES UNDERGROUND LOCATION CENTER rolluda architects architecture planning interior design ROLLUDA ARCHITECTS INC. 105 SOUTH MAIN STREET, SUITE 323 SEATTLE, WASHINGTON 98104 6250 REGISTERED ARCHITECT IAlex E. Rolluda STATE OF WASHINGTON A-104 TOP OF I v 13' - 1011 TOP OF I to 11' - 6" C TOP OF I [� Ca 10'-3" TOP OF I �g'-611 C T.O.C. PAVILION / GAZEBO - SECTION ON GRIDLINE 2.2 SCALE: 1/2" = 1'-0" TOP OF FRAME 1 D @ CORNER JT_j0" TOP OF FRAME 1 C A @ CORNER t/ 1' - 611 ONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS 1 C 04/07/2 RECORD DRAWINGS 04/16/2 HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, B HE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN URVEYED OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR NGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHIC IAY HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. NO. REVISION BY I DATE I APPR q_ I T.O.C. _ 0'-0" 13'-6" PAVILION / GAZEBO - SECTION ON GRIDLINE 2.5 SCALE: 1/2" = 1'-0" SURVEYED: SCALE: VERTICAL: NAVD 1988 DESIGNED: AS HORIZONTAL: NAD 1983/1991 ,OLLUDA ARCHITECTS NOTED DRAWN: M. MANCERA CHECKED ONEINCH DATUM R. MURAKAMI AT FULL SCALE APPROVED: IF NOT ONE INCH R. MURAKAMI SCALE ACCORDINGLY ® CITY OF RENTON Community Services Dept. A-104 0' 1/2' 1' 2' 4' A-104 R-406931 DATE: 11 /25/2019 SUNSET NEIGHBORHOOD PARK FIELDBOOK: PHASE 2 PAGE DRAWING NO: GAZEBO FRAME SECTIONS A-1 04 SHEET: OF' 31 77 M 0) 00 N 0 0 b) An u 1 5/8" SCREW PATTERN @ COLUMNS W/SIDING SCALE: 1" = 1'-0" 2.1 TOP OF FRAME 1A yT.O.C. 0'-0" SELF -TAPPING SCREWS TO MATCH FINISH COLOR OF SIDING PAVILION / GAZEBO -ELEVATION GRIDLINE 2.1 SCALE: 1" = 1'-0" A-105 A-105 6250 REGISTERED ARCHITECT IAlex E. Rolluda STATE OF WASHINGTON 2.2 TOP OF FRAME 1 C 11'-6" ` T.O.C. 0'-0" 1 Sim 1 Sim PAVILION / GAZEBO -ELEVATION GRIDLINE 2.2 SCALE: 1" = 1'-0" A-105 2.4 TOP OF FRAME 1 R @CORNET 10'-3" T.O.C. _ 0'-0" )Sim PAVILION / GAZEBO -ELEVATION GRIDLINE 2.4 SCALE: 1" = 1'-0" A-105 R-406932 M 0) 00 N 0 0 0) LJ STANDING SEAM METAL ROOF PANEL 121N ALIGN WITH B.O. OF RAKE rAND RIDGE FLASHING STANDING SEAM METAL ROOF I AK-1 A -I ZEE CLOSURE TRIM (#ZC216) BATTEN STOPS AT ZEE CLOSURE 0) W N 0 0 0) A LJ SST HANDRAIL, TYP. FIBER CEMENT SIDING W/ CONT SEALANT, TYP. 1" X 3' PAINTED STEEL GUARDRAIL STANTION WITH (2) 1/4"X2" SST BARS ATTACHED TO STANCHION STL EMBEDED BASE PLATE, SHOWN DASHED. SEE STRUCTURAL CONCRETE RETAINING WALL. SEE STRUCTURAL 3/4" SST ROD ATTACH TO STANCHION GUARDRAIL PLAN AT COLUMN (WEST) SCALE: 1 1/2" = 1'-0" Sim 6 A-107 r T.O. l ti M M I � T-) 2" = O w o O � J Q (n w 4 1 ° o 0 0 M � v T 8" L L GUARDRAIL SECTION SCALE: 1 1/2" = 1'-0" Q) a CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424 - 5555 UTILITIES UNDERGROUND LOCATION CENTER 1" X 3" PAINTED STEEL GUARDRAIL STANTION WITH (2) 1/4"X2" SST BARS ATTACHED TO STANTION 8 A-107 1.9" OD SST HANDRAIL, TYP WITH EXPANSION JOINTS APPROX 1 OFT OC 3/4" SST RODS 4" OC MAX, TYP. (3) 3/8" DIA COUNTERSUNK BARREL/SEX BOLTS PER STANCHION, W/NYLON WASHER BETWEEN SS AND PAINTED STL, TYP. STANCHION ASSEMBLY WELDED TO STL PLATE CONCRETE RETAINING WALL WITH 1" BEVEL - SEE STRUCTURAL 1/2" STL PLATE BOLTED TO CONCRETE - SEE STRUCTURAL CONTROL JOINT WITH COMPRESSIBLE FILLER CONCRETE SLAB - SEE STRUCTURAL 5 A-107 rolluda architects architecture planning interior design ROLLUDA ARCHITECTS INC. 105 SOUTH MAIN STREET, SUITE 323 SEATTLE, WASHINGTON 98104 STANCHION DETAIL PLAN SCALE: 3" = 1'-0" SCHE PIPE I TYP. 1 /8" 1 HAN SAD 1" X ATT/ FLAT 1" X CONCRETE SLAB CONTROL JOINT 1/4" SST HANDRAIL SADDLE 3/4" SST RODS CONCRETE RETAINING WALL - SEE STRUCTURAL 1/4" X 2" SST BARS ATTACH TO PT STL 1" X 3" STANCHION 2 A-107 HANDRAIL ELEVATION DETAILr 6 SCALE: 3" = 1'-0" A-107 1/4" X 2" S TO PT STL STANCHIC 1 /8" PT HANDRAIL SADDLE 1/2" DIA B( SEE STRI � � HANDRAIL DETAIL PLAN VIEW SCALE: 3" = 1'-0" 6250 REGISTERED ARCHITECT Alex E. Rolluda STATE OF WASHINGTON i 0 1" X T PAINTED STEEL GUARDRAIL STANCHION WITH (2) 1/4" X 2" SST BARS ATTACHED TO STANCHION STL EMBED BASE PLATE - SEE STRUCTURAL SST HANDRAIL, TYP CONCRETE RETAINING WALL -SEE STRUCTURAL 3/4" SST ROD ATTACHED TO STANCHION FIBER CEMENT SIDING W/ CONT SEALANT, TYP. GUARDRAIL PLAN AT COLUMN (EAST) SCALE: 1 1/2" = 1'-0" 1" X 3" PAINTED STEEL GUARDRAIL STANTION WITH (2) 1/4"X2" SST BARS ATTACHED TO STANTION (3) 3/8" DIA COUNTERSUNK BARREL/SEX BOLTS PER STANCHION, W/NYLON WASHER BETWEEN SS AND PAINTED STL, TYP. 3/4" SST RODS 4" OC MAX, TYP. GUARDRAIL TOP SECTION DETAIL SCALE: 3" = 1'-0" 4 1/2" 2 7/8" 3 A-107 U) w U Q w U) Q D O w CD STANCHION ASSEMBLY WELDED TO STL PLATE 1/2" STL PLATE BOLTED TO CONCRETE - SEE STRUCTURAL CONTROL JOINT WITH COMPRESSIBLE FILLER GUARDRAIL BOTTOM SECTION DETAIL/ g SCALE: 3" = 1'-0" A-107 ONTRACTOR AS-BUILTS PROVIDED BY TERRADYNAMICS 11C 04/07/2 SUKVCTCU: RECORD DRAWINGS 1 104/16/2 DESIGNED: HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, B ROLLUDAARCHITECTS HE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN DRAWN: URVEYED OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR M. MANCERA NGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICT CHECKED IAY HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. R. MURAKAMI APPROVED: NO. REVISION BY DATE APPR R. MURAKAMI SCALE: VERTICAL: NAVD 1988 AS HORIZONTAL: NAD 198311991 NOTED ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ® CITY OF RENTON Community Services Dept. 1/2" DIA. BOLTS. T SEE STRUCTURAI 1/4" X 2" SST BAR: PT STL 1" X 3" PT 3/8" DIA COUNTEI BARREL/SEX BOL NYLON WASHER CURVED SST ROL WELD TO 1"X3" SF STL PLATE TO BE ON 4 SIDES - SEE STRUCTURAL SST TO PAINTED STANCHION DETAIL SCALE: 6" = 1'-0" SUNSET NEIGHBORHOOD PARK PHASE 2 GAZEBO GUARDRAIL DETAILS R-406934 DATE: 11 /25/2019 FIELDBOOK: PAGE: DRAWING NO: A-10 7 SHEET: OF' 34 77 0) W N� 0 0 0 V1 QD 0 11 0 Iq 0� LI..I EQ �E EQ 7/8" r — — — — 7/8" II II M L_IV IV 1fILIV IV WALL LUMINAIRE ABOVE C 8 x 18.7 FIBER CEMENT SIDING W/ CONT SEALANT, TYP. SEALANT 1/2 OF HSS 4 x 6 x 3/8 1" DIA ELECTRICAL CONDUIT 2" DIA SCHED 40 PVC 1/4" X 1" CONTINUOUS FLAT BAR WELDED TO CHANNEL, SEE DETAIL D/S-4 GRATE TYPE 4 NOTE: COORDINATE LOCATION OF D.S. WITH CONDUIT. NOTE: FOR MORE INFORMATION SEE STRUCTURAL DETAILS PLAN C/S-3 AND D/S-3. GAZEBO COLUMN - DETAIL PLAN SCALE: 3" = 1'-0" C S-3 2.1 Sim 1 A-10� NOTE: FOR MORE INFORMATION SEE STRUCTURAL DETAILS PLAN C/S-3 AND D/S-3. PAVILION / GAZEBO - ENLARGED TRENCH PLAN 1 SCALE: 1" = 1'-0" RIE(DD)RID lon§\V�Ha CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424 - 5555 UTILITIES UNDERGROUND LOCATION CENTER A.2 rolluda architects architecture planning interior design ROLLUDA ARCHITECTS INC. 105 SOUTH MAIN STREET, SUITE 323 SEATTLE, WASHINGTON 98104 FO FO TOP OF FRAME 3A 11' - 6" N START GRATE INSTALLATION FROM TOP OF COLUMN 5" X 20" TRENCH DRAIN (TYPE 4) - INDENTED PATTERN GRATE / COLUMN - ELEVATION DETAI 2 SCALE: 1 1/2" = 1'-0" A-108 A-108 6250 REGISTERED ARCHITECT Alex E. Rolluda STATE OF WASHINGTON 2.2� B.2 C 1 1/2" GAZEBO - SPOUT SECTION SCALE: 3" = 1'-0" NOTE: FOR MORE INFORMATION SEE STRUCTURAL DETAILS PLAN C/S-3 AND D/S-3. PAVILION / GAZEBO - ENLARGED TRENCH PLAN 2 SCALE: 1" = 1'-0" Sim ONTRACTOR AS-BUILTS PROVIDED BY TERRADYNAMICS 1 C 04/07/2 SUKVCTCU: RECORD DRAWINGS 1 104/16/2 DESIGNED: ROLLUDAARCHITECTS HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, B HE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN URVEYED OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR NGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICT IAY HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. DRAWN: M. MANCERA CHECKED NO. REVISION BY DATE APPR APPROVED R. MURAKAMI T.O.C. 0' -oil 1 2" DIA. SCH 40 STAINLESS STEEL OUTLET, CAST INTO WALL OUTLET SPOUT, TYP PER STRUCTURAL. 1/8" METAL PLATE PAINT TO MATCH GUARDRAIL COLOR B.2 I. I GAZEBO - SPOUT ELEVATION SCALE: 3" = 1'-0" PAVILION / GAZEBO - ENLARGED TRENCH PLAN 3 T.O.C. 0'-0" 2" DIA SCHED 40 PVC 1/8" BTM PLATE 1/2" BOLTS, TYP. 1/8" BTM PLATE Sim 1 A-108 -3. A-108 SCALE: 1" = 1'-0" A-108 SCALE: VERTICAL: NAVD 1988 AS HORIZONTAL: NAD 198311991 NOTED ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 R-406935 DAT E: 11 /25/2019 CITY OF SUNSET NEIGHBORHOOD PARK FIELDBOOK: e RENTON PHASE 2 PAGE DRAWING NO: Community Services Dept. GAZEBO TRENCH DETAILS A-1 O8 SHEET: OF' 35 77 (y) v! 0 N; 0 0 v! 1 AJ WEATHER HEAD GALV 3/4" CONDUIT RISER PAINTED TO MATCH ROOF CONTINUOUS BEAD OF AP SEALANT OR HIGH GRADE SEALANT CONTINUOUS BEAD OF ULTRAPLY 0 GP SEALANT �z FIELD FABRICATED METAL HOOD O�STAINLESS STEEL CLAMPING RING 77_ PRE-MOLDED ULTRAPLY TPO IL PIPE FLASHING EXISTING TOP OF ROOF SYSTEM ULTRAPLY TPO QUICKPRIME ULTRAPLY TPO BONDING ADHESIVE ULTRAPLY TPO MEMBRANE FASTENER BOT OF STEEL EXISTING 5 1/2" METAL STUD o WALL W/ 5/8" GWB BLOCKING FOR WIND SENSOR NEW 2X4 METAL STUD WALL SYSTEM TO SPAN BETWEEN 2 STUDS MIN. NOTE: SEE STRUCTURAL FOR MORE INFORMATION. RESTROOM ROOF PENETRATION DETAIL SCALE: 1 1/2" = 11-0" CB CD CE A-109 / 10 11 (12 T I 0 w L � w I O — I I I 4" +/- FROM WALL WIND SPEED SENSOR - SEE STRUCTURAL I 1 A-109 I I I I I I O I O I _ _ _ _ _ RESTROOM EXISTING RCP PLAN 020 SCALE: 1/4" = 11-0" A-109 rr" [9,F� 0 I I 1 11 "J nD 19n/r\ \" H I I\ 1 0 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424 - 5555 UTILITIES UNDERGROUND LOCATION CENTER rolluda architects architecture planning interior design ROLLUDA ARCHITECTS INC. 105 SOUTH MAIN STREET, SUITE 323 SEATTLE, WASHINGTON 98104 6250 REGISTERED ARCHITECT IAlex E. Rolluda STATE OF WASHINGTON ONTRACTOR AS-BUILTS PROVIDED BY TERRADYNAMICS 1 C 04/07/2 RECORD DRAWINGS 04/16/2 HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, B HE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN URVEYED OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR NGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHIC IAY HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. NO. REVISION BY I DATE I APPR SCALE: VERTICAL: NAVD 1988 DESIGNED: AS HORIZONTAL: NAD 1983/1991 ;OLLUDA ARCHITECTS NOTED DRAWN: M. MANCERA CHECKED ONEINCH DATU M R. MURAKAMI AT FULL SCALE APPROVED: IF NOT ONE INCH R. MURAKAMI SCALE ACCORDINGLY _ 0' 1' 2' 4' 8' NORTH ® CITY OF RENTON Community Services Dept. SUNSET NEIGHBORHOOD PARK PHASE 2 RESTROOM EXISTING RCP PLAN AND DETAIL R-406936 DAT E: 11 /25/2019 FIELDBOOK: PAGE: DRAWING NO: A-10 9 SHEET: OF' 36 77 0) W 0 0 0) V1 Q0 0 Iq I 0 11 0I W STANDING """ ^"rTAI n^^r TRENCH D GRATE - T' TYP. SOUZ SOUTH CC FIBER CEN SIDING ALI LOCATION LIGHT FIX1 METAL GU T.O.0 01-011 GAZEBO - SOUTHWEST ELEVATION SCALE: 1/4" = 1'-0" STANDII�lt- c+r A R A n "rTA I n^^r FIBER CI SIDING LIGHT FI METAL C T.O.0 lq 0'-0" GAZEBO - NORTHEAST ELEVATION SCALE: 1/4" = 1'-0" LF� �,� LF� LFIa II CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424 - 5555 I UTILITIES UNDERGROUND LOCATION CENTER rolluda architects architecture planning interior design ROLLUDA ARCHITECTS INC. 105 SOUTH MAIN STREET, SUITE 323 SEATTLE, WASHINGTON 98104 6250 REGISTERED ARCHITECT Alex E. Rolluda STATE OF WASHINGTON STANDING SEAM 11V ^r.^r FIBER CEMENT SIDING LIGHT FIXTURE METAL GUARDRAII T.O.C. 0'-011 rr `` B.O. PLATFORM 0" ONTRACTOR AS-BUILTS PROVIDED BY TERRADYNAMICS 1 C 04/07/2 RECORD DRAWINGS 04/16/2 HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, B HE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN URVEYED OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR NGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHIC IAY HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. NO. REVISION BY DATE 7FAPPR GAZEBO - WEST ELEVATION SCALE: 1/4" = 1'-0" STANDIN FIBER CE SIDING LIGHT FI) METAL G 0' - 0' GAZEBO - EAST ELEVATION SCALE: 1/4" = 1'-0" ,OLLUDA ARCHITECTS DRAWN: M. MANCERA CHECKED R. MURAKAMI APPROR �M U RAKAM I SCALE: VERTICAL: NAVD 1988 AS HORIZONTAL: NAD 198311991 NOTED ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 2 A-110 0 ® CITY OF RENTON Community Services Dept. SUNSET NEIGHBORHOOD PARK PHASE 2 GAZEBO ELEVATIONS R-406937 DAT E: 11 /25/2019 FIELDBOOK: PAGE: DRAWING NO: A-110 SHEET: OF' 37 77 (y) 0) W CV 0, 01 0), i LJ DESIGN CRITERIA 1. APPLICABLE CODE: 2015 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY THE CITY OF RENTON AND ALL OTHER APPLICABLE LOCAL AGENCIES. 2. REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS. 3. ALL LOADS SHOWN ARE SERVICE LEVEL (UNFACTORED) UNLESS SPECIFICALLY NOTED OTHERWISE. 4. DEAD LOADS: SELF WEIGHT 5. ROOF LOADS: GROUND SNOW LOAD, Pg = 20 PSF SNOW EXPOSURE FACTOR, Ce = 1.0 THERMAL FACTOR, Ct = 1.0 SLOPE FACTOR, Cs = 1.0 IMPORTANCE FACTOR, I = 1.0 MINIMUM FLAT ROOF SNOW LOAD, Pf = 25 PSF LIVE LOAD = 20 PSF MISCELLANEOUS MECHANICAL AND ELECTRICAL LOADS = 5 PSF 6. WIND LOADS: ASCE 7 METHOD = MWFRS ENVELOPE PROCEDURE BASIC WIND SPEED (3-SECOND GUST) = 110 MPH EXPOSURE CATEGORY = B RISK CATEGORY = II IMPORTANCE FACTOR, Iw = 1.0 7. SEISMIC LOADS: MAPPED SPECTRAL RESPONSE ACCELERATIONS SS = 1.43g S1 = 0.537g DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS = 0.953g SD1 = 0.537g SITE CLASS = D SEISMIC DESIGN CATEGORY = D IMPORTANCE FACTOR, le = 1.0 STRUCTURES HAVE BEEN ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURES OF ASCE 7. 8. SOIL DESIGN PARAMETERS: A. NET ALLOWABLE SOIL BEARING PRESSURES: 3,000 PSF B. GROUND WATER (GW) ELEVATION: APPROX 20 FT BELOW GROUND SURFACE C. EARTH PRESSURE COEFFICIENTS: ACTIVE, Ka = 0.28 AT REST, Ko = 0.44 PASSIVE, Kp = 2.4 D. COEFFICIENT OF FRICTION: 0.5 E. NATIVE SOIL UNIT WEIGHT: 135 PCF 9. FROST DEPTH: 24 IN GENERAL INFORMATION 1. FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38 "ABBREVIATIONS AND ACRONYMS: PUBLICATION AS DISTRIBUTED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME). 2. DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING THROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT. 3. VERIFY FINAL OPENING DIMENSIONS IN WALLS, SLABS, AND DECKS WITH OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION OF THESE ELEMENTS. 4. DO NOT CUT OR MODIFY STRUCTURAL MEMBERS FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE ENGINEER. 5. VISITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN ANY WAY MEAN THAT ENGINEER IS GUARANTOR OF CONSTRUCTOR'S WORK, NOR RESPONSIBLE FOR THE COMPREHENSIVE OR SPECIAL INSPECTIONS, COORDINATION, SUPERVISION, OR SAFETY AT THE JOB SITE. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 11 ENGINEERS, INC 1736 Fourth Avenue S. Suite A Seattle, WA 98134 P: 206.624.1387 www.pndengineers.com IAM BF/ pF WASh/lNc CO W �F 39312 �o �441 G/STE9, �\ Fss/oNAL �� FOUNDATIONS 1. REFER TO GEOTECHNICAL DATA REPORT "GEOTECHNICAL DESIGN RECOMMENDATIONS FOR SUNSET PARK PHASE 1" BY CH2M DATED JULY 8, 2016. 2. FOUNDATION SLABS, SLABS -ON -GRADE AND COLUMN FOUNDATIONS SPECIFICALLY NOTED TO BE ON FILL SHALL BEAR ON 6 INCHES OF COMPACTED GRANULAR FILL. 3. FOUNDATION BEARING SURFACES SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER OR QUALIFIED DESIGNEE PRIOR TO PLACEMENT OF FORMWORK OR REINFORCING STEEL. THE OBSERVATION SHALL VERIFY IF THE ACTUAL EXPOSED SUBGRADE IS AS ANTICIPATED BY THE SITE SPECIFIC BORINGS AND TEST PITS. 4. USE OF EXPLOSIVES IS NOT ALLOWED. FORMWORK, SHORING, AND BRACING 1. STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR STABILITY UNDER FINAL CONDITIONS ONLY. DESIGN SHOWN DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT FOR STABILITY OF THE STRUCTURES DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR WORK RELATING TO CONSTRUCTION ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND OTHER WORK AIDS REQUIRED TO SAFELY PERFORM THE WORK SHOWN. CONCRETE REINFORCING 1. REINFORCING STEEL: TYPICAL: ASTM A615, GRADE 60 2. FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1 `MANUAL OF STANDARD PRACTICE"AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE". 3. MINIMUM REINFORCING FOR CONCRETE WALLS AND SLABS SHALL BE AS FOLLOWS: THICKNESS REINF EACH WAY LOCATION 8" #5@12" CENTERED 12" #5@12" EACH FACE PROVIDE LARGER SIZES AND MORE REINFORCING IN SECTIONS OF CONCRETE WHERE REQUIRED BY THE DETAILS ON THE DRAWINGS OR BY THE SPECIFICATIONS. 4. CONCRETE COVER FOR REINFORCING, UNLESS SHOWN OTHERWISE, SHALL BE: WHEN CAST AGAINST EARTH: 3" CONCRETE EXPOSED TO EARTH, WASHDOWN, OR WEATHER: SLABS 2" 5. 90 DEGREE BENDS, UNLESS OTHERWISE SHOWN, SHALL BE ACI 318 STANDARD HOOKS. 6. REINFORCING STEEL FOR FOOTINGS AND SLABS ON GRADE SHALL BE ADEQUATELY SUPPORTED ON BAR SUPPORTS WITH SPACERS TO KEEP REINFORCING ABOVE THE PREPARED GRADE. LIFTING REINFORCING OFF GRADE DURING CONCRETE PLACEMENT IS NOT PERMITTED. 7. REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENTS: CONCRETE DESIGN STRENGTH = 4,000 PSI MIN AT 28 DAYS GRADE 60 REINFORCING STEEL. BAR SIZE #3 #4 #5 #6 #7 LAP SPLICE LENGTH SPACING TOP BAR 1'-4" 1'-8" 2'-0" 2'-5'$ 3'-6'$ OTHER BAR 1'-4" 1'-411 1'-7" 1'-10" 2'-9" A. LAP LENGTHS ARE BASED ON MINIMUM CONCRETE COVER OF 2". B. TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. CAST IN PLACE CONCRETE 1. 28-DAY COMPRESSIVE STRENGTHS (TO MEET STRUCTURAL STRENGTH REQUIREMENTS): BUILDING STRUCTURES: 4000 PSI CURBS: 3500 PSI 2. 56-DAY COMPRESSIVE STRENGTHS (TO MEET DURABILITY REQUIREMENTS OF ACI 318 AND ACI 350): BUILDING STRUCTURES: 4500 PSI CURBS: 4500 PSI 3. DESIGN STRENGTHS ARE SAME AS 28-DAY COMPRESSIVE STRENGTHS. 4. CONSTRUCTION JOINTS INDICATED ARE SUGGESTED LOCATIONS. CONTRACTOR MAY REVISE LOCATION OF JOINTS, SUBJECT TO SPECIFIED REQUIREMENTS. LAYOUT SHOWING ALL CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED FOR REVIEW BY ENGINEER. 5. ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS AS SPECIFIED PRIOR TO PLACING ADJACENT CONCRETE. 6. COORDINATE PLACEMENT OF OPENINGS, PIPE PENETRATIONS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS AND INSERTS PRIOR TO PLACEMENT OF CONCRETE. 7. NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE CONCRETE SHALL BE EMBEDDED IN THE CONCRETE. CONTRACTOR AS-BUILTS PROVIDED BY TERRADYNAMICS INC 1 104/07/211SURVEYED: RECORD DRAWINGS 1 104/16/211DESIGNED: THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE C. FORNACE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS D. McDONALD NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. C. WIEST NO. REVISION BY DATE APPR APPROVED: T. BELSICK SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M WELDING 1. WELDING PERSONNEL SHALL BE QUALIFIED PER AWS TO WELD PROCEDURES AND WELD POSITIONS NECESSARY FOR THE JOINT DETAILS SPECIFIED HEREWITH. ALL STEEL FABRICATION SHOP DRAWINGS SHALL REFERENCE THE WELD PROCEDURE SPECIFICATION FOR EACH WELD DETAILED. WELD PROCEDURE SPECIFICATIONS SHALL BE SUBMITTED WITH THE SHOP DRAWINGS. SUBMITTALS VERIFYING WELDER QUALIFICATIONS MUST BE TRANSMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ANY WELDING. 2. WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS): D1.1, STRUCTURAL WELDING CODE STEEL 3. REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1 SECTION 5.26. 4. BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP) UNLESS INDICATED OTHERWISE. 5. DEPOSITED FILLER METAL SHALL MEET CHARPY REQUIREMENTS OF 20 FT-LBS. AT 0 DEGREES F AND HAVE CHEMISTRY SIMILAR TO THE BASE METAL AS APPROVED BY THE ENGINEER. FILLER METALS SHALL ONLY BE USED IN WELDING POSITIONS RECOMMENDED BY THE MANUFACTURER. WELDING CONSUMABLES SHALL BE STORED AND THE CONDITION SHALL BE MAINTAINED PER AWS SECTION 5. 6. ALL WELDS SHALL BE VISUALLY INSPECTED TO COMPLY WITH THE VISUAL INSPECTION CRITERIA, FOR STATICALLY LOADED NON -TUBULAR AND TUBULAR CONNECTIONS, PER AWS SECTION 6. 7. PRE -HEAT SHALL BE BASED ON MATERIAL GRADE AND THICKNESS SHOWN HEREWITH, PER AWS TABLES. UNIFORMITY OF PRE -HEAT SHALL CONFORM TO AWS STIPULATIONS. STRUCTURAL STEEL AND METAL FABRICATIONS 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS: W-SHAPES A992 MISCELLANEOUS SHAPES INCLUDING ANGLES, CHANNELS, PLATES, ETC. A36 SQUARE OR RECTANGULAR STEEL TUBING A500, GRADE B MOMENT CONNECTION CONTINUITY PLATES A572, GRADE 50 2. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION, CURRENT EDITION, AND CURRENT OSHA STANDARDS. 3. FASTENERS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO THE FOLLOWING ASTM STANDARDS EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE: UNLESS SHOWN OTHERWISE A325-N ANCHOR BOLTS (AB) STEEL OR GALVANIZED STEEL F1554, GR 36 / A153 MACHINE BOLTS (MB) STEEL A307 GALVANIZED STEEL A307 / A153 4. ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE CLEAN AND FREE OF OIL, DIRT AND PAINT. 5. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL IS PERMITTED WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL COLD -FORMED STEEL FRAMING 1. ASTM A653/A653M, STRUCTURAL STEEL (SS) GRADE 33, OR HIGH -STRENGTH LOW -ALLOY STEEL (HSLAS), TYPE A OR B, GRADE 50. 2. STRUCTURAL LOAD BEARING STUDS: A. DESIGN EXTERIOR STUD ASSEMBLIES, IN ACCORDANCE WITH CRITERIA SET FORTH ON THE DRAWINGS AND AS SPECIFIED. SUBMIT CALCULATIONS STAMPED BY PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. SIZES INDICATED ARE MINIMUM. B. EXTERIOR STUD ASSEMBLIES SHALL BE GALV SHEET STEEL, G60. STUDS SHALL BE C SECTION (STIFFENED WITH RETURN LIP) WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI FOR 18 GAGE (43 MIL) STUDS AND LIGHTER AND WITH A MINIMUM YIELD STRENGTH OF 50,000 FOR 16 GAGE (54 MIL) AND HEAVIER STUDS. WEBS MAY BE PUNCHED PER MANUFACTURER'S STANDARD PATTERN. C. TRACKS SHALL BE DEEP LEG TYPE AND WIDTH SHALL ALLOW FOR FULL STUD BEARING. FASTEN TO STUDS WITH MINIMUM ONE #8 SELF -TAPPING SCREW AT EACH FLANGE. AT 18 GAGE (43 MIL) OR HEAVIER STUDS, EACH FLANGE OF STUD MAY BE SHOP WELDED TO TRACK. D. FASTEN TOP AND BOTTOM TRACKS AT 4 INCH STUDS OR SMALLER TO STRUCTURAL STEEL MEMBERS WITH MINIMUM ONE 1 /8 INCH POWDER -DRIVEN FASTENER 2 INCHES FROM ENDS AND AT STUD SPACING ON CENTER. AT 6 INCH STUDS OR LARGER, FASTEN WITH MINIMUM POWDER -DRIVEN FASTENER 2 INCHES FROM ENDS AND AT STUD SPACING ON CENTER. FULLY PENETRATE STEEL MEMBERS. PROVIDE ADDITIONAL FASTENERS AS REQUIRED BY MANUFACTURER. E. ALLOW FOR 5/8 INCH MINIMUM VERTICAL DEFLECTION OF COMPLETED WALL AT TOP CONNECTION. F. ALLOW FOR VERTICAL BEAM DEFLECTIONS AND THERMAL MOVEMENT AT STUD WALL CONNECTIONS. G. WELDING OF STUDS SHALL BE SHOP WELDS AND AS SPECIFIED IN ACCORDANCE WITH AWS D1.3. H. ATTACH GYPSUM SHEATHING WITH MINIMUM #6 SELF -TAPPING SCREWS TO EACH SIDE OF STEEL STUDS OR TUBE STEEL PER IBC TABLE 2211.2(2) FOR LATERAL BRACING. SCREWS MUST PENETRATE BY 1 /4 INCH MINIMUM. I. NO FIELD WELDING OF COLD FORMED METAL WILL BE PERMITTED WITHOUT SPECIFIC APPROVAL BY ENGINEER. ROUGH CARPENTRY 1. ROOF SHEATHING SHALL BE MINIMUM 5/8 INCH THICK, EXTERIOR, STRUCTURAL I. ROOF SHEATHING AT UNENCLOSED PORTIONS OF STRUCTURES SHALL BE 5/8 INCH THICK. 2. NAILS SHALL BE GALVANIZED, COMMON. DO NOT USE BOX NAILS UNLESS A NAIL SPACING REDUCTION IS APPROVED. 3. MINIMUM STANDARD NAILING SHALL CONFORM TO IBC TABLE 2304.9.1, TYPICAL UNLESS INDICATED OTHERWISE. 4. ROOF SHEATHING NAILS SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS. 5. FASTENERS SHALL CONFORM TO THE REQUIREMNTS INDICATED IN THE FOLLOWING TABLE UNLESS INDICATED OTHERWISE. FASTENER TABLE COMMON NAIL CONNECTION SIZE AND SPACING D LENGTH ROOF SHEATHING TO NAILER 8d @ 6" 0.131 " 2.5" , CITY OF ViRR R E N T 0 N Community Services Dept. SUNSET NEIGHBORHOOD PARK PHASE 2 GENERAL STRUCTURAL NOTES R-406938 DATE: 4/15/21 FIELDBOOK: PAGE: S-1 SHEET: OF: 38 77 VA INSPECTION AND TESTING 1. SPECIAL INSPECTION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR INSPECTIONS REQUIRED BY THE BUILDING OFFICIAL. THE CONTRACTOR SHALL SCHEDULE BOTH INSPECTIONS. SPECIAL INSPECTION SCHEDULE ESTABLISHED PER 2012 IBC CHAPTER 17 ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION COMMENTS SOILS GRADING, EXCAVATION, FILL & COMPACTION X FINAL FOUNDATION PREPARATION X PREFAB. CONSTRUCTION X REF. NOTE 7 CONCRETE REINFORCING PLACEMENT X ANCHOR BOLTS & INSERTS X PREPARATION OF TEST SPECIMENS X REF. NOTE 8 CONCRETE PLACEMENT X CURING X STRUCTURAL STEEL FABRICATION & ERECTION X HIGH STRENGTH BOLTING X REF. NOTE 10 PARTIAL/COMPLETE PENETRATION WELD X REF. NOTE 11 & 12 2. SPECIAL INSPECTION SHALL BE PERFORMED BY THE OWNERS SPECIAL INSPECTOR IN ACCORDANCE WITH IBC CHAPTER 17. ITEMS IDENTIFIED AS "CONTINUOUS INSPECTION" SHALL BE CONSIDERED HOLD POINTS & CONTRACTOR SHALL NOT PERFORM RELATED WORK UNTIL SPECIAL INSPECTOR IS ON SITE. CONTRACTOR SHALL PROVIDE THREE (3) BUSINESS DAYS NOTICE TO OWNER PRIOR TO REQUIRED INSPECTION. 3. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PREFORMED BY AN APPROVED FABRICATOR PER IBC SECTION 1704.2.5.2. SUBMIT FABRICATOR'S CERTIFICATES OF COMPLIANCE FOR REVIEW PRIOR TO FABRICATION OF ANY WORK. CONTRACTOR SHALL SUBMIT CERTIFICATES OF COMPLIANCE THAT STATES WORK HAS BEEN DONE IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS AT PROJECT COMPLETION. 4. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. 5. INSPECTION REQUIREMENTS FOR SYSTEMS DESIGNED BY OTHERS SHALL BE DEFINED BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THEIR DESIGN. 6. SPECIFIED LABORATORY TEST MIXES AND SIMILAR TEST RESULTS TO VERIFY MATERIAL QUALITY AND CONFORMANCE TO SPECIFICATIONS, AND SUBMITTED FOR REVIEW PRIOR TO ACCEPTANCE FOR USE ON THE PROJECT, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 8. TESTING OF CONCRETE SAMPLES SHALL BE IN ACCORDANCE WITH ACI 318 AND IBC. TESTING SHALL INCLUDE SPECIED COMPRESSIVE STRENGTH (f'c), AIR CONTACT, AND SLUMP. 9. INSPECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH IBC SECTION 1705.2. 10. INSPECTION OF BOLT INSTALLATION FOR PRETENSIONING IS PERMITTED TO BE PREFORMED ON A PERIODIC BASIS WHEN USING THE TURN —OF —NUT METHOD WITH MATCHMARKING TECHNIQUES, THE DIRECT TENSION INDICATOR METHOD, OR THE ALTERNATE DESIGN FASTENER (TWIST —OFF BOLT) METHOD. JOINTS DESIGNED AS SNUG TIGHT NEED ONLY PERIODIC INSPECTION. 11. ALL WELDS SHALL BE VISUALLY INSPECTED. 12. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR TESTED BY USING ANOTHER APPROVED METHOD. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 11 ENGINEERS, INC 1736 Fourth Avenue S Suite A Seattle, WA 98134 P: 206.624.1387 www.pndengineers.com �,\�,IAM BF/ �OOO pF WASNlNC co 2 W �F 39312 �o �441 G/STE� �\ F`ss/oNAL �� CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 04/07/21 RECORD DRAWINGS 04/16/21 THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. NO. REVISION SURVEYED: DESIGNED: C. FORNACE DRAWN: D. McDONALD CHECKED: C. WIEST APPROVED: T. BELSICK SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF D D RENTON Community Services Dept. SUNSET NEIGHBORHOOD PARK PHASE 2 GENERAL STRUCTURAL NOTES R-406939 DATE: 4/15/21 FIELDBOOK: PAGE: S-2 SHEET: OF: 39 77 M 00 N 0 0 M I U 0) QD 0 11 i 0 ni I� Ld FOUNDATION PLAN NTS — NOTE: SEE A —SERIES FOR ALL DIMENSIONS. LAC OLF)30 OLFIAMO H a AM ° F WA&jj CALL 2 BUSINESS DAYS BEFORE YOU DIG 1736 Fourth Avenue S. moo° co Suite A 1 800 424-5555 Seattle, WA98134441 39312 �o � P: 206.624.1387 Fs G / s T E?, 11TII ITIFS UNDFRGROUND I OrATION rFNTFR 11 ENGINEERS, INC ---1 0/0NA\_ 6 NORTH FRAMING PLAN NTS - NOTE: SEE A -SERIES FOR ALL DIMENSIONS. TOP OF COLUMN w a TOP OF SIDEWALK 1'-0" DRAIN PIPE COLUMN p BENT W6, TYP. S-6 � F BEAM I PER PLAN II E BENT BEAM II I I A PER PLAN, I I I I S-6 S-6 _ — — — _ B EYO N D — -------------- II II ----------------- i r— — — — — — — — II II II II II II II II B II I I S-6 TTI A. III TYPICAL BENT ELEVATION NTS 2'-0" TYP. 1 /2" EXPANSION JOINT, TYP. C S-6 DBL C8x18.75 BENT BEAM, TYP. ROOF COLUMN, TYP. W6x12, TYP. HSS3x3x5/16, TYP. ROOF OUTLINE, TYP. 1 /2" PLY OVER 2x6 T&G, TYP. CONNECTION, TYP. BENT COLUMN, TYP. SIDEWALK PER CIVIL, TYP. BENT BASE, TYP. COLUMN G FOOTING, TYP. S-6 NORTH R-406940 l LJ V1 Q0 0 11 0 11 0 Ld 96'-0" WALL TYPE 1 WALL TYPE 2 WALL TYPE 1 16'-0" EXPANSION JOINT WALL OUTLET, TOP OF PROPOSED PROPOSED EXISTING TYP_ @ 1 6'-0" MAX. TYP. WALL, TYP. GRADE GRADE GRADE GAZEBO RETAINING WALL ELEVATION 1/4"=V-0" - GUARDRAIL NOT SHOWN FOR CLARITY CHAMFER TOP 8" GAZEBO 6" _ _ 8" _ _ 3'-0" 6" _ 6" MIN. MIN. GAZEBO RETAINING WALL TYPE 1 F%%1 1/2"=V-0" - GUARDRAIL NOT SHOWN FOR CLARITY SPOUT TYP, SEE ARCHITECTURAL 2"0 SCH 40 STAINLESS STEEL OUTLET, CAST r 6" MIN. CONTINUE FRAME AND GRATE TO FACE OF COLUMN TRENCH DRAIN TYPE 2 H DRAIN END PLATE, SIMILAR INLET/FITTED -�EIVE 2"0 PIPE, TYP. DOWNSPOUT TRENCH DRAIN CONNECTION DETAIL V % 1 1 /2"= V-0" CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 11 ENGINEERS, INC 1736 Fourth Avenue S. Suite A Seattle, WA 98134 P: 206.624.1387 www.pndengineers.com pF WASH/NCTO`s/� co W �F 39312 �o �441 G/STE?, �\ Fs0/0NA\- 8" MIN. CSBC 4" MIN. CSBC 2"0 SCH 40 PVC DOWNSPOUT, TYP. a ° Z a . a� a a ° a -04 0 X I CHAMFER TOP 8" GAZEBO 6" _ _ 8" _ _ 3'-0" " _ _ 6 MIN. MIN. GAZEBO RETAINING WALL TYPE 2 V % 1 1/2"=V-0" - GUARDRAIL NOT SHOWN FOR CLARITY 3/ 1� �P 3/16 2-12 TRENCH DRAIN TYPE 2 TRENCH DRAIN GRATE TYPE 4 2 3/8" TYP 3/16 L3 1/2-8 3/16 V 3 1/2-8 8" MIN. CSBC 4" MIN. CSBC CHANNEL 1 /4"tx1 1 /8"x3/4" SQ. STEEL TAB, TYP. CHANNEL, TYP. MATCH BENT BEAM SIZE 2"0 SCH 40 PVC DOWNSPOUT, TYP HALF HSS6X2X3/16 3/16 3 1/2-8 3/1 6 3 1/2-8 TYP. DOWNSPOUT TRENCH DRAIN CONNECTION SECTION V % 1 1 /2"= V-0" CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 04/07/21 SURVEYED: RECORD DRAWINGS 04/16/21 THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE DESIGNED: C. FORNACE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS D. McDONALD NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. C. WIEST NO. REVISION BY DATE APPR PROVED: T. BELSICK SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Community Services Dept. VERTICAL PIPE CLAMP FOR 2" 0 DOWN SPOUT. 3 TOTAL EVENLY SPACED, 1' AT ENDS SUNSET NEIGHBORHOOD PARK PHASE 2 GAZEBO FOUNDATION AND RETAINING WALL DETAILS R-406941 DATE: 4/15/21 FIELDBOOK: PAGE: S-4 SHEET: OF: 41 77 m rn 00 O O A u 0) 0 11 I 0 11 I 0 Ld + + + + + + + + + + + + CPS + + + + CP + + + + + + + +-- BENT, TYP. + - a 1 °. a a. a•. a 4 °. a al 1 + + +- � + ° a 1 a a a a + - a s a ° a °COLUMN BENT ° + FOOTING TYP. ° a• ° a a COLUMN, TYP. ` + _ Q a4 ° ° a .a ° 4' a a a + + a 4 a a a a as a.•• as + + + + + - ° a .• a s a a 4 ° + + + + + + + a a a ° CP - PERGOLA CONTROL POINTS, REFERENCE C-8 FOR LOCATIONS OF GRADING POINTS #14, 15, 18, 19, 22, & 23 1 FOUNDATION PLAN NTS — NOTE: SEE A —SERIES FOR ALL DIMENSIONS. � ELECTRICAL CONDUIT FOR LIGHTING -------------- TO BE ROUTED THROUGH FOOTING TYPICAL BENT ELEVATION AND COLUMN, SEE ELECTRICAL NTS `► AM pF WASlyl `sue CALL 2 BUSINESS DAYS BEFORE YOU DIG 1736 Fourth Avenue S. moo° co Suite A 1 800 424-5555 Seattle, WA98134 39312 �o � P:206.624.1387 Fs �/STE� UTILITIES UNDERGROUND LOCATION CENTER ENGINEERS, INC www.pndengineers.com S�0NA\_ \INECTION, JT _UMN, TYP. EWALK R CIVIL, TYP. JT 3E, TYP. .UMN G )TING, TYP. S-6 6 NORTH "-6 7/R„ WORK POI T' FRAMING PLAN NTS — NOTE: SEE A —SERIES FOR ALL DIMENSIONS. TYP BENT, TYP. DBL L2 1 /2x1 1 /2x3/1 6 LLV, TYP. DBL MC8x8.5 BENT BEAM, TYP BENT COLUMN, TYP. 0 NORTH R-406942 A u 0) Q0 0 11 I 0 nI I� Ld W6, TYP. TYP. (�Q. 1 Q -7�, TVD C TYP. 9 TYP. 1 /2" EXPANSION JOINT '7OLA TE FOOTING NON -SHRINK AND :RROUS GROUT PAD ANCHOR, TYP. ASE PLATE �.AL CONDUIT, -CTR I CAL ILUMN NOTE: AT SIM. LOCATIONS NE EXPANSION JOINT CONNECTION SECTION SECTION CqrECTION 3" - 1,_0„ 3" - 1'-0" c 1/2' = 1'-0" D " 1 1 2" TYP. 1 2" TYP. N 1 /2" BOLT, TYP. STITCH PLATE, TYP. BENT BEAM, TYP. SECTION 3" = 1'-0" G3C�S(� �> G3D o�LF12�!'�rJ�G�C� TYP. 1 /2" CONN. PLATE, MIN. SKEW AS REQ'D, TYP. N O V HSS PER PL O V 1" TYP. BEAM PER 1 /4" RADIUS, TYP. 1 /2" 0 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ENGINEERS, INC TYP. 1736 Fourth Avenue S. Suite A Seattle, WA 98134 P: 206.624.1387 www.pndengineers.com GUTTER 3" = 1'-0" GUTTER PER ARCH. 3/8" STIFTENER PLATE @ 2'-0" O.C. BENT BEAM, TYP. COLUMN \,\-IAM EF WASlyl "s CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 1 104/07/211SURVEYED: SCALE: �OOQc�PF RECORD DRAWINGS 1 104/16/211AS NOTED THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE DESIGNED: C. FORNACE � W CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: 0 ��39312 �o �� OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS D. McDONALD ONE INCH S T E� �� ss/ONAL NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: IAT FULL SCALE ';�� INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. C. WIEST IF NOT ONE INCH NO. REVISION BY DATE I AP P R PROVED: T. BELSICK SCALE ACCORDINGLY Q J O 0 W m CU O m W N C� CG 3'-0"0 ;�� TYPICAL COLUMN FOOTING V % 1" = 1'-0" VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Community Services Dept. W6, TYP. BENT BEAM, TYP. STITCH PLATE 3/8" CONN PLATE 3/8" BELOW, TYP. BENT BASE, TYP. COLUMN FOOTING, TYP. ANCHOR BOLT, TYP. 16$$ MIN. EMBED CAST -IN -PLACE CONCRETE REMOVE SONOTUBE TO BELOW GRADE AFTER CONCRETE IS SET USE AUGERED HOLE AS CONCRETE FORM BELOW GRADE (8) #6 VERTICAL REBAR @ 18"0 #4 REBAR TIE @ 12" 0. C. SUNSET NEIGHBORHOOD PARK PHASE 2 FRAMING DETAILS R-406943 DATE: 4/15/21 FIELDBOOK: -7 PAGE: S-6 SHEET: OF: 43 77 'Al V1 0 11 I 0 11 0I I..1..1 TOP OF SIDEWALK GUARDRAIL 3"=1 '-0" G11CFCOHED D L @ n H0 AM OF WASh/Nc `sue CALL 2 BUSINESS DAYS BEFORE YOU DIG 1736 Fourth Avenue S. Suite A `= 1 800 4 2 4- 5 5 5 5 Seattle, WA �8134 ,�. �F 39312 �o P: 206.624.1387 F`S G' S lJTII ITIFS IJNDFRCROIJND I OrATION rFNTFR 11 ENGINEERS, INC , :� SIGNAL GUARDRAIL PER ARCH. 3UARDRAIL SASE PLATE �4 HAIRPIN @ EACH 37UARDRAIL POST .o ZETAINING HALL GUARDRAIL BASE PLATE P% % 3" = V-0" J 3/8 0 3/8 a D0 0 m zi ° Uji 1 /2"t GUARDRAIL BASE PLATE 1" O TYP. GUARDRAIL PER ARCH. 1 /2" 0 ANCHOR BOLT W/ 6" MIN. EMBEDMENT, TYP. LOCATE PER ARCHITECTURAL DRAWINGS CONCRETE WALL R-406944 (y) 0) 00 l \l 0 m0 V! 1 A V1 Q0 0 11 I 0 11 GI I••d PROJECT NOTES 1. GENERAL: WORK SHALL BE DONE IN ACCORDANCE WITH CODES 10. SCOPE OF WORK: THE SCOPE OF WORK FOR THIS PROJECT AS ADOPTED BY THE CITY OF RENTON, KING COUNTY, AND THE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: STATE OF WASHINGTON. A. PERMITS: GIVE ALL NECESSARY NOTICES, OBTAIN ALL 2. WSDOT AND CITY OF RENTON (COR) STANDARDS APPLY TO, AND PERMITS AND PAY ALL GOVERNMENT TAXES, FEES AND ARE MADE PART OF, THIS SCOPE OF WORK. OTHER COSTS IN CONNECTION WITH THIS WORK. OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION OF THE 3. LOCATIONS OF ELECTRICAL EQUIPMENT, DEVICES, LIGHTING WORK AND DELIVER SAME TO THE ENGINEER AT THE TIME FIXTURES, ETC., INDICATED ON CIVIL / STRUCTURAL AND OF SUBSTANTIAL COMPLETION AND BEFORE REQUEST FOR LANDSCAPE PLANS - INCLUDING SECTIONS, ELEVATIONS, NOTES, FINAL PAYMENT. OR OTHER INDICATORS - TAKE PRECEDENCE OVER LOCATIONS SHOWN ON ELECTRICAL DRAWINGS. B. POWER OUTAGES: POWER OUTAGES SHALL BE LIMITED TO THE HOURS OF 6:OOPM TO 7:OOAM WEEKDAYS. OUTAGES 4. REFER TO CIVIL, STRUCTURAL, LANDSCAPE, ETC., DRAWINGS FOR SHALL BE REQUESTED IN WRITING TO THE OWNER 7-DAYS WORK IN OTHER DIVISIONS. INFORMATION CONVEYED WITHIN PRIOR TO THE DESIRED DATE AND TIME. NO OUTAGE SHALL THE ELECTRICAL DRAWINGS ILLUSTRATING OR REFERENCING OCCUR WITHOUT THE PRIOR APPROVAL OF THE OWNERS WORK OF OTHER DIVISIONS IS FOR REFERENCE ONLY. REPRESENTATIVE. OUTAGES SHALL NOT EXCEED (8) SPECIFICATION BY THE RELEVANT DIVISIONS SHALL APPLY. CONSECUTIVE HOURS. 5. GENERAL NOTES ARE SHOWN ON SHEETS MOST RELEVANT TO C. TEMPORARY POWER: PROVIDE TEMPORARY POWER AS SPECIFIC NOTE; HOWEVER, GENERAL NOTES ON EACH SHEET NEEDED BY ALL TRADES DURING THE EXECUTION OF THIS SHALL APPLY IN PRACTICE TO ALL ELECTRICAL DRAWINGS. CONTRACT. 6. NOT ALL COMPONENTS OF THE ELECTRICAL SYSTEMS ARE SHOWN (FOR SIMPLICITY). PROVIDE MATERIALS AND LABOR NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. 7. STAINLESS STEEL HARDWARE: MATERIALS USED FOR THE MOUNTING AND SUPPORT OF BOXES CABLES, RACEWAYS, LIGHT FIXTURES, OUTLETS, AND OTHER ELECTRICAL EQUIPMENT, SHALL BE 316 STAINLESS STEEL. THIS REQUIREMENT APPLIES TO THE AFOREMENTIONED COMPONENTS WHEN INSTALLED OUTSIDE ABOVE GRADE. 8. LOCATIONS OF ELECTRICAL SYSTEMS COMPONENTS, INCLUDING BUT NOT LIMITED TO, LUMINAIRES, DISTRIBUTION EQUIPMENT, CONDUIT, JUNCTION BOXES, VAULTS, ETC., MAY BE REVISED PRIOR TO CONSTRUCTION. CHANGES MADE BY THE OWNER IN LOCATING ELECTRICAL COMPONENTS OF UP TO THIRTY FEET HORIZONTALLY (AND/OR VERTICALLY) IS A PART OF THIS CONTRACT. CHANGES IN LOCATION MAY BE IMPLEMENTED, AT NO CHARGE TO THE OWNER, WHEN MADE PRIOR TO ROUGH -IN OF EQUIPMENT BEING RELOCATED. 9. COORDINATE LOCATIONS OF ELECTRICAL AND COMMUNICATION CHASES AND CONDUITS WITH OTHER TRADES. ADJUST LOCATIONS AS NECESSARY TO AVOID CONFLICTS. 10. CONDUCTORS SHALL BE LABELED IN JUNCTION BOXES AND AT TERMINATIONS. ABBREVIATIONS A, AMP AMPERES EMT ELECTRICAL METALLIC TUBING LCP LIGHT CONTROL PANEL PNL PANEL AF AMPERE (RATED) FUSES ENCL ENCLOSURE MAX MAXIMUM POE PORT OF EVERETT AFF ABOVE FINISHED FLOOR EOL END OF LINE MCA MINIMUM CIRCUIT AMPERES +,POS POSITIVE AFG ABOVE FINISHED GRADE EPA EFFECTIVE PROJECTED AREA MFR MANUFACTURER PRI PRIMARY AL ALUMINUM (ALLOY) ESPL. ESPLANADE MIN MINIMUM PUD PUBLIC UTILITY DISTRICT ALC AUTOMATED LIGHTING CONTROL EUC ELECTRICAL UTILITY CENTER MISC MISCELLANEOUS READ REQUIRED AS AMPERE (RATED) SWITCH EWC ELECTRIC WATER COOLER MLO MAIN LUGS ONLY RNC RIGID NONMETALLIC CONDUIT ATS AUTOMATIC TRANSFER SWITCH EWH ELECTRIC WATER HEATER MTD MOUNTED (PVC) AUTO AUTOMATIC FA FIRE ALARM MOB MARINE OPERATIONS BUILDING RR REMOVE AND REPLACE AUX AUXILIARY FAA FIRE ALARM ANNUNIATOR MTR MOTOR SEC SECONDARY AWG AMERICAN WIRE GAUGE FC FOOT CANDLES —N— NEUTRAL (GROUNDED CONDUCTOR) SNOPUD SNOHOMISH COUNTY PUD BAT BATTERY FLA FULL LOAD AMPERES INC NORMALLY CLOSED SPDT SINGLE POLE DOUBLE THROW BFG BELOW FINISHED GRADE FLEX FLEXIBLE NEC NATIONAL ELECTRICAL CODE SPST SINGLE POLE SINGLE THROW C CONDUIT (CIRCULAR RACEWAY) FTB FLUIDIZED THERMAL BACKFILL —,NEG NEGATIVE SURF SWBD SURFACE SWITCHBOARD CAB CABINET FU FUSE NEMA NATIONAL ELECTRICAL SWGR SWITCHGEAR CB CIRCUIT BREAKER GEN GENERATOR MANUFACTURE'S ASSOC. TB TERMINAL BOARD CFM CUBIC FEET PER MINUTE GFI GROUND FAULT CIRCUIT NIC NOT IN CONTRACT TC TIMECLOCK CKT CIRCUIT INTERRUPTER NL NIGHT LIGHT (UNSWITCHED) TEL TELEPHONE CLG CEILING GND GROUND NO NORMALLY OPEN TYP TYPICAL CO CONDUIT ONLY GRC GALVANIZED RIGID STEEL CONDUIT NTS NOT TO SCALE UL UNDERWRITERS LAB CONT. CONTINUATION GRID IN —GROUND OC ON CENTER UON UNLESS OTHERWISE NOTED CU COPPER HP HORSEPOWER OD OUTSIDE DIAMETER V VOLTS DC DIRECT CURRENT HZ HERTZ (CYCLES PER SECOND) OFCI OWNER FURNISHED CONTRACTOR VA VOLT—AMPERES DISC DISCONNECT IES ILLUMINATING ENGINEERING SOCIETY INSTALLED VFD VARIABLE FREQUENCY DRIVE DIA DIAMETER ID INSIDE DIAMETER OFOI OWNER FURNISHED, OWNER W WATT DIV DIVISION IG ISOLATED GROUND INSTALLED W/ WITH DP DISTRIBUTION PANEL IN INCANDESCENT OS OCCUPANCY SENSOR W/0 WITHOUT DPDT DOUBLE POLE DOUBLE THROW IMC INTERMEDIATE METAL CONDUIT P POLE WP WEATHERPROOF DPST DOUBLE POLE SINGLE THROW K KEY OPERATED PB PUSH—BUTTON XFMR TRANSFORMER DWG DRAWING KCM THOUSAND CIRCULAR MILS PEND PENDANT 11 IFT N INCHES EXIST EXISTING KO KNOCK OUT PH PHASE FEET EF EXHAUST FAN KW KILOWATTS PLP POWER/LIGHTING PEDESTAL PHASE KVA KILO VOLT—AMPERES n[p=(KM)nlo lomllm�H(m DIAGRAMS SYMBOL DESCRIPTION UTILITY XFMR - POLE MOUNTED TX KVA, VOLTAGE, PHASE "A-xxx" (UTILITY # IF APPLICABLE) J XFMR - (MOUNTING) KVA, VOLTAGE, PHASE 1 "A-xxx" (UTILITY # IF APPLICABLE) E-DM PF METER W/CURRENT TRANSFORMER M = UTILITY CO. APPROVED SOCKET WITH METER KW KVAR PF = POWER FACTOR METER KW/KVAR = COMBINATION KILOWATTHOUR/KVAR ECURRENT TRANSFORMER GF GROUND FAULT RELAY xxx/y CIRCUIT BREAKER xxx = AMPACITY, y = POLES ° SWITCH / xx d xxx = AMPACITY �xx DISCONNECT SWITCH xx = AMPACITY � DISCONNECT SWITCH - FUSED xx xx = AMPACITY O JUNCTION BOX (M) (P) MOTOR OR PUMP, AS NOTED ® SPECIAL RECEPTACLE 0 LIGHTING/POWER PEDESTAL LIGHTING CONTROLLER LTG. TC TC = TIMECLOCK CONTROLLED HOA = HAND -OFF -AUTO SWITCH CONTROLLED IRRIG IRRIGATION SYSTEM CONTROLLER SECUR SECURITY/CCTV SYSTEM CONTROLLER FA FIRE ALARM CONTROLLER ELR END OF LINE RESISTOR a-b-c UNDERGROUND VAULT (SEE DESCRIPTION UNDER SITE SYMBOLS) ELECTRICAL LEGEND* WIRING DIAGRAMS SYMBOL / DESCRIPTION OH 12.47KV OVERHEAD LINE P 12.47KV UNDERGROUND LINE CONDUIT OR RACEWAY — — — — — — — UNDERGROUND CONDUIT — — — — — — — CONDUIT LINE WEIGHT CONDUIT EXISTING LINE WIEGHT E CONDUIT RACEWAY STUB —OUT REFERENCE SYMBOLS SYMBOL DESCRIPTION X REFER TO DETAIL NO. ON DRAWING INDICATED NOT ALL EX.XX DETAIL REFERENCES ARE SHOWN. ALL DETAILS APPLY TO ALL APPLICABLE SITUATIONS, UON. X ELEVATION TAG: REFER TO NUMBER EX.XX AND SHEET INDICATED Ax SECTION TAG: REFER TO DETAIL NO. ON DRAWING. EX.XX NOT ALL DETAIL REFERENCES ARE SHOWN. ALL DETAILS APPLY. OX SHEET NOTE REFERENCE IMAGE/PHOTO REFERENCE. REFER TO ADJACENT OR X ASSOCIATED DETAILS FOR LOCATION P—HV 12.47KV H.V. CABLE CURRENT OR FUTURE. PROVIDE WIRE AND RACEWAY WHERE SHOWN 30.3 FEEDER TAG: NOMINAL AMPACITY & TYPE: SEE FEEDER SCHEDULE 2.0"C 30.3 CONDUIT IN SIZE SHOWN WITH FEEDER AS INDICTED 2.0"C M30.3 30.3 CONDUIT IN SIZE SHOWN WITH MULTIPLE FEEDERS AS INDICTED 2-2.0"C CONDUIT IN QUANTITY/SIZE SHOWN WITH MULTIPLE FEEDERS AS INDICTED. ROUTE CIRCUITS AS REQUIRED. REFER TO PLANS AND DETAILS FOR INFORMATION HE3 R12 8EL-1 FIXTURE TAG: FIXTURE TYPE PANEL —CIRCUIT R12 8EL-1 FIXTURE TAG: FIXTURE TYPE PANEL —CIRCUIT FH1 POLE TAG: AREA/POLE NUMBER A3-14 POLE TYPE 8EH-1 PANEL —CIRCUIT (NOTE: SEE 'UNDERGROUND PULL BOX/MANHOLE' FOR SYSTEM ABBREVIATIONS) LIGHTING - EXISTING SYMBOL DESCRIPTION POLE MOUNTED LUMINAIRE WITH FIXTURE ARM 0-0 LIGHT POLE WITH ARM AND FIXTURE LIGHT POLE 0 WITH TWO ARMS AND FIXTURES 0--- FLOODLIGHT FIXTURE, LIGHTING POLE WITH TOP/ ° CENTER MOUNTED FIXTURE LIGHTED BOLLARD SURFACE OR RECESSED FIXTURE (IE.. PROMENADE LIGHTING) SIGN LIGHTING FLOODLIGHT SITE ELECTRICAL EQUIPMENT - EXISTING SYMBOL I DESCRIPTION UTILITY POLE WITH ARM a—b—c UNDERGROUND PULL BOX/MANHOLE a = SYSTEM COM — COMMUNICATIONS D — DATA E — ELECTRICAL P — PUD HV POWER TEL — TELEPHONE CBL— CABLE TX — UTILITY TRANSFORMER VAULT FO — FIBER OPTIC b = PROJECT ZONE LOCATION c = NUMBER HANDHOLE — STREET LIGHTING, TREE LIGHTING AND BRANCH CIRCUIT SITE WIRING 0 I POWER PEDESTAL 11 POWER PANEL NOT ALL SYMBOLS LISTED ARE USED. LIGHTING SYMB`OL1 DESCRIPTION / 'T` POLE MOUNTED LUMINAIRE o LIGHTED BOLLARD WALL MOUNTED LUMINAIRE SIGN LIGHTING FLOODLIGHT ® CAST IN PLACE FIXTURE - LED Q CAST IN PLACE, LIGHTING FIXTURE, CAST IN PLACE, GRADE LIGHTING FIXTURE, ® CAST IN PLACE, PATH LIGHTING FIXTURE, © SURFACE MOUNTED LINEAR STRIP - LED CAST IN PLACE, STAIR LIGHT O LANDSCAPE WELL UP -LIGHT FIXTURE, SITE ELECTRICAL SYMBOL DESCRIPTION 4'x4'x3'D VAULT WITH STEEL LID C = COMMUNICATIONS E = ELECTRICAL/LIGHTING P = POWER: PUD POWER WSDOT TYPE 2 J-BOX; NONSLIP LID �i C = COMMUNICATIONS E = ELECTRICAL/LIGHTING ® WSDOT TYPE 1 J-BOX NON -SLIP LID PEDESTRIAN RATED FRONTIER-35 WITH DBL-STEEL LID T = TELEPHONE ❑ SW PUD PRIMARY SWITCH CABINET PV PUD PRIMARY PULL VAULT ITX l PUD PAD MOUNTED UTILITY TRANSFORMER (LESS THAT 750KVA, SHOWN ON DRAWINGS) NOTE: PROVIDE VAULT TYPE AS SHOWN ON DWGS. CLEAR ZONE/GUARD POST CENTERLINE SITE ELECTRICAL EQUIPMENT W/CLEAR ZONE SHOWN 0 ELECTRICAL EQUIPMENT AS NOTED OPUD ELECTRICAL METER ® GFCI RECEPTACLE WITH WEATHERPROOF WHILE -IN -USE COVER, ELECTRICAL EQUIPMENT CONDUIT RACEWAY - — — - UNDERGROUND CONDUIT - — — - CONDUIT LINE WEIGHT CONDUIT EXISTING LINE WIEGHT E- — — CONDUIT STUB OUT O CONDUIT STUB UP/DOWN R-406945 Nil m PANEL SCHEDULE PANEL DPL'I LOCATION: STORAGE (NORTH BLDG) FED FROM: DP-1 CKT PH CIRCUIT DESCRIPTION AMPS POLE CONNECTED LOAD IN kVA PER CATEGORY 1201240 VOLTS / LOAD LOCATION 225 AMPS 1 -PHASE REC LTG EQPT MTR HTG CLG KIT 1 A LTG -LANDSCAPE VIA LC-1* 20 1 0.18 3 B 3 -WIRE LTG -LANDSCAPE VIA LC-1* 20 1 0.18 5 A COPPER BUS RECEPT - LANDSCAPE* 20 1 1.00 7 B RECEPT - STORAGE RM, WH-1* 20 1 0-18 1-67 w _• •_• 22 kAIC 9 A RECEPT - VVDMENS* 20 1 0-18 11 B LTG - EXTERIOR BLDG VIA LCA * 15 1 0.05 MFR: 13 A LTG - INTERICR* 15 1 0.31 TYPE: 15 B RECEPT - IRRIG CONTROLLER* 20 1 0-18 x SERVICE RATED 17 A LC-1* 20 1 0.50 DOUBLE -LUGS 19 B RECEPT - TELEMETRY* 20 1 0.18 FEED-THRU LUGS 21 A LTG -WEST PERGOLA'S 20 1 0.04 TOP -FEED 23 B RECEPT - W EST PERGOLA'S 20 1 0.54 x BOTTOM -FEED 25 A LTG - GAZEBO 20 1 0.33 x 225A MC B 27 B RECEPT - GAZEBO 20 1 0-36 MAIN LUGS ONLY 29 A SPARE 201 FLOOR -MT❑ "'EXISTING CIRCUIT x SURFACE-MTD FLUSH-MTD 200% N EUTRAL x GND BUS x BONDED NEUT IG BUS .......................................................... ......................................................... ................................................ �....... �....... �....... �....... �....... �....... �....... �.. • • �ss�� s;l�sss::;l�sss::;l�sss:.;i�sss:.;i�sss:s;i�sss.s;i�s •..... ss;;;f�sss;;;risss;;;f�ssss;risss[[rf�sssif�sssif�sss[[;f�sss[[�(iss;[[�f�ss; .i.ileijiil , ss s« :ss s« :ss s«:::::< :::::::::::::::::::::::::::::::::::::::::::::::......:::::::::::::: PANEL CONNECTED N 2 A EWM-I-2A* 15 2 0.49 LOAD IN kVA 4 B w••_ 0.49 RECEPT:vv27.2 LIGHTING: 1.1 6 A EVM-2B* 15 2 0.49 8 B EQUIP: 7.1 0.49 10 A RECEPT - V\H-2* 20 1 1.67 MOTORS: 12 B H❑-1* 20 1 1.61 HEATING: 1-9 14 A ERU-2* 15 1 0.97 COOLING: 16 B DOOR LOCKTIMECLOCK* 20 1 0.50 KITCHEN: 18 A H EAT TRACE* 20 1 0.20 TOTAL: 37.3 20 B RECEPT -TP-1* 15 1 0.18 FEEDER CONNECTED 22 A RECEPTACLE BOLLARD 20 1 036 LOAD IN kVA 24 B PP-2 20 1 6.00 RECEPT: 31.7 A 6.00 LIGHTING: 1.5 �26 28 B PP-1 - - - - - - - - - - 100 2 6-00 EQUIP: 12-6 30 A EVENT STAGE AREA* 6.00 MOTORS: 7.0 *EXISTING CIRCUIT HEATING: 3.9 COOLING: KITCHEN: TOTAL: 56-6 FEEDER DEMAND LOAD REMARKS: LARGEST MOTOR: kVA RECEPT LOADS CALCULATE❑ PER NEC 220A 4 125% LARGEST MOTOR INCLUDED IN _ m............................ _ kVA 46.1 LIGHTING LOADS CALCULATED AT 125% PER NEC 210-19 CALCULATED LOAD PER NEC 220 AMPERES: 192-3 PANEL SCHEDULE PANEL PP-2 FED FROM: DP-1 CKT PH CIRCUIT DESCRIPTION AMPS POLE CONNECTED LOAD IN kVA PER CATEGORY 120/240 VOLTS / LOAD LOCATION 100 AMPS REC LTG EQPT MTR HTG CLG KIT 1 A RECEPTACLE 50 2 6.00 1 -PHASE 3 B 6-00 3 -WIRE 5 A COPPER BUS 7 B 10 kAIC 9 A 11 B MFR: ---------------------- TYPE: SERVICE RATED DOUBLE -LUGS FEED-THRU LUGS TOP -FEED BOTTOM -FEED x x 50A MOB MAIN LUGS ONLY FLOOR-MTD x SURFACE-MTD FLUSH-MTD 200% NEUTRAL x GND BUS ISOLATED NEUT x i IG BUS n[p=(KM)n10 lomllm�H(m PANEL SCHEDULE PANEL DPL2 LOCATION: MAINTENANCE (SOUTH BLDG) FED FROM: DP-1 CKT PH CIRCUIT DESCRIPTION / LOAD LOCATION AMPS POLE CONNECTED LOAD IN kVAPER CATEGORY 120/240 VOLTS 100 AMPS 1 -PHASE 3 -WIRE REC I LTG EQPT MTR HTG CLG KIT 1 3 A B RECEPT - LANDSCAPE* 20 1 1.00 RECEPT - LANDSCAPE* 20 1 1-00 5 7 A B RECEPT - LANDSCAPE* RECEPT - LANDSCAPE* 20 20 1 1 1.00 1.00 COPPER BUS 10 kAIC 9 A RECEPT - MENS* 20 1 0-36 11 13 B A LTG - EXTERIOR BLDG VIA LC-2* LTG - INTERIOR* 15 15 1 1 0.05 0.36 MFR: TYPE: 15 17 19 B A B LTG CONTACTOR LC-2* 20 1 1 1 1 0-50 1 1x SERVICE RATED DOUBLE -LUGS FEED-THRU LUGS SPARE SPARE 20 20 1 1 21 A SPARE 20 1 TOP -FEED 23 25 B A SPARE SPARE 20 20 1 1 x x BOTTOM -FEED 100AMCB 27 B SPARE 20 1 MAIN LUGS ONLY 29 A SPARE 20 1 ............... * EXISTING CIRCUIT x FLOOR-MTD SURFACE -MT❑ FLUSH-MTD 200% NEUTRAL GND BUS ISOLATED NEUT IGBUS x x ...::...:.:: :::: ::::.... :::: :: : . .PANEL 2 A EWM-i-1 A 15 2 0.49 4 B 0.49 6 A EVWhi-1 B* 15 2 0.49 8 B 0.49 CONNECTED LOAD IN kVA RECEPT: 4.5 LIGHTING: ❑A EQUIP: 5.4 10 12 A B H EAT TRACE* RECEPT - V\H-1* 20 20 1 1 0.20 1.67 MOTORS: 7.0 HEATING: 1.9 14 16 A B ERU-1 * HD-1* 15 1 0.97 COOLING: KITCHEN: 20 1 1.61 18 20 A B WATER FEATURE PUMP* (3HP MAX)* 30 2 2-04 TOTAL: 19-3 2.04 FEEDER CONNECTED 22 24 26 28 A B A B --- WATER FEATURE UVSYSTEM* 20 1 0.50 ------------- . LOAD IN kVA .............. - ... - RECEPT: 4.5 LIGHTING: 0A EQUIP: 5A RECEPT -TP-1* 15 1 0-18 ------- 1 1.44 1,44 --------- - ----- ---- ------ - ----- PUMP FM-P1** 20 2 30 A SPARE 20 1 MOTORS: 7.0 * EXISTING CIRCUIT ** REMOVE EXISTING; PROVIDE BREAKER INDICATED HEATING: 1.9 COOLING: KITCHEN: TOTAL: --19.3 FEEDER DEMAND LOAD REMARKS: RECEPT LOADS CALCULATED PER NEC 220.14 LIGHTING LOADS CALCULATED AT 125% PER NEC 210.19 LARGEST MOTOR: kVA 125% LARGEST MOTOR INCLUDE❑ IN CALCULATED LOAD PER NEC 220 kVA 19.4 AMPERES: 80.9 SCHEDULE REMARKS: 10 CABLES NOTED MAY BE USED ONLY WHEN ALLOWED BY CODE AND PROJECT SPECIFICATIONS. 20 NOT USED. 30 REFER TO MCC AND PANEL SCHEDULES FOR FEEDER SIZES TO EQUIPMENT NOTED WITH THIS TAG. "MET"=EMT, GRC (RIGID), RAC, OR PVC COATED GRC TYPE CONDUITS. "RNC"=PVC 40, PVC 80 OR FIBGERGLASS TYPE CONDUITS ROUTED UNDERGROUND. REFER TO SIZING ON DRAWINGS IF "RNC" CONDUITS ARE ROUTED ABOVEGROUND. CONDUIT SIZES NOTED ON SINGLE -LINE DIAGRAM OR ON PLANS SUPERSEDE SIZES NOTED ABOVE IF LARGER. 50 PROVIDE GROUND WIRE NOTED BELOW IN ALL FEEDERS AND BRANCH CIRCUITS. MINIMUM GROUNDING SHALL BE PER CODE. SERVICE PANEL 'DPL1' (E) 225A - 120/240V, 1 P, 3W, 22kAIC SERVICE ENTRANCE RATED ')100/2 G EXISTI PEDESTAL PP-1 *) 50/2 PAD MTD. UTILITY CO. � XF�MMRR ICI EXISTING 1) 225/2 o) 20/1 �� 20/1 0) 20/1 t 1 t 20/1 20/1 0) 20/1 30.2 WEST TO GAZEBO TO NORTH RGOLA LIGHTS; RECEPT :;HTS; CIRCUIT #25 BOLLARD; ,UIT #21 CIRCUIT #22 TO WEST TO GAZEBO TO SOUTH PERGOLA RECEPT; RECEPT RECEPT CIRCUIT #27 BOLLARD; BOLLARDS; CIRCUIT #22 CIRCUIT #23 NOTE: EXISTING PANELS; SEE PANEL SCHEDULE FOR ADDED CIRCUIT(S) CONNECTIONS AND CIRCUIT BREAKER CHANGES. EXISTING SERVICE PANEL'DPL2' (E) 100A - 120/240V, 1 P, 3W, 22kAIC 100/2 SERVICE ENTRANCE RATED PUMP FM-P1; CIRCUIT 26,28 (PROVIDE PUMP CONTROLLER AS SPECIFIED IN OTHER DIVISIONS. SINGLE LINE WIRING DIAGRAM COPPER FEEDER SCHEDULE FEEDER TAG CONDUITS CD(@ CONDUCTORS PER SET REMARKS MET SETS RNC PHASE/NEUTRAL GROUND 50 125.4 1.50" 1 2.00" 4 #1 #6 - 125.3 1.25" 1 2.00" 3 #1 #6 - 110.4K 1.50" 1 2.00" 3 #2, 1 #2/0 -N- #6 - 110.4 1.25" 1 2.00" 4 #2 #6 - 110.3 1.25" 1 2.00" 3 #2 #6 - 100.4 1.25" 1 2.00" 4 #2 #8 - 100.3 1.25" 1 2.00" 3 #2 #8 - 90.4 1.25" 1 2.00" 4 #4 #8 - 90.3 1.00" 1 1.50" 3 #4 #8 - 80.4 1.25" 1 1.50" 4 #4 #8 - 80.3 1.00" 1 1.50" 3 #4 #8 - 70.4 1.25" 1 2.00" 4 #4 #8 - 70.3 1.00" 1 1.50" 3 #4 #8 - 60.4 1.00" 1 1.50" 4 #6 #10 - 60.3 0.75" 1 1.50" 3 #6, #10 - 50.4K 1.00" 1 1.50" 3 #8, 1 #4 -N- #10 - 50.4 1.00" 1 1.50" 4 #8 #10 - 50.3 0.75" 1 1.50" 3 #8 #10 - 40.4 0.75" 1 1.00" 4 #8 #10 - 40.3 0.75" 1 1.00" 3 #8 #10 - 30.4 0.75" 1 1.00" 4 #10 #10 - 30.2 0.75" 1 1.00" 2 #10 #10 - 20.4 0.75" 1 1.00" 4 #12 #12 - 20.3 0.75" 1 1.00" 3 #12 #12 - 15.4 0.75" 1 1.00" 4 #12 #12 - 15.3 0.75" 1 1.00" 3 #12 #12 1 - 20/1 G 20.2 PUMP CONTROL; CIRCUIT 30 FEEDER SCHEDULE NOTES: A. CONDUCTORS AND CONDUITS SHOWN IN THIS SCHEDULE ARE BASED ON COPPER CONDUCTORS WITH THHN/THWN INSULATION. THIS NOTE INDICATES THAT CONDUIT (LISTED IN SCHEDULE) IS SIZED BASED ON TYPE THHN/THWN WIRE. USE WIRE TYPES AS SPECIFIED IN SECTION 16120 OR AS NOTED ELSEWHERE IN THE CONTRACT DOCUMENTS. B. PROVIDE NOTED SIZE GROUND CONDUCTOR IN EACH CONDUIT OF FEEDERS CONSISTING OF MULTIPLE SETS OF CONDUCTORS. C. NOT ALL FEEDERS ARE NECESSARILY USED ON THIS PROJECT. D. NOMINAL AMPACITIES GREATER THAN 100 AMPS ARE FOR 75"C TERMINATIONS. E. ON FEEDERS SHOWN WITH A ".6" SUFFIX, PROVIDE SIX PHASE CONDUCTORS AND ONE GROUND WIRE IN CODE SIZED CONDUIT. INCLUDE 80% DERATING FACTOR ON PHASE CONDUCTOR SIZE. F. CONDUIT SIZES AND QUANTITIES ON PLANS TAKE PRECEDENCE OVER THOSE SHOWN IN SCHEDULE. PROVIDE CONDUITS INDICATED IN SCHEDULE FOR FEEDERS NOT SHOWN ON PLANS. G. PROVIDE CIRCUIT CONDUCTORS AND RACEWAYS FROM PANELBOARD TO EQUIPMENT WHERE FEEDER TAGS ARE SHOWN ADJACENT TO PANEL SCHEDULES. SEE PLANS FOR EQUIPMENT LOCATIONS. H. PROVIDE POINT BY POINT CIRCUIT CONDUCTORS AND RACEWAYS AS SHOWN IN BLOCK DIAGRAM(S). R-406946 (y) 0) W N 0 0 0) o° 04 ,tom. io 0 o ,ga G.� O MATCHLINE E-4 _aT_ __T'' ­5 ELECTRICAL PLAN - NORTH a 0. 101 20' 'w. E-3 NORTH SCALE n[F=6S�QMP [@M%m�ma RECEPTACLE \ \ \ 9 BOLLARD Q \\ \\ -7 (SOUTH) \ \ \ Is GENERAL NOTES 1. REFER TO CIVIL DRAWINGS FOR FINISHED GRADES. 2. REFER TO CIVIL, ARCHITECTURAL, AND LANDSCAPE DRAWINGS, FOR EXACT PLACEMENT OF LIGHTING FIXTURES AND ELECTRICAL OUTLETS. SHEET NOTES 1. DEMOLISH (E) 2" UNDERGROUND CONDUIT WITH 12PR FIBER & (2) CAT 5E CABLES. 2. DEMOLISH (E) 2" UNDERGROUND CONDUIT WITH 2#8 CCTV & 4#8, #8G POWER. 3. DEMOLISH (E) UNDERGROUND JUNCTION BOX. 4. REMOVE AND SALVAGE (E) POLE MOUNTED LUMINAIRE. REMOVE CONCRETE POLE BASE. SEE DEMOLITION DRAWINGS. 5. PROVIDE CONCRETE POLE BASE (ELEVATION AS INDICATED ON CIVIL DRAWINGS); INSTALL SALVAGED POLE MOUNTED LUMINAIRES REMOVED UNDER NOTE 4 (ABOVE). 6. INTERCEPT (E) 2" UNDERGROUND CONDUIT AT LOCATION SHOWN. ROUTE 2"C FROM INTERCEPT TO PULLBOX AT LIGHT POLE P9 (CP3) AS SHOWN. INSTALL 12PR FIBER AND (2) CAT 5E CABLES BETWEEN JUNCTION BOX JB-T AND CP2. 7. PROVIDE 2"C, WITH 2#8 CCTV & 4#8, #8 POWER. COORDINATE WITH CITY OF RENTON IT DEPARTMENT FOR CCTV INSTALLATION. PROVIDE CCTV SYSTEM COMPONENTS PER CITY OF RENTON STANDARDS. 8. PROVIDE (1) 2"C; SEE WIRING DIAGRAMS FOR CONDUCTORS. 9. PROVIDE (2) 2"C; SEE WIRING DIAGRAMS FOR CONDUCTORS. 10. PROVIDE (3) 2"C; SEE WIRING DIAGRAMS FOR CONDUCTORS. 11. STUB (1) 2"C INTO PLANTING AREA. EXTEND 18" BEYOND EDGE OF CONCRETE WALK. 12. PROVIDE DECORATIVE POLE BASE; SEE LUMINAIRE SCHEDULE TYPE P(B). 13. INTERCEPT EXISTING UNDERGROUND CONDUIT STUB -OUTS FROM PANEL DPL1. 14. PROVIDE (1) 1 "C; SEE WIRING DIAGRAMS FOR CONDUCTORS. 15. VERIFY EXACT PLACEMENT OF RECEPTACLE BOLLARD PRIOR TO ROUGH -IN. SEE LANDSCAPE PLANS. BK LIGHTING #RB-18-RE1-BLP-PP (WITH GFCI OUTLET) OR APPROVED EQUAL. 16. CONNECT RACEWAY TO EXISTING UNDERGROUND J-BOX. GROUT/SEAL PENETRATION. SEE WIRING DIAGRAMS FOR CONDUCTORS. 17. PROVIDE (1) 1 "C, 3 #10, FROM EXISTING UNDERGROUND JUNCTION BOX TO EAST STAIRS. CONNECT TO EXISTING LIGHTING CIRCUIT USING WET LABEL SPLICE KIT. 18. EXISTING JUNCTION BOXES TO REMAIN. 19. EXACT LOCATION OF PEDESTAL SHALL AS SHOWN ON LANDSCAPE PLANS. R-406947 m(y) 0) co N 0 0 0) A u V1 Q0 0 11 i 0 11 G W MATCHLINE E- 7" n[pKMMID [@M]L%M�H(m 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER - O POWER iiik N61NEE RS, INC, LLICIRICAL LN;1Ni PING FOR COASTAL & WAILRFRON1 IAr_ILIIEE5 ELECTRICAL PLAN - SOUTH GN s 0' 10, 20' 40' NORTH SCALE P_ / / 4 216 GENERAL NOTES pro 1. REFER TO CIVIL DRAWINGS FOR FINISHED GRADES. 1 2. REFER TO CIVIL, ARCHITECTURAL, AND LANDSCAPE DRAWINGS, FOR EXACT PLACEMENT OF LIGHTING FIXTURES AND ELECTRICAL OUTLETS. SHEET NOTES 0 1. EXTEND RACEWAY AND CIRCUIT CONDUCTORS TO EXISTING UNDERGROUND J—BOX. GROUT/SEAL CONDUIT PENETRATIONS SPLICE CONDUCTORS FROM POLE MOUNTED LUMINAIRE INTO EXISTING CIRCUIT USING WET LABEL SPLICE KIT. 2. PROVIDE POLE, BASE, AND JUNCTION BOX; SEE LUMINIARE SCHEDULE. 3. EXTEND RACEWAY TO EXISTING UNDERGROUND J—BOX. GROUT/SEAL CONDUIT PENETRATIONS. 4. PROVIDE 2"C, WITH 4#8, #8 POWER. 5. PROVIDE 2"CO WITH PULL STRING. 6. PROVIDE DECORATIVE POLE BASE; SEE LUMINAIRE SCHEDULE TYPE P(B). LUMINAIRES ARE EXISTING AND ARE TO REMAIN IN PLACE. LUMINAIRE SCHEDULE Nominal Color/ Driver/Pwr Controls Type Location Description Mounting Description Voltage Wattage Lamp Type Fixture Finish Notes Height Temperature Supply Description CONNECTVIA BEGA 33 590- EXTERIOR MOUNTED DIRECT/INDIRECT LED WALLSCONCE; DIE CAST LED; 309 EXISTING MARINE GRADE A360.OALUMINUM HOUSING & MOUNTING PLATE, CLEAR STEP LW 5.125" PERGOLA See Architectural Dwgs 120-277 6.4/&3 LUMENS, White/4000k BLACK FINISH LIGHTING TEMPERED GLASS DIFFUSERS, ANODIZED ALUMINUM REFLECTORS, WET LABEL, DIMMING CR180;CCT40K CONTROLLER LC- IP64 REATED. 1; RELAY L6 CONNECTVIA BEGA 24 582 - EXTERIOR MOUNTED DIRECT(ONLY) LED WALL SCONCE; DIE CAST LED; 1581 EXISTING MARINE GRADE A360.0 ALUMIN UM HOUSING & MOUNTING PLATE, CLEAR STEP LWD 5.125" GAZEBO See Architectural Dwgs 120-277 33 LUMENS, White/4000k BLACK FINISH LIGHTING TEMPERED GLASS DIFFUSERS, ANODIZED ALUMINUM REFLECTORS, WET LABEL, DIMMING CR180;CCT40K CONTROLLER LC- IP64 REATED. 1; RELAY L7 CONNECTVIA BEGA 33 592- EXTERIOR MOUNTED DIRECT/INDIRECT LED WALL SCONCE; DIE CAST LED; 1534 EXISTING MARINE GRADE A360.0 ALUMI N UM HOUSING & MOUNTING PLATE, CLEAR STEP LWUD 5.125" GAZEBO See Architectural Dwgs 120-277 16.5 LUMENS, White/4000k BLACK FINISH LIGHTING TEMPERED GLASS DIFFUSERS, ANODIZED ALUMINUM REFLECTORS, WET LABEL, DIMMING CR180;CCT40K CONTROLLER LC- IP64 REATED. 1; RELAY L7 DECORATIVE PEDESTRIAN LUMINAIRE POLE PER CITY OF RENTON (COR) CONTROL WITH PARK PATHWAY ( POLE Shaft foundation per COR 0-10V P NA STANDARD PLAN 117.4. OPTIONAL FEATURES AND FINISHES TO EXISTING PARK 120-277 60 S-II-FC White/4000k BLACK FINISH (E) PATHWAY MOUNTED LUMINAIRES) Standard Plan 117.5 DIMMING POLE MOUNTED LUMINAIRES (WI TH0UTCAMERAS). LIGHTS DECORATIVE PEDESTRIAN LUMINAIRE POLE BASE PER CITY OF RENTON (COR) PARK PATHWAY (POLE Mount to existing pole bases STANDARD PLAN 117.4. PROVIDE AND INSTALL VISCO #OCT6 BASE; ASTM 356, P{B) NA MOUNTED LUMINAIRES); NA NA NA NA BLACK FINISH NA NA perCOR Standard Plan 117.5 SPLIT CAST ALUMINUM BASE WITH REMOVABLE ACCESS DOOR. MATCH FINISH OF DECORATIVE BASES ONLY. EXISTING LUMINAIRES, SISTEMALUX NAN ELEQ ROUND RECESSED WALL LUMINAIRE S.3354N. CONTROL WITH 5 NA STEP LIGHTS See Landscape Dwgs POLYCARBONATE BODY WITH STAINLESS STEEL TRIM. OPAL PDLYCARBDNATE 120-277 1.25 LED; CR190 White/4000k STAINLESS TRIM RING OUTDOOR (f) PATHWAY DIFFUSER. CONCRETE WALL BACK BOX CAS3254. REMOTE POWER SUPPLY 4545- 75W LIGHTS 0024-075-UNV-ND (INJUNCTION BOX HH-1; SEE DETAIL 1, SHEETE-6). CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 1 104/07/211SURVEYM. RECORD DRAWINGS 1 104/16/211DESIoNm: THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DMWN: OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN ClEa®: INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. NO. I REVISION BY DATE I APPR APPROVED: AS NOTED ONE NCH AT FULL SCALE F NOT ONE NCI SCALE ACCORDINGLY WRQO�NrAU HAD 1 I9M/11M DATUM CITY OF RENTON Community Services Dept. SUNSET NEIGHBORHOOD PARK PHASE 2 ELECTRICAL PLAN - SOUTH I: �•••M:� s/27/201 FFIDBOOK: War D 0-0 NO: E-4 SHEEP. 4 8 OF 7 7 0� 0 0 M VA V1 Q0 0 11 i 0 11 0 Ld 1.4 1.1 I 1.2 1.3 I I I � I -III_II�III-III, SEE SITE PLAN I I I I •' CONT. I .� III III III II I Ali I �I 1► II�O 1.5 N�LW DPL1-21 LW LW g DPL1-21 DPL1-21 L-7 ENLARGED PLAN - PERGOLA / �SEE SITE PLAN FOR CONT. / 3/4"C PVC TYP UON 0' 2' 4' 8' NORTH SCALE 3 4"C PVC i� ---------t---- TP UON LWUD LWUD / DPL1-25 DPL1-25 �\ / / \ LWUD --- \ — �/ DPL1-25 LWUD DPL1-25 1 SEE SITE PLAN I 1 FOR CONT. I I LWD I 1 DPL1 —25 I I LWUD I DPL1-25 I DUPLEX 120V 20A GFCI DPL1-127 — _ I DPL1-27 RECEPTACLE (BOX CAST INTO — LWUD -- — — — — --- -- _ CONCRETE WALL). PROVIDE DPL1-25 I I CAST ALUMINUM WP IN —USE) � ' COVER AND CAST BACKBOX. E ��_ ___ -- _ -- — LWUD VERIFY MOUNTING HEIGHT DPL1-25 PRIOR TO ROUGH —IN. LOCATE 1 I RECEPTACLE IN EXPOSED 121ph 1 FACE OF CONCRETE. CENTER (4) 3/4"C PVC �� I I / // RECEPTACLE VERTICALLY. TYP UON \ � I / LWUD TYPICAL OF 2. \\ I I // LWUD / A•2 — � _ Lwub7 DPL1-25 DPL1-25 DPL1-25� — — — _ LWUD —�— — �\ \ I DPL1-25 — - i ENLARGED PLAN -GAZEBO 01 n[pKMMID lomllm�H(m NORTH SCALE NORTH 0' 2' 4' SCALE 0 NORTH L O C8 I o �¢ X X uC7C� ~ O O � �m WH w 1 m � CD u PANEL � m DPL-1 WK 'on� PANEL x 0 J 'DLP1' 0 on a o N one 2i �n—J_— ERU I c° o on J p X 0 m 2 0� p 0CT EL J X J 0 ill TP N i � � 1 J 0 WH D 2 Z 1 I Y J o WH c 2BLL o� STORAGE/RR BLDG (NORTH' STORAGE/RR BLDG (SOUTH 0' 2' 4' 8' SCALE R-406949 1 M 6) 00 N 0 0 6) N U V1 0 11 i 0 11 0i Ld 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER IHIRREOR POWER ENGINEERS, ;ii INC- fIFURICAL ENGINEERING FOR COASTAL & WATERFRONT FAClUTIES SEE LANDSCAPE DETAILS FOR EXACT PLACEMENT OF TYPE 'S' LUMINAIRES. S S S S i"C, WITH LOW VOLTAGE TO LED DRIVER IN J-BOX. TYP TYPE 'S' LUMINAIRES. HH-1 WSDOT TYPE 1 WET LABEL LED I N/ a GROUN (TYP) CONTRACTOR AS-BUILTS PROVIDED BY TERRADYNAMICS INC 04/07/21 RECORD DRAWINGS 04/16/21 THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED OR VERIFlED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. NO. REVISION 36" ENLARGED PLAN - EAST STAIRS 28"x8" CONDUIT ACCESS HOLE PRECAST CONCRETE EQUIPMENT PAD CONDUIT (TYP) PEDESTAL PP-2 NOT TO SCALE BY I DATE I APPR I ' AS NOTED ONE NCH AT FULL SCALE F NOT ONE NCH SCALE AACORONOLY vERVICAL: NAw 1 HOREMAL* N1D 1953 1991 DATUM 12" 24" MIN CITY OF RENTON Community Services Dept. 3" MIN limLAu ,I J-BOX WITH DRIVER. 0' 2' 4' S. NORTH SCALE 36" TOP TO MATCH ADJACENT (2-DUCTS) MATERIALS 8" (1-DUCT) FINISHED GRADE 1III COMPACTED SELECT BACKFILL PLASTIC, MAGNETIC 3" WIDE DETECTABLE TAPE 2" 2" 2" TYP TYP TYP COMPACTED BEDDING AND PIPE 0-0-1I. . � � ZONE MATERIAL CONDUIT TYPICAL DUCT BANK DETAIL NOT TO SCALE SUNSET NEIGHBORHOOD PARK PHASE 2 ELECTRICAL DETAILS R-406950 08/27/201 FIELDBOM War- DROM NO. E-6 SHEEN: 5 0 OF 7 7 0) 00 N 0 0 0) A' u C PZ ��P ° d Tcd P. ° _�_—.� a 4 ° a CT— ° a a d 4 ° 4:-ia t \` _ @T� \ BENCH M RK »A" P) CHISELED SQUARE IN TB/ ELEV = 340.23' 5-PS I Q NE 10TH STREET Q� d ° . m /lam' a. d i'_ �" "-.= PGJ PGJ _ .. d ° r a "a d °" \ � a ° G, � 4-PS ASPH BENCHMARK �— — A) :D SQUARE IN BC —i/V WM rf vvv —1 — • \ (L (\) �� ELEV = 6.46' i — d. ❑" \ \ l 3 : d v'v v vvv vv"v v:dv"v d" ° + + + + a` ° ° O d� d a d a e a \ c \. \ d° .a d a � � "" a + + + + 4 . " / �Q �CbP a7Pvv°v v. vPPvvva 4 ° ° 4" \ + +® vvvvvvvd"vV'v bv"vvda v + ++ + + ° + + +fl v v P v v v P P"vvv /� d + Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +v�.PPP.P �.N�PPP4PPP PP � I + bv.v�vdv v.vdvv"vvv:vv v + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +iy + + + "v vv vd°v vv.Vvv'qd7vvv + ♦ avv vPVPvv.vvv"v.v + � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a mod\ I /+ + vvv8"v v°a.vvvvv + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + d ° O Gj P P P v" P P P p. P a . ' . 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L d, ALIGN 6 CONC CURB TO EX CONC CURB (NO r + +�+ + + +� P P + +L + 1 _._..._._.... _. + d vvv d. + + PPP + + .+ + ° ► f:_::::::::: + + ° „_ ; "e �� a SHOWN @ PATH CONNECTIONS, TYP; REMOVE PPP \� TRASH RECEPTACLE PAD — Cr,3--)_ PP++ + °°° + + + + _ _ _::.....: HEADER & ENSURE FLUSH & SMOOTH TRANSITION + + + + vvv + + + + 13)+ + 4 + vvvvvvvJly + d ° \a ° ."°" °" ° v vvvv d a eda ..n + + + \+ PPP + + + + + + +, ° PPPPP P + + . .: rrr::r:' MATCH LINE - SEE L-2 20' 40' NOTE: 1. SEE DRAWING L-2 FOR URBAN DESIGN, LEGEND, NOTES & ABBREVIATIONS. 2. FOR JOINT LAYOUT SEE DRAWINGS L-3, L-5, L-6. n [F= ((� Q) n 10 10 nlm � H (K� 14 PI 77mmmi­�� NORTH SCALE R-40695 m(y) V! 00 N 0 0 m v! u V! Q0 O 11 i O Q Ld I In1 IT r)n1 T- AT nAIKI nAnr-\-KI PERVIOUS CONC PAVING W/ CONIC CURB BOTH SIDES, TYP; SEE CIVIL DWGS 6" CONIC CURB, URBAN DESIGN LEGEND MATCH LINE - SEE L-1 nl7_n\/In1 10 nnNlnnCTC InIKIT URBAN DESIGN NOTES PEDESTRIAN LIGHT PAD X /l� /// my i / PLAY AREA ENLARGEMENT TRAFFIr RF-�FT BENCHMARK "B" CHISELED SQUARE IN NW COR. ELECTRICAL VAULT ELEV.=336.98' URBAN DESIGN ABBREVIATIONS #/N0. NUMBER COMPOSITE 1. ALL CURVED SCORE JOINTS SHALL BE % PERCENT HT HEIGHT INSTALLED W CONTINUOUS RADII PARALLEL TO / & AND ID INSIDE DIAMETER + + + PAVING EDGES. TANGENT LINES ARE @ AT LF LINEAR FEET +++++ PLANTING AREAS; SEE DWGS L-15 THROUGH L-23 UNACCEPTABLE. CENTER LINE MFRS MANUFACTURER'S 2. ALL DIMENSIONS ARE TAKEN AT 90 DEGREE ABBV ABBREVIATIONS MAX MAXIMUM vvvvvvv ANGLES AND FROM EDGE OF PAVING (WHERE ADA AMERICANS WITH MIN MINIMUM vvvvvv PERVIOUS CONCRETE; SEE DETAIL 1 ON DWG C-6 APPLICABLE) UNLESS OTHERWISE NOTED. DISABILITIES ACT MTG MOUNTING 3. FOR JOINT LAYOUTS, SEE DRAWINGS L-3, L-5, ALT ALTERNATE NIC NOT IN CONTRACT L-6. APPROX APPROXIMATE NPT NATIONAL PIPE THREAD SAFETY SURFACING; SEE DETAIL 5 ON DWG L-7 ARCH ARCHITECTURE NTS NOT TO SCALE COR CITY OF RENTON OC ON CENTER CLR CLEAR OD OUTSIDE DIAMETER 6" CONCRETE CURB; SEE DWG C-6 CONIC CONCRETE PREP PREPARATION CONST CONSTRUCTION POB POINT OF BEGINNING - - - EX & NEW PERVIOUS PATH CONNECTION, TYP CF CUBIC FEET QTY QUANTITY CSBC CRUSHED SURFACING R RADIUS SCORE JOINT, TYP BASE COURSE REP REPRESENTATIVE DIA DIAMETER SCH SCHEDULE DTL DETAIL SPECS SPECIFICATIONS ® DETECTABLE WARNING STRIP ELEC ELECTRIC SQ SQUARE DWG/S DRAWING/S SS STAINLESS STEEL BENCH, TYP EA EACH STD STANDARD EQ EQUAL SYM SYMBOL 0 TRASH RECEPTACLE, TYP EQUIV EQUIVALENT TBD TO BE DECIDED o' �o' 20' ao' EX EXISTING TYP TYPICAL FT FOOT W/ WITH Oro, PEDESTRIAN LIGHT, TYP HDPC HIGH DENSITY PAPER NORTH SCALE DETAIL IDENTIFICATION SHEET IDENTIFICATION nlF=(D:0)nl0 lonlm�H(K_� CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 0F WASy/ ---- B.Vo�, ti� R-406952 - Al ( CONTRACTOR AS-BUILTS PROVIDED BY TERRADYNAMICS INC 04/07/21 DATE:CO SURVEYED: SCALE: VERTICAL: NAVD 198e 08/27/2019 a RECORD DRAWINGS 1 104/16/211DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 CITY O FIELDBOOK: H B• Q THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE D. KOONTS RENTON SUNSET NEIGHBORHOOD PARK CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: ONE INCH : PAGE: OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS M. OVIIR/C. DIGGINS PHASE 2 V DRAWING N0: NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN DATUM CHECKED: AT FULL SCALE Community Services Dept. URBAN DESIGN PLAN - SOUTH, LEGEND, L-2 LANDSCAPE ARCHITECTURE (9g7 Cl� INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. A. LUOMA IF NOT ONE INCH 215 WESTLAKE AVENUE NORTH 2O6.682.3051 phone O EXP• SCALE ACCORDINGLY SEATTLE, WA 98109 206.682.3245 fax 4gNDSCAPE P NO. REVISION BY DATE I APPR APPROVED. KOONTS NOTES & ABBREVIATIONS SHEET: 52 oF: 0� 00 N O O 0) u 0) 0 0 Iq 0 Ld RECEPTACLE BOLLARD 9 ° ° EDGE OF EX PERVIOUS PAVING WITH ALIGN WITH 2 SIDES OF PLANTER L-7 + WALL; TOP OF FOOTING FLUSH CURB (CURB NOT SHOWN), TYP WITH TOP OF PLANTER WALL ° ° 5 PLANTER WALL, TYP L-9 PLANTER WALL 5 L_g ° ° 4 KOMPAN SIGN + L-11 SWING SET + 5 TRASH RECEPTACLE STORY MAKERS PLAY STRUCTURE `� PAD - E PICNIC TABLE & UMBRELLA SCHEDULE PICNIC TABLE UMBRELLA OPTION SEAT & QTY ID (# OF SEATS) TABLETOP SUPPORT COLOR COLOR 2 A 3 PERFORATED 2 B 5 STAINLESS BRONZE STEEL STEEL 4 C 6 + ° / -- + + � + 1 g, 72) 8, 1 1 „ ` rl-"� STAIR DETAIL, TYP ` � � � + - 2' -1 1 „ -14 POB FOR 2'X2' SCORING GRID co 40'-0" �I 3'-0" MOW STRIP 6 I /4'-6" + + N 3'-0" of L-7 I 3 PICNIC TABLE, TYP 27 -g + + 2'-11" CO -0� ++++ + - ° 5' g„ 0ll <1 1 SCORE JOINT, TYP o I \ �, ,� + + N i 17,_3„ 23'-11 „�� / o + �,n A ° POB FOR �� ^I PICNIC TABLE 00 ° POB FOR AGES 2-5 \ N 0-) & TRASH C 6 TRASH RECEPTACLE PAD - F PLAY EQUIPMENT 13 -9 o I I I C + RECEPTACLE B L-13 LAYOUT, TYP N :°.: a �'� N rn o + LAYOUT i + CONC FOOTING, TYP a Q �' N I i� ++ /4„ o ;N A n + + POB FOR �\ PLANTER WALL MEETS TOP OF PLAZA PAVING \ o0 30'_8" ( ' I +++++- FITNESS ++++++_ EQUIPMENT ABAKUS ��� ry �/ C 2 CONCRETE BROOM FINISH �� �� / + + + LAYOUT + + + + + + ++++++ + L-7 DIRECTION AS SHOWN _ + + + + + ... BERLINER SIGN 3 L-11 HELIX TOWER SLOT DRAIN ALONG--,,, PERIMETER, SEE CIVIL DWGS PLAY AREA E N LARG nlo lonlm�H(K� + + + + zI ° i + + + + + $ . °+ 5' 1-0 + + + + B ++++++++ 3 EXPANSION JOINT, TYP o 50'-2" 6'-11" ` + + o- + + + = 5'—0" \ + + + 26,_5„ + ro FITNESS AREA - STEPPER 29,_g„ �I I �_ / +++ I +++ II 9 -g + t + + / 8 FITNESS AREA - ULTRA BAR* 13 -g L-1 39 -11 / - 1�19,_8„ ++_ + I� + + + +Ln / + + 2 FITNESS AREA - SIGN �� I `� _I oo I �'��1 22'-10" +c L-1 �Ln.. I 1� N � 10 -2 /l + + o rn co 10,_2„ ii 12'-10„+ 4 FITNESS AREA - SIT UP // �\ `� 1 + + / i + + + I o // ��) \ 22'-6" + + + + I 3 FITNESS AREA - STRETCH \ L-12 // � 51,_37 ^I \ /,-+T++++ + + + + r7-" FITNESS AREA - HAND CYCLE* �/ + + ++++++ 3 -1 1 �� ji � O vvv + + + + + vv vvv / + + + vvvv \� .vvvvv �\ � + + + + vvvvvv 5 FITNESS AREA - COMBI UNIT ° ° vvvvvvvv v vvv°°°° :vvvvvv � \ + + + + + vvvvvvvv vvvvv _12 a + + + + + + vvvvvvvvvvvvvv vv' I I + + + + + + + vv vvvvvvvvvvvv 4 vv vvvvvvvvvv 00 vv vvvv v - vv vvv + + + + + + + + v vvv v vvvvvvv v- v vvv N / v lvvvvc,v- + + + + + + + + vvvvvvv- 5 SAFETY SURFACING TYP + + + + + + + vvvvvvv �vvvv� � / + + + + + + + vvvvvv v- + + + + + + + vvvvv / + + + + + + + vvvvv / + + + + + + + vvvv v 4 TRASH RECEPTACLE PAD - D 15' -9" vvvv / vvv L-13 / + / + + + + + + + vvv - + NOTES: ° o // ++++++++++++++�� 1. INSTALL PLAY EQUIPMENT, FITNESS EQUIPMENT & PICNIC TABLES PER MFRS RECOMMENDATIONS. °. a I I // + 2. ENSURE SMOOTH FLUSH SURFACE AT ALL PAVING TRANSITIONS. d, / + + + + + + + 3. UMBRELLAS TO BE ORIENTED PER FIELD DIRECTIVE BY OR. ° ° /�__ ++++++++++++++++ *4. FITNESS EQUIPMENT HAND CYCLE & ULTRA BAR ARE DESIGNED FOR SPECIAL NEEDS. / + 5. ALL DIMENSIONS FOR PLAY & FITNESS EQUIPMENT LAYOUT ARE SHOWN TO CENER OF FOOTING. + + 6. ALL DIMENSIONS FOR PICNIC TABLE & TRASH RECEPTACLE LAYOUT ARE SHOWN TO CENTER OF + + + + + + + + + TABLE OR RECEPTACLE. + + + + + + + + + 1 SAFETY SURFACING EQUIPMENT &SCOR SCORING PLAN POBFOR AGESPLAY ° +++++++++++++ LAYOUT PLAN L-4 PATTERN � + o' 5' 10' 20' EQUIPMENT LAYOUT o' 5' 10' 20' NEPTUN NET 7m%=mr= 6 7m%==7= EMENT NORTH SCALE NORTH SCALE R-406953 m 0) 00 CAI 0 0 0) An u SURFACING 3, TYP COLOR 1: 70% TERRACOTTA 30% EGG SHELL COLOR 2: 100% TERRACOTTA COLOR 3: 50% TERRACOTTA 50% BLACK SAFETY SURFACING PATTERN 1 1 lllllll� lig ill! ��� 11 �l 000126001111111111111111 MONSOON NOTES: 1. ALL CURVED LINES BETWEEN COLORS SHALL BE INSTALLED WITH CONTINUOUS RADII. 2. THE TOP OF SAFETY SURFACING BETWEEN COLORS SHALL BE FLUSH & CONTINUOUS TO EACH OTHER. R-406954 I • • u PICNIC TABLE SCHEDULE PICNIC TABLE OPTION SEAT & QTY ID (# OF SEATS) TABLETOP SUPPORT COLOR 2 E 3 PERFORATED 2 F 5 STAINLESS STEEL BRONZE 1 G 6 8 PERVIOUS CONCRETE JOINT, TYP 3 PICNIC TABLE, TYP �L-7 L-8 CONC CURB, TYP; SEE CIVIL DWGS PICNIC GAZEBO COLUMN POST & FOOTING, SEE ARCH DWGS VERTICAL SURFACE AND ° ° ° ° ° ° 6 MOW STRIP 2 CONCRETE BROOM FINISH, v vvv v'v v v TOP OF CONC GAZEBO °°°°°°°°°°°� L- 7 vvvv ° vvvv° ° • L-7 DIRECTION AS SHOWN vvvv°°°°°°°` �°°°°°° vvvv°°° RETAINING WALL TO ° °°°°° °°°°°°°°°y vvvv°°° °°°°°°°°°y ,vvvvv vvvvvvvvvv v ,vvvvvvv vvvvvvvvvvvv. RECEIVE LIGHT SANDBLAST FINISH AND jvvvv vv vvvvvv vvv vvvv ° vvvv vvvvvvvvvv vvvv vvvv7v7vvvvvv� vv vvvvvvvvvvv vvvvvvvv vvv + + vvvvvvvvvv vvvvvvvv vvvvv POB FOR 4'X4' SCORING LAYOUT OF FURNISHINGS GRID WITH AT CENTER POINT OF PLAZA CIRCLE; CONFIRM ' OWNERS REP PRIOR TO INSTALLATION vvvvvvv vvvvvvvvvvvvvvv o000 0000v00000v00000vvvv� � vv vvvvvvvvvvvvvvvvvvvv vvv + + + vvvvvvvvvvvvvvvvvvvv vvvvvv POB FOR PICNIC TABLE LAYOUT ANTI -GRAFFITI COATING + + + vvvvv vvv vvvvvvvv vvvvvvvv + + + + + + vvv v v v v v v v v v v v v v v v v v v v v v vvvv. + + + + + + vvvvvv vv °v°v°v°v°v°v°v v° °v°v°vvvvvv vv °v°v°v ° v°v°v v 2 TRASH RECEPTACLE PAD - B v vv + + + + + + + + vvvvvvvv vvvvvvv vvvv vvv vv v�vvv� . vvvvvvv vvvvvvv vvvv vvv vvvvvvvvvvvvv L-13 ROOF LINE ABOVE °°°°°°°°°°°°° °°° (ABOVE), TYP v°°°v v°v°v°v°°° °°vvvvvvvv vvvvvv vvvv°v°v°v°v°v°° v vvvvvvv• vvvvvvvv—.. LANDING - . .. .. .. . .. .. EXTEND + vvvvvv JOINTS THROUGH Ow Ma-02 "COLUMN POST BANDS", TYP TRENCH DRA SEE ARCH DWGS RETAINING WALL & — GUARDRAIL, TYP; SEE STRUCTURAL DWGS SPLASH PAD BOLLARD TYP 3 L-14 ORIENT PER OWNER'S REP FIELD DIRECTION, TYP + + + + ° + + + 2'-0", TYP ALONG INSIDE RADIUS + ° ° ° UNLESS OTHERWISE SHOWN ° ° ° vvvvv +++ vvvvvvvvvvv vvvvvvvvvvvv + + v vvvvvvvvvvv vvv vvvvvvvv vvvvv vvvvvv vvvvvv vvvvv vvvvvvvvvvv vvvvvvvv 7vvvvvv vvvvv + vvv + v + 4- LANDING SCORING PATTERN: PROVIDE SCORE JOINTS PERPENDICULAR TO PAVEMENT EDGE: ADJUST WIDTH ALONG OUTSIDE ARC, TYP 0' 4' 8' 16' EQUIPMENT & SCORING PLAN NORTH SCALE GAZEBO AREA ENLARGEMENT I n[rXM)n[o [@H/R�M�H(m R30'-0" R31'-0" CENTER OF PICNIC TABLE, TYP + + + + v v v v v v v v v v v v v v v v v v v v v v v v vv v. + + + + + + °°°°°°°°°°°°°°°°°°°°°°°°°°°° CONFIRM LAYOUT OF FURNISHINGS WITH vvvvvvvvvvvvvv vvvvvvvvvvvvvvv� + + + + + + vvvvvvvvvvvv v8»vvvv vvvvvvvvvvvv , 1'-4" OWNER'S REP PRIOR TO INSTALLATION + + + + + + + + vvvvvvvvv v� 7vvvvvvvvvvvvvvv, vvvv vvvvv vv v v v v v v v v v v v v v v v v v v v v v v v v v v vvvvvv v 0'15'-11" vvvvv 10'-11" 0°7'-7" vvvvvvvvv" + + vvvvvv v' + + + vvvvvvvvvvvv vvv vvvv vvvv vvvvv v + + + + + vvvvvvvvvv vvv vvvvvvvvvv avvv vv + vvvvvvvvvvvvvvvvv vvvv v vvvvv v vvvv vvv v v v v v v v v v v a v vvv v v v v v v v v v v v v v v v, + + + + + o vvvv vvvvv vvvv v vvv vvvvvvvvvvvvvv LANDING + + + + + + vvvvvvvvvvv pia vvvvvvvvvvvvvvvvvv + + + + + + vvv vvv^ vvv vvvv vvvvvvvvvvvvvv + + + + + v N vvvvvvvvvvvvvvvvvvvv vvvvvv vvvvvvvvvvvvvvv I + vvvvvvvvvvvv p O + + + + + . . . OUTER HANDRAIL + I + + '-o + + + + N + + + + + + + \ + + + + + + + + + + + + \ N / + + + + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + +Cp + + + + + + + + +. / JUIN 1, 1 T r T T T T T T T T ° + + + + + + + + + + � + + + + + + + + + + + + vvv + + + + + + + + + + + + + + + + + + + + + + + + + + (+ + + + + + + + vvvvvv + + + + + + + + + + + + + + + + + \ + + + + + + 1 SCORE JOINT, TYP + vvvvvvvv + + + + °°°vvvv°°°° + + + + + + + + + + + + + + + + + + + + + + + + + L-7 + + + vvvvvvvvvvvv vvvv vvvvvvv + + + + + + + + + + + + + + + + + + + + + + + + LANDING POST, TYP + + ° + + + + + + + + + + + + + + + + + + + + + + vvv vvvvvvvv + vvvvv vvvvvvv + + + 5 RAMP Bc HANDRAIL vvvv°° vvvvv vvvvvvvvvvv + + INNN'ER� ���+++++++++ H'A - + + L + + + +++++ + + + LANDING vvvvvvvvv L-8 vvvvvvv + + + + + + + + v -vvvvv + + + + + vvv + + + ° + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LANDING + + + + + + + + + + T + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + 4. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PROVIDE 4 VERTICAL POSTS, EQUALLY + + + + + + SPACED BETWEEN LANDING POSTS, FOR BOTH THE INNER & OUTER HANDRAILS, TYP LAYOUT P LA N LANDING 0' 4' 8' 16' NORTH SCALE R-406955 A u 0) QD 0 11 I 0 11 I 0 uj SEE DTL A/C-7 FOR — TRENCH DRAIN & JOINT ALIGN, TYP 3'-4 POB FOR DECORATIVE MIST FEATURE LAYOUT 4 COLD JOINT, TYP L-7 1 SCORE JOINT, TYP L-7 INTEGRAL COLOR CONCRETE - DAVIS GRAPHITE, TYP —INTEGRAL COLOR DAVIS DAVISHARVESGOCONCRETE CE GOLD, TYP PROVIDE CONTROL JOINT TO MATCH CURVATURE OF ARC, TYP \MALIGN, TYP \� � ALIGN, TYP \\ALIGN, TYPQO E('\ 0 ALIGN, TYP MIST NOZZLE/LIGHT FIXTURE, SEE CIVIL DWGS, TYP EX CONTROL JOINT OR EXPANSION JOINT, TYP TERMINATE DECORATIVE PAVING COLD JOINT AT EX CONTROL JOINT OR EXPANSION \ JOINT, TYP C ALIGN, TYP M/,M T—/1 rl r\T—/�/,M ATI\/T— 4 TRAFFIC SIGN RESET L-8 1 TRASH RECEPTACLE PAD — A —13 NEW PAVING TRANSITION TO EX 000; EDGE OF EX CONIC CURB 00000°°° (NOT SHOWN), TYP �vvvvv ALIGN POWER / PEDESTAL WITH &8'-0" CLR ADJACENT TO EX o o� y vvvvvv vvv v \ ° CONIC CURB vvvvv vvvvvvv \ + vvvvv vv vvvvvvv \ vvv vvvv vvvvvvv v v vvvvvv vvvvvvvv vvvvvvv vvvvvvvvv + vvvvv vv vvvvvvvvvvv + + vvv vvvv vvvvvvvvvvvvvvvvvvv + v vvvvvv vvvvvvvvvvvvvvvvvvvvvv vvvvvvvv vvvvvvvvvv vvvvvvvvvvvvvvvvv + + + + + + °v°v°v°v°v°v°v°v °°v°v°v°v°v°v°v°v°v°v° v °v°v°v°v°v°v°v°v°v°v°v°v°v°v°vv v MEET & MATCH NEW & + + �O + + + + °v°v°v°v°v°v°v ° v°v°v°v°v°v°v°v°v°v°v°vv ° °v°v°v°v°v°v°v°v°v°v°v°v°v°vv ° EX PERVIOUS PAVING + + + + + + + + °°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°° & CONIC CURB vvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvv TYP; + + + + + + vvvvvvvvvv vvvvvvvvvvvvvvv vvv°vvvv° + +/ + + + + + + ; o vvvvvvvvvv vvvvvvvvvvvvvvvv vvvvvvvv + + + ENSURE FLUSH 8c + +1 °°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°°°° + 4 4- SMOOTH TRANSITION + + + + + + + + 000°oo vvvv° o°o o0000000000 000 ° + ALIGN, TYP + + + + + + + vvvvvvvvvvv vvvvv vvvvvvvvvvvvv vv + + + + + + + + vvvv vvvvvvvvvv vvvvvvvv vvvvvvvvvvv + + + + vvvvv vvvvvvvvvvvvvvvvvvvv vvvvv°°vvv 6" CONC CURB , ++++++ ++ vvvvvvv vv vvvvvv vvvvvvv°°°°v vvvvvvv + + + + + TYP; + + + °°°°°°°° °°°° °°°°°°°°°°°°°° °°° SEE CIVIL DWGS vvvvvvvvvv ° vvvvvvvvvvvvvvvvv + + vvvvvvvvvv vvvvvvvvvvvvvvv °°°°°°°°° + + + + °°°°°°°°°° + + + °°°°°°°°°° + + + + + °°°°°°°°° + + v v v v vvvvvv v vvvvvv v8 PERVIOUS CONCRETE JOINT, TYP °°°°°°°° + + + + + + + °°°°°°°° vvvvvv + + + + + + + + vvvvvvv + -vvvv + + + + + + + + vvvv + + + L-7 °°° + + + + + + + + + °°°° + + + + + + + + °°°°°°° + + vvvvvv 0' 2' 4' 8' 0' 2' 4' 8' 0' 4' 8' 1 6' 7m%==:mmmm7 40 7m%==:mmmm7 40 7m%mmr= MATERIALS & EQUIPMENT PLAN NORTH SCALE DECORATIVE PAVING LAYOUT PLAN NORTH SCALE NORTH SCALE DECORATIVE MIST FEATURE ENLARGEMENT cal 2 eusiNas a►Ys BEFORE You ac 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER HBB did w w LANDSCAPE ARCHITECTURE 215 WESTLAKE AVENUE NORTH 2O6.682.3051 phone SEATTLE, WA 98109 206.682.3245 fax OF AS �\ET B. voN O CONTRACTOR AS-BUILTS PROVIDED BY TERRADYNAMICS INC SURVEYED: SCALE: co 04/07/21 RECORD DRAWINGS 1 104/16/211DESIGNED: AS NOTED • Q THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE D. KOONTS U CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: n OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS M. OVIIR/C. DIGGINS ONE INCH NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: AT FULL SCALE INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. A. LUOMA IF NOT ONE INCH Fp S7 EXP. SCALE ACCORDINGLY 4,1 S, P NO. REVISION BY DATE APPR APPROVED: D. KOONTS 2 GLENWOOD ENTRY ENLARGEMENT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Community Services Dept. SUNSET NEIGHBORHOOD PARK PHASE 2 ENLARGEMENTS R-406956 DATE: 08/27/2019 PAGE: DRAWING NO: -6 SHEET: 0F: 5 6 77 (" ) 0) 00 (V 0 0 0) VA 3/4" DEEP "V" 1 /8" RADIUS GROOVE, TYP TOOLED EDGE EA SIDE JOINT, TYP � n v a ° v D / D v 4 v p a 1„ 4 D CONC PAVING, SEE �. r,,T„\ N I CIVIL DWGS, TYP SCORE JOINT NOT TO SCALE MEDIUM BROOM FINISH, SEE PLAN FOR DIRECTION 1 /2" R AT ALL PAVING EDGES UNLESS OTHERWISE INDICATED if 1" LAWN SOD AREASa 3" SHRUB/ C GROUNDCOVER AREAS FINISH GRADE PRIOR - TO PLACING MULCH III III OR SOD SECTION SCORE JOINT L-7 3 EXPANSION JOINT L-7 v v CONC PATHWAY/ SIDEWALK, SEE CIVIL DWGS III III II' COMPACTED BASE MATERIAL, COMPACT TO 95% STANDARD COMPACTION OR AS APPROVED BY ENGINEER, FOR STRUCTURAL FILL 03 CONCRETE BROOM FINISH Arm NOT TO SCALE — ADJACENT PERVIOUS/2" THICK WEAR COURSE LAYER; CONC SIDEWALK OR SPREAD & TROWEL IMMEDIATELY PAVING, SEE PLANS AFTER PRIMER APPLICATION SLOT DRAIN ALONG C PERIMETER, SEE � FLUSH CIVIL DWGS (TRENCH DRAIN TYPE 3) SECTION 1 /8" RADIUS EA SIDE, TYP- MEDIUM BROOM FINISH, SEE PLAN FOR DIRECTION T CONC PATHWAY/SIDEWALK, SEE CIVIL DWGS Q D D a v. v D v p a v" p � p D v a D n v D URETHANE PRIMER; APPLY @ PERIMETER & EQUIPMENT SET IN SAFETY SURFACING H SMOOTTROWEL FINISH � �, RADIUS WHERE CURB IS 3 1 1 /2 FLUSH ADJACENT TO PLANTING FINISH GRADE PRIOR TO ° PLACING MULCH OR SOD LAWN, 3" MULCH AREAS, 2% TYP 1 " SOD LAWN AREAS o o °I " �� . � �� � .. �. POURED IN PLACE o 0 0 0 0 o CONC CURB PROVIDE TWO (2) #4 HORIZ III III III REBAR, EQ SPACED, o 0 0 00 0 0 o CONTINUOUS; W/ #4 VERT REBAR @ 18" OC, TYP; 2" CUSHION LAYER; ALLOW TO 6" 6" 6" CLR ALL SIDES CURE FOR 24 HOURS CRUSHED SURFACING BASE SLOPE SUBBASE 2% MIN TO FRENCH DRAIN COURSE (CSBC), TYP FREE DRAINING CSBC COMPACTED TO 95% MAX DRY DENSITY; INSTALL IN TWO (2) 2" LIFTS COMPACTED BASE MATERIAL, COMPACT TO 95% STANDARD COMPACTION OR AS APPROVED BY ENGINEER, FOR STRUCTURAL FILL � � SAFETY SURFACING vJ NOT TO SCALE SOD LAWN 1" FINISH GRADE PRIOR TO PLACING MULCH OR SOD PLANTING SOIL, TYP #4 HORIZONTAL REBAR CONTINUOUS NOTES: 1) CONTRACTOR SHALL FIELD STAKE LAYOUT FOR CONC MOW STRIP FOR OWNER'S REP REVIEW & APPROVAL PRIOR TO CONSTRUCTION. 2) INSTALL CONC MOW STRIP W/ CONTINUOUS ARCS - NO TANGENTS, UNLESS INDICATED OTHERWISE ON PLANS. 3) PROVIDE SCORE JOINT EVERY 2 FT OC, W/ MIN ONE FT DISTANCE AWAY FROM PAVING EDGE, WHERE THE MOW STRIP END MEETS PAVING. 4) PROVIDE EXPANSION JOINTS EQUALLY SPACED ALONG LENGTH OF MOW STRIPS AT APPROX 18-20 FT OC SPACING. MEDIUM BROOM FINISH F1 1 /2" RADIUS, TYP 1 SCORE JOINT 3" MULCH AREAS L-7 W/ #4 VERTICAL o REBAR @24" OC, MIN a, ��� I o i-C"j X 3 CLR ALL SIDES Q0 CRUSHED SURFACING \ BASE COURSE, Ili l COMPACT TO 95% 6" 12" 3„ STANDARD COMPACTION COMPACTED BASE MATERIAL, SECTION COMPACT TO 95% STANDARD COMPACTION OR AS APPROVED BY MOW STRIP ENGINEER, FOR STRUCTURAL FILL GUl 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ..LAWN .:' PLANTING AREA / SAFETY ;URFACING MEDIUM BROOM FINISH DIRECTION 3/8" EXPANSION JOINT FILLER, INSTALL FULL DEPTH OF CONC & FLUSH TO TOP OF CONC PAVING AS SHOWN, TYP 1 /2" STEEL DOWEL W/ SLEEVE, INSTALL 24" OC, TYP v. I ri, I In v p D Q • v p. a v. D" v p. a p p q D . ip • s -14 . • • •----• ENGINEER, FOR STRUCTURAL FILL EXPANSION JOINT NOT TO SCALE WEDGE ANCHOR BOLT; SS LOCKING WASHER, DIA SIZED BE SIZED TO FIT HOLE IN 1 /8" LARGER THAN CAP HEX NUT MFRS MOUNTING PLATE GASKET, NEOPRENE OR APPROVED EQUAL SITE FURNISHING ° MOUNTING PLATE v ° °. ° ° ° v THICKENED CONC PAVING; MIN 8" HOLE DIA TO BE a °° o 0° a . DEPTH UNLESS EQUAL TO BOLT DIA; ° a o w _ OTHERWISE NOTED HOLE DEPTH TO BE EQ TO FULL LENGTH OF BOLT SECTION ANCHOR BOLT 7 NOT TO SCALE LOCKABLE FLIP COVE WITH CAPTIVE TAMPEI RESISTANT SCREW MACHINED ALUMINUM HOUSING; BLACK WRINKLE FINISH CONC FOOTING, TYP 4" FRONT ELEVATION: LID CLOSED Q0 LO 1 3/4" 4" GFI DUPLEX RECEPTACLE A-NEMA 5/ OPENING FC CORD SETS SIDE ELEVATION: LID CLOSED 9 RECEPTACLE BOLLARD AS F w NOT TO SCALE <<G , \ET B. Vpy/�C �` c CONTRACTOR AS-BUILTS PROVIDED BY TERRADYNAMICS INC 1 104/07/211SURVEYED: RECORD DRAWINGS 1 104/16/211DESIGNED: HB• Q THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE D. KOONTS r CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: U OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS M. OVIIR/C. DIGGINS ��2 ti� ��� NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: LANDSCAPE ARCHITECTURE �'F 8g� � G� INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT. A. LUOMA 215 WESTLAKE AVENUE NORTH 2O6.682.3051 phone O EXP• SEATTLE, WA 98109 206.682.3245 fax �gNDSCAPE P NO. REVISION BY DATE APPR APPROVED. KOONTS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM MEDIUM BROOM 1 /8" RADIUS EA SIDE, TYP FINISH, SEE PLAN FOR DIRECTION COLD JOINT CONC PATHWAY/SIDEWALK, 1 /2" STEEL DOWEL W/ SLEEVE, SEE CIVIL DWGS INSTALL 24" OC, TYP d p v p v p � J v Q � a D v 0 o v p p v LO �o ovovo vovov ovoo oov vo - -1 - 61 " III 61'I 6 2 2 TYP SECTION 6" CSBC COMPACTED BASE MATERIAL, BELOW COMPACT TO 95% STANDARD JOINT COMPACTION OR AS APPROVED BY ENGINEER, FOR STRUCTURAL FILL COLD JOINT 4" Q0 In FRONT ELEVATION: LID OPEN CITY OF RENTON Community Services Dept. NOT TO SCALE NOTE: CUT JOINT; EXTEND 1. DO NOT SAWCUT JOINT TO MEET EDGE PERVIOUS CONC OF BUILDINGS, UTILITY JOINTS. 1 /8 VAULTS, ADJACENT 7� PAVING, WALLS, ETC v p v p v — 4 Q � D p^ p v � � D p 4 v D PERVIOUS CONC PAVING, SECTION SEE CIVIL DWGS Q0 I PERVIOUS CONCRETE JOINT V % NOT TO SCALE 1 3/4" 4 1.3 FLUSH 102' TYP CONC FOOTING RECEPTACLE BOLLARD P LA N FINISH GRADE, TOP OF PAVING OR ADJACENT SOIL, SEE PLANS 0 ATTACH HOUSING, STEEL ° PLATE, METAL BASE, AND PVC HOUSING PER MANUFACTURERS' WRITTEN ° INSTRUCTIONS v CONCRETE FOOTING ° PVC HOUSING >o o (2) PRIMARY CONDUIT O SLIP CONNECTORS 0 >o 0 o SECTION SUNSET NEIGHBORHOOD PARK PHASE 2 URBAN DESIGN DETAILS R-406957 DATE: 08/27/2019 FIELDBOOK: PAGE: DRAWING NO: L-7 SHEET: 0F: 57 7 7 :mmI VJ 00 N 0 0 VJ u TOP OF PAVING 1 /4" FILLET WELD - ALL AROUND 1 /4" -\ d d d a a a WELD SADDLE BRACKET TO FLAT BAR; MAX 1 /8" FILLET WELD ALL AROUND HANDRAIL, TYP; SEE SPEC FOR FINISH 1 /4" PAN HEAD PROVIDE RADIUS AT TOP OF VERTICAL MACHINE SCREW, TYP POST TO RECEIVE SADDLE BRACKET 1 /4" PAN HEAD SCREW, FOUR PER CONNECTION, TYP77 1 /8" THICK SADDLE BRACKET; SADDLE RADIUS ol 1 /4" TO MATCH HANDRAIL N 1 „ RADIUS W/ SNUG FIT ADJUST ANGLES TO MATCH SLOPE FLAT BAR 1 /2" TYP N OF PAVING, TYP ALL EDGES OF 1 /4" THICK WELDED POST POST, CAP & TOP WELDED POST TOP ASSEMBLY ASSEMBLY TO HAVE TOP CAP INCLUDES MAX 1 /32" EASED SADDLE ADJUST ANGLE EDGES TO REDUCE 1 /2" BRACKET, TO MATCH SLOPE SHARPNESS OR VERTICAL POST, OF PAVING CUTTING HAZARD TOP CAP & i_ VERTICAL POST FLAT BAR N1.1 ATTACHMENT TO VERTICAL POST AT HANDRAIL BASE PLATE; WELD TO VERTICAL POST 7 ANCHOR BOLT, TYP L-7 EDGE OF PAVING WELD BASE PLATE TO 1 /4" THICK 2" SQ N TUBE POST; MAX 1 /4" FILLET WELD ALL AROUND 1 /4" DIA AIR PRESSURE 2» 1 /2" RELEASE HOLE IN BASE PLATE 4" 1 /2" BASE PLATE STANDARD SIGN POLE 1% TYP e_ v a v - D - v v v o a III III I l� l �a I I 'I� I 4" METAL PIPE SLIP DOWEL FOR - EXPANSION/CONSTRUCTION CONTROL, PROVIDE 4 SLIP JOINTS EQ SPACING PER HANDRAIL; KEEP MIN 12" FROM ALL POSTS, TYP 1 /1 6" MIN / 1 /8" MAX 4" _4 HANDRAIL, TYP SLIP JOINT 1 " LAWN SOD AREAS PROVIDE BROOM FINISH 3" SHRUB/ AROUND BASE OF SIGN GROUNDCOVER AREAS POLE AS SHOWN STANDARD SIGN POLE FINISH GRADE REATTACH SALVAGED TRAFFIC SIGNS TO NEW POLES PER CONIC FOOTING + +COR STD & LOCATE o _ v �� �� UNDISTURBED EX SOIL OR EX SOIL III COMPACTED 12" DIA- TO 95% MAX _ DENSITY SECTION TRAFFIC SIGN RESET n/R�\ff � H + SIGNS AT EX +LOCATIONS + + + +� + + 00 + + IvU) + + + �o + + _o PLAN + CONIC FOOTING m VERTICAL POST BOTTOM RAIL; SEE SPEC FOR FINISH /8" THICK ANGLED ADDLE BRACKET; ADDLE RADIUS TO ATCH HANDRAIL fFOUFR ADIUS W/ SNUG FIT; LLET WELD AT JOINT PAN HEAD SCREW, /4" PER CONNECTION, TYP \� 1 /2" ALL EDGES OF POST „ TO HAVE MAX 1 /32" N 1 EASED EDGES TO 7 REDUCE SHARPNESS d d OR CUTTING HAZARD Q a.. I d d d ° TOP OF PAVING d BASE PLATE I I° da ATTACHMENT TO VERTICAL POST AT BOTTOM RAI L q 23. PROVIDE 1 /8" DIA AIR PRESSURE RELEASE HOLE UNDERNEATH HANDRAIL, ONE AT EACH END OF HANDRAIL 1 /4" PAN HEAD SCREW, 2 PER CONNECTION CAP WELDED ON ENDS OF HANDRAIL; THICKNESS TO MATCH HANDRAIL PIPE THICKNESS; WELD W/ SMOOTH EDGES/ MATCH HANDRAIL FINISH 1 /8" THICK SADDLE BRACKET; FLUSH MAX 1 /8" FILLET WELD TO 2 FLAT BAR ALL AROUND, SEE SPECS, TYP; RADIUS TO MATCH - ADJUST ANGLES HANDRAIL W/ SNUG FIT TO MATCH SLOPE OF 1 /2"X 1 " FLAT BAR, TYP 1 /2" TYP PAVING, TYP VERTICAL POST WITH WELDED CAP; WELDED TO 2 FLAT BARS AS SHOWN END TREATMENT 2FLUSH, TYP" AT HANDRAIL PLANTING @ 1.9" OD, CONTINUOUS SCHED 80 GAZEBO AREA 316 SS PIPE BOTTOM RAIL, TYP SCHEID CONTINUOUS CHD 80 316 SS #3 REBAR @ 18" OC EACH WAY, 2" PIPE HANDRAIL, TYP COBBLE ROCK 7 MIN CLR OF EDGES & POSTS t�22" `�' 4" DEPTH CONIC RAMP PAVING 2 X 2 BAR VERTICAL POST, TYP 2% MAX 1 " IN SOD LAWN AREAS . o aoo aoo aoo aoo aoo aoo a FINISH GRADE III III III 4" DEPTH CSBC ` 6" 6" THICKENED EDGE AT P TYP POST LOCATIONS, TYP SECTION 8'-0" SPACE POSTS AS SHOWN ON GAZEBO AREA ENLARGEMENT ON DWG L-5 CONTINUOUS HANDRAIL AT - RAMP LANDINGS, SEE PLANS ,-T 12" THICKENED END TREATMENT AT SLIP JOINT, BOTTOM RAIL, TYP TYP EDGE AT POST LOCATIONS, TYP TOP OF RAMP 1 CONIC PAVING & CSBC, \ / SEE CIVIL DWGS, TYP o o 1 1 III �o Doo °og 0 0 °0 0 °0 0 °0 0 °o o a Q o ATTACHMENT TO VERTICAL - POST AT BOTTOM RAIL, TYP 5'-0" WIDE LANDING ALONG INNER RADIUS BOTTOM RAIL; SEE SPEC FOR FINISH VERTICAL POST 1 /4" PAN HEAD SCREW, FOUR PER CONNECTION, TYP BASE �' "Tr TOP OF PAVI END TREATMENT AT BOTTOM RAIL ATTACHMENT TO � VERTICAL POST q HANDRAIL, TYP NOTES: 1. PASSIVATE STAINLESS STEEL ASSEMBLIES AFTER ALL WELDING HAS OCCURRED TO REESTABLISH STAINLESS PROPERTIES. 2. HANDRAIL SADDLE BRACKETS, POST TOP ASSEMBLY, VERTICAL POST, & BASE PLATE TO RECEIVE TNEMEC COATING FINISH AFTER WELDING & PASSIVATION; TNEMEC 'BRIQUET 49G9'; SEE SPEC 05 73 00. c ) RAMP &HANDRAIL v % NOT TO SCALE - i 111 I, I I— 3. ALL FITTINGS & HARDWARE TO BE S.S. & TAMPER RESISTANT. 4. HANDRAIL TO BE #4 BRUSHED FINISH. 5. HANDRAIL & BOTTOM RAIL MUST BE PARALLEL TO SLOPE OF RAMP & LANDINGS AS SHOWN. 6. GRIND ALL WELDS SMOOTH. 7. ALL VERTICAL POSTS MUST BE TRUE & PLUMB. 2" X 2" - FLAT BAR VERTICAL POST, TYP END TREATMENT AT HANDRAIL, TYP HANDRAIL, TYP BASE PLATE, TYP -BOTTOM RAIL, TYP BOTTOM OF RAMP 3 1 /2", TYP EXPANSION JOINT, TYP 6", TYP 8. SHOP DWGS OF HANDRAIL REQUIRED FOR OWNER'S REP REVIEW & APPROVAL PRIOR TO FABRICATION. SHOP DWGS SHALL BE DRAWN 9o- U 1 /2" TYP 1 /2" TYP ADJACENT CONIC PAVING, 12" TYP TO SCALE, WITH CLEAN, NEAT & LEGIBLE ELEVATION LINES & TEXT. R-40695a 0) 00 CAI 0 0 0) V1 0 11 I 0 11 I 0 Ld ALIGN, TYP r fl/�r /lr r\/ r)A\/IKI/" 1'-0", TYP MATCH q TO EX PLAZA PEDESTRIAN LIGHT 3 PAD SECTION L-9 PERVIOUS CONC PAVING, SEE CIVIL DWGS JOINT, PLANTER CONTAINER & LIGHT FIXTURE CONC CURB, vvvvvv vvvvv.. vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv SEE CIVIL DWGS vvvvvvvvvvvv vv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvv vvvvv vv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvv vvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv "—PEDESTRIAN LIGHT POLE vvvvvvvv vvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv SEE ELEC DWGS vvvvvvvvv vvvv vvvvvvvv -----vvvvvvvv - vvvvvvvvvvvvv vvvvvvvvv vvv vvvvvv vvvvvv avvvvvvvv vvvvvvvvvvvvvvv vvvv --GONG FOUNDATIONovvv v JUNCTION BOX, vvvvvvvvv DECORATIVE BASE COVER v vvvvvvvvv vvv vvv vvv vv avvvvvvvv vvv°vvvvvvvv vvv vvv�,,,UNDERNEATH °°°° SEE ELEC DWGS vvvvvvvv PER COR STD PLAN 117.4 vv vvvvvvvvvvvvv vvvvvv vvvvvvvvv v vvvvvvvvvv � NOT PROVIDED N PERVIOUS + + v v v v v v v� v V v v DECORATIVE 7 v v + + FINISH GRADE CONC vvvvvvvvvvv vvvvvv°BASE COVER, vv vvvvvv FLUSH TYP PAVING vvv vvvvv v I vvvv °v�SEE ELEC DWGS ,v vvvvvv + + ' SEE CIVIL vvvvvvvv + vv vvvvvvv vvvv vvv v vvv, vvv vvvvvv DWGS + vv vvvvvv vvvvvvvv vvvvv vvvv + 1 IN SOD AREAS EX LIGHT FIXTURE c� v vvvvvvv vvvv vvvv vvvvv + vvv vvvv vv vv vvvvvvv w v vvvvvvvv vvv vvvvv vvvv vvvv vvvvv v vv vv v vvvvv vvvvvvvvv vvvvvvvvvvvvv vvvvvvvv vvvvvvvvvv vvvv °°°°°°°° °° °° °°°°°°° �. + + + vvvvvvv vvvvvvvvvvv vvv Z + vvvvv v vv vv v vvvvv vvvvvvv vvvvvv v v v vvvv � a° CONC CURB, + vvvvvv I vvvvvvv vvv vvv SEE CIVIL DWGS vvv vvv _ _ 2 a ° + + + v v v v v v v vvvvvv v v G v v C o vvvvvvv 7 vvvvvv v v v v v v v + + vvvvvvv vvvvvvvvvvv v v v - ..I da vvvvvvv vvvvv vvv v v v + + t + v v v v v v v v ° v v v vvvvvvv v 1717 - .. vvvvvvvvvvv vvvvvvvvv vvvv v v v v UNDISTURBED a COLD JOINT vvvvvvvvvvv vvvvvvvvvv vvv vvv ° + + w v vvvvvvvvv vvvvvvvvv vvv v v v v EX SOIL OR ° vvvvvvvvvvvvvvvvvvvv vvvvvv vvvvvvvvvvvvv ° ' vvv vvvvvvvvlvvvvvvvv vvvvvvvvv vvvvvvvvvvv EX PLANTER + + + + vvv vvvvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvv EX SOIL o a vvvvv vvvvv vvvvvv vvvvvvvvvvvvvvv vvvvvvv CONC FOUNDATION, CONTAINER � + + COMPACTED vvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvv + + + + + + + + + + TO 95� MAX SEE CITY OF RENTON 6" 17" 6" FOR NEW PEDESTRIAN DENSITY + + + + �+ + + "' — "' "' "' STD DTL LIGHT POLES, FINISHL» PLAN + + + + + 5'-5„ + + + TO MATCH FINISH ON 3 —0 EX PEDESTRIAN LIGHT FOUNDATION FOUNDATIONS & SECTION - POLES, TYP BENCH AREA ENLARGEMENT PEDESTRIAN LIGHT PAD PEDESTRIAN LIGHT PAD SECTION NOT TO SCALE 2 NOT TO SCALE 3 NOT TO SCALE PLAN VIEW 32 1 /8" ANCHOR BOLT 7 L-7 69 1 /2" CENTER ARM PIECE PER MFR I. FRONT ELEVATION PLAZA BENCH QO N HDCP PANEL/SLATS PER MFR O 24 7/ 1 6" SIDE ELEVATION END ARM PIECE PER MFR, TYP a[e1ffi.d 1. PROVIDE EXPANSION JOINT WHERE CONC CONC PLANTER WALL WITH LIGHT SANDBLAST WALL MEETS ADJACENT SAFETY SURFACING. FINISH ALL EXPOSED FACES, TYP 2. PLANTER WIDTH VARIES — SEE PLAN. 3'� 1 /2" RADIUS, BOTH SIDES SKATE NOTCH 5 FINISH GRADE PRIOR EX CONC CURB L-10 TO PLACING MULCH & PERVIOUS HT VARIES, SEE ELEVATION CONC PATH; ON GRADING PLANS 5 PLANTING AREA AVOID L-20 SECTION UNDERMINING FINISH GRADE OF ADJACENT \\ CAFFTY CI I P FA r INIr, ... ...... 4" DEPTH CRUSHED 63#4 VERT REBAR C� 18" " " ROCK BASE COURSE OC, 3" CLR ALL SIDES SECTION = � PLANTER WALL v % NOT TO SCALE DOME LID OPENING DOME LID INSTALL TRASH RECEPTACLE & CONC FOOTING PER MFRS 32 GAL TRASH RECEPTACLE u u u 1 7 ANCHOR BOLT INSTRUCTIONS L-7 .Q q. a" 00 0 0 0 III III 2'-0" SQ, TYP SECTION a) TRASH RECEPTACLE V % NOT TO SCALE CONC PAVING, SEE CIVIL DWGS CSBC, SEE CIVIL DWGS EX SOIL OR EX SOIL COMPACTED TO 95% MAX DENSITY R-406959 (y) 00 N 0 0 AI u vvvvvvvvvvvvvvvvv "vvvvvvvvvvvvvvvv °°°°°°°°°°°°°°°°° vvvvvvvvvvvvvvvvv FOR PERGOLA STRUCTURE vvvvvvvvvvvvvvvvv , 7°°°°°°°°°°°°°°°°° SEE ARCH DWGS vvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvv vvvvvvvv vvv vvvvvvvv v v v v v v v vvvv vvv vvvvvvvv vvvv vvvvvvvvvvvvvvvvvvvv vvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvv v v v v v v v v v v v v v v v v v v v v v v v v v v v v vv � vvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvv I ° v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v vvvvvvvvvvvvvvv v v v v v v v v v v v v v v v v v v v v v v i °vvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvv � Vv v v vvvvvv vvvvvvvv vvvvvvvvvvvvvvvvvvvv v v vvvvvvvvvvvvvvvvvvvv °vvvvvvvvvvvvvvvvvG v, vvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv, vv °vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv -vvvv vv. v vvvvvvvvvvvvvvvv v v vvvvvvvvvvvvv v v v v v v v v vvv -vvvvvvvvvvvvvvvvvvvvvvvv"""" »vvv -vvvvvvvvvvvvvvvvv vvv vv- vvvvv 7 v v vvvvvvvv vvvvv v vvvvvvvvvvvvvvvvv v. ^ \� °° v v v < 1 /4" FLAT WASHER, vvvvvvvvvvvvvvvvv °°°°°°°°°°°°°°°°° vvv - o, °vvvvv vv vvvv° j TYP; MFRS PROVIDED vvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvv � v�" ,off .vvv v vv , / vvvvvvvvvvvvvvvvv vv v v v v v v v v v v v v v v v v v v v v ,v v v v vv vvvv v v vv ! v v v C \ v 1/4" LOCK WASHER, vvvvvvvvvvvvvvvvv� vvv v vvvvvvvvvv °°°°°°°°°°°°°°°° °°` 7 °°° ° ` \ TYP; MFRS PROVIDED °°°°°°°°°°°°°°°` vvvvvvvvvvvvvvv °°° vvvvv vv k °° vvvvvvv vv PERGOLA POST & FOOTING, ZZ vvvvvvvvvvvvvvv 7 V V V V V°°°°°°°°°° 6' v vvvvvvvvvvvvv '7 C + °v vvvvvvvvvvv v v v v v v' TYP; SEE STRUCTURAL DWGS 1 /4" HEX NUT, TYP; 7 v v v v v v v v v v v v v v v °°°°°°°°°°°°°°°' -� w v v v v v v v v v v v vvvv °°°° °° \ MFRS PROVIDED ✓ v v v v v v v v v v v vvv v v v v v v v v v v v v 00 vvvvvvvvvvvvvvv -4°°°°°°°°°°°°°°I '°°° vv vvvvv °° ° °°°°° 6" CONC CURB, TYP; PAVING & � CSBC r� vvvvvvvvvvvvvvv °°°°°°°°°°°°°°°° vvvv 7VVV vvvvvvvvv °°° vvvv°°° SEE CIVIL DWGS (vvvvvvvvvvvvvvv. vvvvvvvv SEE CIVIL DWGS v v v v v v v v v v v v v v v v v- v v v L2 FLUSH, vvvvvvvvvvvvvvv ✓vvvvvvvvvvvvvvv vv 7vv vv vvvvv v vvvvvvvv TYP 1'-3" CLR BETWEEN °° v° vvvv°° ° \ PROVIDE COLD JOINT WITH PERGOLA POST Bc BACK 7°°` �`` vvvv° vvvv°° ° DOWEL WHERE CONC CURB & vvvv vv vvvvvv v ° PERGOLA FOOTING MEET, TYP OF BENCH TYP vvvv° �� vvvv°° °`\ � vvvvvv vvvvvv vvvv vvv vv vv \ . vvvvvvvv v v vvvv v v vvvvvv v vvvv vvvv vvvvv v v v v - v v v vvv vvvvvvvvvvvvvvvvv v v vvvvv\ vvvvvvvvvvvvvvvv vvvvv vvvv vvvvvvvvvvvvvvvvvvvvvv vv vv vv" vvvvvvvvvvvvvvv vvvv vvvvvv vv\ °°°°°°°°°°°°°°°° °°°°°°°° EDGE OF CONC CURB vvvvvvvvvvvvvvv vvv- vvvvvvv �' --------------- vv v °° vvvv vvvv -�' RADIUS TO MEET WITH RECEPTACLE BOLLARD 9 Q vvvvv vvv EDGE OF PERGOLA vvvvvvvv L-7 ° 7v°° v v FOOTING IN FLUSH vvvvvvvvvvvvvv v vvvvvvvvvvvvvv v I 1 0 ,� vvvvvvv vvv vv XV CONDITION, TYP vvvvvvvvvvvvvvv% vvvvv vvav vvvvvvvvvvvvvvv. vvvv vvv vv v v v v v v v v v v v v v v v v vvvvv v vvvvvvvvvvvvvvv \ k' vvvvvvv v� v v v v v v v v v v v v v v v v v v v v v v v 7v v v v v v v v v v v v v v v/ v v v /- \. ° v vvvv v v ,°°°°°°°°°°°°°°° °�° vvvv°° ° PERGOLA FOOTING °°°°°°°°°°°°°°°v 7 ° vvvv°°° vvvv ENLARGEMENT, TYP v v v v v v v v v v v v v v v v -' v v v v v v v v v vvvvvvvvvvvvvv v \ v v v v v v v v vvvvvvvvvvvvvv vv vvvvv v vvvvvvvv 11 7 v v v vvvvv v vvvvvvv, vvvvvvv v. -vvvv° vvvv vvv vvvv vvvvv "(� vv vvv vv vvvv ✓vvvv s vvvv vvvvvv 7vvvvvvvvvv° vvvv vvvvvv vvvvvvvvvvv i' vv vvvvvvv vvvvvvvvvvvv. vvvvvvvvvvvvvvvvv vww vvv v vv v vvvvvvv v v v v vvvv l v v v v vv v vv v v v vv v v V v v v v v v v v v v v RADIUS BENCH ATTACH MENTS 2 v vvvv° ° °° � vvvv vvv v v V v v v v v v v v vvv v v & FOOTING, TYP �10 vvvv vvvv vvvvvv ° 000. °vvvvvv ✓vv vvvvv vv vv vvvvvvvv � v vvv vvvv — — vvvvvvvvvvv vvv v vvvvvv i °vvvvvvvvvvvvvvvvvvvvv °vvv vvvvvv / \� "--- vvvvvv v v ' v v v vvvvv v v v v v v v v v v v v vvv v v v vv \ vv vvvv vv vv vv vvvv \ RADIUS BENCH @ PERGOLA 1 ° vvvvvv vv vvv ° V 7 vvvvv ° L-11 vvvvvvvv vvvvvv v vvvv °vvvvvvvvv vvvv vv vv v'v \ ..vvvvvvvvvvv vv vvvv vvv vvvvvvvvvvvvv v v vvvvvv vvvv 1 1 vvvvvvvvvvvvvvvvv vvvv v v v\v v v v v vv ✓ a G / ' v v v v v v v v v v v v v v v v v v v v v "� v v v v v v v v \ v v v \ V vvvvvvvv v v v v v v v v v v v v \ / vvvvvvvv v 17,717 v v v v �}.\` v vvv v v \ V vvvvvvv v vvvv vd vvv v v \ / RADIUS BENCH @ 2 0° ° v vvvvvvvvvvv V V V 0° ° ' o vp�° ° v ° v vv V I - PERGOLA AXON L-11 (vvvvv °°°°°°°°°° °° �°-° °°°°`I .vvvvvvvvvvvvvvvv vv v v vv vvvvv � vvvvvvvvvvvvvvvvv vvvv v vvvvvvv vvvvvvvvvvvvvvv vvv v vvvvvvvvv vvvvvvvvvvvvv vvv v v vvvvvvvvvv�l vvvvvvvvvvv vvvvv vvvvvvvvvvvv vvvvvvvvv vvvvvvvv vvvvvvvvvvvv vvvvvvv vvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvv- - - - ADA SPACE BOTH ENDS, TYP °°°°°°°°°°°°\� "vvvvvvvvvvvvvv vvvvvvvvvvvvv \ vvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvv v v v vvv v v v v v v v v v v v v v v v v v v 71 vvvvvvvvv vvvvvvvvvv TRASH RECEPTACLE @ PERGOLA 7 °° o000000000 °° vvvvvvv` I / vvvvvvvvvvlc vvvvvv - V. V v v v v v 7 ° v vvvvvv C v v v vvvvv v v� v v vvvvvvvv v v vvvvvvvvvvvvv v vvvvvvv 7 vvvvvvvv � a NOTE: 1. ALL ATTACHMENT HARDWARE & FASTENERS TO BE STAINLESS STEEL & TAMPER RESISTANT. 18" HDPC SLATS PER MFRS 17 1/4" BENCH ARM 1 /4" FASTENER, TYP; MFRS PROVIDED MOUNTING PLATE W/ STUDS, TYP SEAT SUPPORT PER MFRS /41 ROUNDED CAP HEX NUT, TYP; SIZED TO FIT ANCHOR BOLT LOCK WASHER, TYP; SIZED SQUARE TO MATCH HEX NUT LEG BASE FLAT WASHER, TYP; SIZED PER MFRS TO MATCH HEX NUT 11 1 /2" 9/1 6" DIA HOLE FOR ANCHOR BOLT WEDGE EXPANSION ANCHOR BOLT, TYP; SIZED TO FIT MFRS PROVIDED HOLE a a v v v v v v q v v v v v qvvvvvvv v v v v v v v v C Q p Q . .9 °.0 a' v v v 7 v v v v v v v v U .p a v v v v v v v v v v v v a pv`R o. 21 1/4" a vvcQ vvvvvvvv vvvvvvvv v v v v v v v --------------- III_ III- MIN 2" CLR ALL SIDES, TYP EX SOIL OR EX SOIL COMPACTED TO 95% DENSITY SECTION L-13 vvv vvvv°( vvvv°° vv°vvv v v v v vvvv v vv 7 v v v v vvvvvvvv v � v v v v v v v v v v v v v 7 v V \ D 77 v v v v v v v v v v v v I / O' PERVIOUS CONCRETE JOINT TYP 8 °°°°°°°°°°°°°` / vvvvvvvvvvvvvv ALIGN, \ vvvvvvvvvvvvvv L- 7 vvv vv ' TYP \ v vvvvvvvv v vvvvv vvvvvvv vvvv. TYP ° vvvvv v v v v v v vvvv v v v vvvvvv v vvv vvvvvvvvvv vvvvvvvvvvvvvvvvvI vvvvvvvv vvvvvvvvvvv. \ Q" vvvvv vvvvvvvvvvvvv•. 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THREE (3) SEAT TABLE OPTION SHOWN. SEE PICNIC TABLE SCHEDULE & LAYOUT ENLARGEMENTS ON SHEET L-3 & L-5 FOR PICNIC TABLE LOCATIONS, SEATING OPTIONS, UMBRELLA COLOR & QUANTITIES. 1 /4" PERFORATED PATTERN ENLARGEMENT ANCHOR BOLT NOTES: 1. FILL IN ANY BUBBLES THAT APPEAR WITHIN SKATE NOTCH. 2. INSTALL NOTCHES ON SIDEWALK FACES OF CONC SEATWALLS. 3. SPACE NOTCHES MAX 2' OC UNLESS OTHERWISE NOTED ON DETAILS. TOP EDGE OF CONC SEATWALL 3 2 " SECTION L� SKATE NOTCH NOT TO SCALE CONC CURB, SEE CIVIL DWGS 3" IN PLANTING AREAS FINISH GRADE � TOP EDGE OF CONC SEATWALL � INTERPRETIVE SIGN PROVIDED & FLUSH, INSTALLED BY THE CITY (NIC) 7yp FLUSH, INTERPRETIVE SIGN FOOTING NOT TO SCALE PERVIOUS CONC PAVEMENT, SEE CIVIL DWGS EX SOIL OR EX SOIL COMPACTED TO 95% MAX DENSITY R-406960 re • • Pi u 0) 0 11 I 0 11 I 0 w LO N PLAN VIEW FRONT ELEVATION RADIUS BENCH @PERGOLA NOT TO SCALE ITEM QTY. PAR1 1 4 COGM91574 2 2 COGM91574 3 5 OGM1900-E 4 2 OGM1900-( 5 7 OGM1900-l' CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER PERGOLA AXON H B 91. LANDSCAPE ARCHITECTURE 215 WESTLAKE AVENUE NORTH 2O6.682.3051 phone SEATTLE, WA 98109 206.682.3245 fax 557/8" PER SECTION 328%" , (�� R-1 CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 04/07/21 RECORD DRAWINGS 04/16/21 co • Q THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE r CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED o U OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS gS NOT NOR RESPONSIBLE ORATED O ITS THE REC ACCURACY, DRAWINGS FOR AERRORS OR OMMISSIONS WHICH MAY HAVE BEEN Q � EXP• � �'gNDSCAPE P NO. I REVISION BY DATE I APPR 7'_7n SECTION 3 SURVEYED. DESIGNED: D. KOONTS HDPE PANEL WITH STANDARD DESIGN BY MFR STAINLESS STEEL TUBING FINISH GRADE SAFETY SURFACING CSBC CONCRETE FOOTING PER INSTRUCTIONS BERLINER SIGN NOT TO SCALE DRAWN: M. OVIIR/C. DIGGINS CHECKED: A. LUOMA APPROVED: D. KOONTS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ILT, IIll SECTION P'l CITY OF ,Rl �� RENTON Community Services Dept. KOMPAN SIGN NOT TO SCALE E PANEL WITH � DARD SIGN IGN BY MFR -L ING/POST, TYP SH GRADE ETY SURFACING C MOUNT PER MFR INSTRUCTIONS CONCRETE FOOTING PER MFR INSTRUCTIONS, TYP SUNSET NEIGHBORHOOD PARK PHASE 2 URBAN DESIGN DETAILS R-406961 DATE: 08/27/2019 PAGE: DRAWING NO: L-11 SHEET: OF: 61 77 (y) 0)� ^W l � 0 m0 0) u V1 0 11 I 0 I C) w FITNESS EQUIPMENT, TYP 1 /2" THICK 5 SAFETY WEAR COURSE LAYER L-7 SURFACING, TYP SLOPE CSBC SUBBASE UP TO MEET Ln TOP OF FOOTING a °° FINISH GRADE PRIOR TO o a a PLACING SAFETY SURFACING SYSTEM, TYP a"" a 3\a a" g TOP OF FOOTING IS -TYP ° 4. 4 1 /2" BELOW TOP OF WEAR COURSE d 20" TYP SECTION FITNESS EQUIPMENT FOOTING TO BE 20" SQUARE UNLESS OTHERWISE NOTED IF L SIGN; INSTALL WITH IN —GROUND MOUNT PER MFRS WRITTEN INSTRUCTIONS FITNESS EQUIPMENT FOOTING BASE PLATE, TYP SIGN, TYP — TYPICAL L-1 FOOTING, TYP SECTION A FITNESS AREA - TYPICAL FOOTING . 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SPACE END FIXTURES 24" FROM THE END OF STEPS. EQUALLY SPACE 6 FIXTURES ALONG THE FACE OF EACH RISER; TOP RISER FIXTURES TO ALIGN WITH BOTTOM RISER FIXTURES, TYP I I REBAR SHOWN BEYOND, ADJUST REINFORCEING AROUND LUMINAIRE HOUSING & BOX WHERE APPLICABLE. REVIEW OF REBAR & FORMWORK WITH HOUSING REQUIRED PRIOR TO POURING CONC, TYP NOSING PEDESTRIAN LIGHT POLE, SEE ELEC DWGS DECORATIVE BASE COVER PER COR STD PLAN 117.4 NOT PROVIDED CONC CURB, SEE CIVIL DWGS 3" IN JUNCTION BOX, SEE PLANTING ELEC DWGS AREAS PERVIOUS CONC IF I FLUSH, TYP PATH, SEE / CIVIL DWGS J _El 3'-0" FOUNDATION SECTION ° v ° v v ` vvvvvv a vvvvv CD ~ D a I COLD JOINT CONC FOUNDATION, SEE CITY OF RENTON STD DTL UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 95% MAX DENSITY F WAS <<G O \ET B. Vpy/�C (�� �� • Q CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 04/07/21 SURVEYED: RECORD DRAWINGS 1 104/16/211DESIGNED: D. KOONTS THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE r o U 1957 o1��v QEXP.. 4,41 APE P CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS NOT RESPONSIBLEAERRORSOR OMMISSIONS WHICH MAY HAVE BEEN DS FOR REC ACCURACY, TED OR ITS RD DRAW NNOR DRAWN: M. OVIIR/C. DIGGINS cHECKEDA. LUOMA N0. REVISION BY DATE APPR APPROVED:TD. KOONTS NOTES: 1. MODIFIED TOP TO ACT AS SPLASH PAD & DIRECT STORMWATER RUNOFF INTO COBBLE BELOW. STORMWATER DRAIN SPOUT, SEE ARCH DWGS R 1 /4" TYP �v (4) 1 /2" DIA INSEF Cn - - FX-5 FOR ANCHO ORIENTATION OF SPLASH F o `"'= `=_'- BOLLARD ON TOP OF F00 PROVIDED PER FIELD DIRE EQ EQ CONC FOOTING (BELOW) P LAN TOP VI EW SLOPED AT PLANES MODIFIED Q0 rot..." 10", TYP 3/8" HT TOEKICK ELEVATION SIDE VIEW FRONT VIEW ELEVATION CONC FOOTING (5) #3 HORZ REBAR, TYP 2" CLR, TYP CONC FOOTING PLAN VIEW SPLASH PAD BOLLARD v % NOT TO SCALE SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Community Services Dept. 2" CLR, TYP nI IT�o �nn� OF AINING 2, TYP; U RAL DWGS TWIST @ nv VP. PLAN BOTTOM VIEW R 1 /4" TYP SECTION VIEW 00 d. d 7 CONC FOOTING (4) PENCIL ROD TIES (4) #3 VERT REBAR 1 /2 DIA X (4) 1 /2" ANCHOR BOLTS CONC FOOTING DEPTH OF TOP OF CONC FOOTING BELOW FINISH GRADE WILL RANGE BETWEEN 12" & 24" PER FIELD DIRECTION 151 SIKAFLEX 2" DIA X 5" DEEP GROUT POCKETS (5) #3 HORZ REBAR, TYP 2" CLR, TYP CONC FOOTING SECTION VIEW SUNSET NEIGHBORHOOD PARK PHASE 2 URBAN DESIGN DETAILS 6Z0 0Z0 DATE: 08/27/2019 FIELDBOOK: PAGE: DRAWING NO: L-14 SHEET: 6 4 0F: 7 7 M 00 CAI O O 0) u V! Q0 0 1. 0 I� Ld PLANTING SCHEDULE SYM QTY SCIENTIFIC/COMMON NAME TREES SIZE/REMARKS SYM QTY SCIENTIFIC/COMMON NAME 3 Acer rubrem 'Frank Jr.@'/ 2" CAL; B&B; FULL & WELL REDPOINTE@ MAPLE BRANCHED; STRAIGHT, CENTRAL LEADER & SYMMETRICAL BRANCHING HABIT; STREET TREE QUALITY O 6 Acer palmatum 'Sango kaku'/ 5'-6' HT; B&B; MULTI —TRUNK, MIN 3 CORAL BARK JAPANESE MAPLE TRUNKS, NOT SHEARED; SYMMETRICAL, FULL, (Y WELL BRANCHED; SPECIMEN QUALITY 9 Amelanchier laevis/ 2" CAL; B&B; FULL & WELL SPRING FLURRY SERVICEBERRY BRANCHED; STRAIGHT, CENTRAL LEADER 81 SYMMETRICAL BRANCHING HABIT; O STREET TREE QUALITY 6 Parrotia persica 'RUBY VASE@'/ 2" CAL; B&B/FABRIC BAG; FULL & + RUBY VASE@ PERSIAN IRONWOOD WELL BRANCHED; STRAIGHT SINGLE TRUNK & SYMMETRICAL BRANCHING HABIT; SPECIMEN QUALITY 1 Abies fraseri/ 4'-5' HT; B&B; FULL & WELL FRASER FIR BRANCHED; STRAIGHT SINGLE TRUNK & SYMMETRICAL BRANCHING HABIT; O SPECIMEN QUALITY PLANTING LEGEND SOD LAWN AREA SOIL PREP — SEE L-20 1 ++++ PLANTING AREA SOIL PREP — SEE L-20 3 � RAIN GARDEN AREA SOIL PREP — SEE L-20 PLAN ENLARGEMENT — AS NOTED ON PLANS X LANDSCAPE BOULDER W/ SIZE— SEE L J19 X X ---- STORM WATER CULVERT, SEE CIVIL DWGS ROOT BARRIER — SEE 4 L-23 nF=(KM)n10 10MUff0ma- SHRUBS 127 Nandina domestica 'Moon Bay'/ HEAVENLY BAMBOO 28 Brachyglottis greyi 'Sunshine'/ DAISY BUSH 71 Calamagrostis x acutiflora 'Karl Foester'/ FEATHER REED GRASS 690 Cornus sericea 'Kelseyi'/ KELSEY'S DOGWOOD 16 Potentilla fruticosa 'GOLD STAR'/ GOLD STAR POTENTILLA 85 Potentilla fruticosa 'Sunset'/ SUNSET POTENTILLA 246 Weigela florida 'Dark Horse'/ DARK HORSE WEIGELA 200 Pennisetum alopecurioides 'Hameln'/ HAMELN FOUNTAIN GRASS CONTAINER PLANTS 6 Pennisetum setaceum 'Eaton Canyon'/ DWARF RED FOUNTAIN GRASS 24 Santolina pinnata subsp. neapolitana/ GREEN SANTOLINA 24 Stachys byzantina/ LAMB'S EARS SIZE/REMARKS 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 1 GAL CONT; FULL & WELL ROOTED 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 1 GAL CONT; FULL, WELL ROOTED & WELL BRANCHED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL; CONT; FULL, WELL ROOTED & WELL BRANCHED 1 GAL CONT; FULL FOLIAGE & WELL ROOTED 1 GAL CONT; FULL & WELL ROOTED SYM QTY SCIENTIFIC/COMMON NAME ► invom IFAVAVAVA * 50% L\\ * 5 0 % _LLL1 _LLL1 _LLL1 _LLL1 _LLL1 _LLL1 _LLL1 _LLL1 _LLLI _LLL1 _LLL1 _LLL1 _LLLI _LLL1 GROUNDCOVERS Carex morrowi 'Ice Dance'/ JAPANESE SEDGE Phormium 'Black Adder'/ BLACK ADDER NEW ZEALAND FLAX Helictotrichon sempervirens/ BLUE OAT GRASS Iris missourensis/ ROCKY MOUNTAIN IRIS Juncus effusus/ SOFT RUSH RAIN GARDEN GROUNDCOVER �E 20% Carex obnupta/ SLOUGH SEDGE �E 20% Juncus tenuis/ SLENDER RUSH �E 20% Juncus patens 'Elk Blue'/ ELK BLUE RUSH �E 20% Scirpus americanus/ AMERICAN BULLRUSH 20% Scirpus microcarpus/ SMALL FLOWERED BULLRUSH 57,568 SF SOD LAWN: 75% PERENNIAL RYE / 25% KENTUCKY BLUE MULCH ONLY � COBBLE ROCK ONLY CIF- SEE NOTE 1 PLANTING ABBREVIATIONS PLANTING NOTES #/NO NUMBER GAL GALLON % PERCENT HT HEIGHT 1. WHERE QUANTITIES ARE NOT SHOWN IN THE PLANT & AND LF LINEAR FEET SCHEDULE, IT IS THE CONTRACTORS RESPONSIBILITY TO @ AT MFRS MANUFACTURER'S DETERMINE THE QUANTITIES REQUIRED TO MEET THE B&B BALLED AND BURLAPPED MAX MAXIMUM SPECIFIED PLANT SPACING AND FULL COVERAGE OF CAL CALIPER MIN MINIMUM PLANTING AREA. 9- CENTER LINE NIC NOT IN CONTRACT 2. ALL NEW PLANTING AREAS SHALL RECEIVE AN AUTOMATIC CLR CLEAR OC ON CENTER IRRIGATION SYSTEM. PLANT MATERIAL LOCATIONS SHALL CONC CONCRETE PREP PREPARATION BE COORDINATED W/ SPRINKLER IRRIGATION HEAD CONST CONSTRUCTION QTY QUANTITY LOCATIONS TO AVOID ANY CONFLICTS. CONT CONTAINER REP REPRESENTATIVE 3. INSTALL GROUNDCOVERS IN A TRIANGULAR PATTERN AT CF CUBIC FEET SF SQUARE FEET SPACING SHOWN IN THE PLANT SCHEDULE — FOR DIA DIAMETER SPEC SPECIFICATION LAYOUT SEE DETAIL 3/L-22. DWGS DRAWINGS SQ SQUARE EA EACH SF SQUARE FEET 4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EQ EQUAL SYM SYMBOL ANY COORDINATION W/ SUBCONTRACTORS AS REQUIRED EST ESTIMATED TYP TYPICAL TO ACCOMPLISH PLANTING OPERATIONS. EX EXISTING W/ WITH 5. CONTRACTOR IS RESPONSIBLE FOR ENSURING LAWN AND PLANT MATERIAL RECEIVE ADEQUATE WATER THROUGHOUT ONE (1) YEAR GUARANTEE PERIOD TO ENSURE PLANT ESTABLISHMENT, SEE SPECS. SIZE/REMARKS 1 GAL CONT; FULL & WELL ROOTED; TRIANGULAR SPACING @ 12" OC 1 GAL; FULL & WELL ROOTED; TRIANGULAR SPACING @ 12" OC 4" DEPTH 4"-8" DEPTH; SEE SPECS 6. TREE LOCATIONS SHOWN ON PLANTING PLANS ARE APPROXIMATE; ALL TREE LOCATIONS SHALL BE STAKED IN THE FIELD FOR OWNERS REPRESENTATIVE REVIEW AND APPROVAL PRIOR TO PLANTING THE TREES. 7. ALL GRADES SHALL FLOW SMOOTHLY INTO ONE ANOTHER WITH NO ABRUPT TRANSITIONS AND PRODUCE POSITIVE STORMWATER DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR ANY ADVERSE DRAINAGE CONDITIONS THAT MAY AFFECT PLANT GROWTH UNLESS THE CONTRACTOR CONTACTS THE OWNERS REPRESENTATIVE IMMEDIATELY, INDICATING ANY POSSIBLE PROBLEM. VERIFY ALL GRADES WITH THE OWNERS REPRESENTATIVE BEFORE COMMENCEMENT OF PLANTING & SODDING, SEE SPECS. 8. GROUNDCOVERS SHALL BE SET BACK FROM EDGE OF PAVEMENT, WALLS OR STRUCTURES AT HALF OF THE OC SPACING INDICATED IN THE PLANTING SCHEDULE, UNLESS OTHERWISE NOTED. R-406965 (Y? b� 00 CAI 0 0 (3) u 0) 0 11 I 0 I 0 I..1..1 \ ° d — . . — — d — ��P d T.cd. P'�'° G P—_FO P — ° , d . ° ad _ c d ° ° d 4 a a{.00 — a'-- '.ied(B7 F p. d d L� ° .. a P) of> d '� 4 111 �, ° a to Gp / a \ ° LQ 5—PS I I I` o° z ftftft G d. g �' I V �' NE 10TH STREET °n RESTORE ALL EX PLANTING _ �s wM LAWN DISTURBED BY / d ° d 1000�0�A' `� p9p9p�p Opp°p ya a :8 CONSTRUCTION ACTIVITY ° a �V ° d ° ° 0 PWM(3)° FO( °. d .. °° da ° v vvv q ad ° A ,d d, d ° d d ° ° 4 C d d d. ° 7 v v v v v v'v V v v v v.6 v v'v va . 'd .e d ° a d°. vvvv'7vvvgvv.vvv'vvvvv a ° '°. d \ Q , + + 9.v v v. v v v .v v v vdv v °.. t \ �O'' d° ° DECIDUOUS TREE PLANTING ON A SLOPE, TYPE d. �;Q d ' dIV vvv.vv� v RESTORE ALL EX PLANTING d / ++++ ivv 8c LAWN DISTURBED BY ° °oa d \ gooa d d d °°° CONSTRUCTION ACTIVITY vvv \ vvv W lk lk lk lk lk � W W W W W W W lk lk lk lk lk vvvv / \00 v v v `L �Y �Y �Y �Y �Y �Y �L �L �L �L �L �L �L �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �' 'O a / \ d ° \ •° 'd e .\. a v , J v vv 4Y �Y + �Y �Y �Y �Y v v �Y �Y lY lY lY lY lY `Y `Y `Y `Y `Y `Y `Y �Y lY lY lY lY lY v v v J Vv y y y .y vvv y y y y y y y y y y y y y y y y y y y y y + + + mvv v v v 11 d + + / F ° _ + + v v° .v •v •v •v v v v v v v v v .k v v v v v v v .p .p .p .p .p .k .k .V .v .v .v .v .v .v v v d + I POND d °'J. v"d ° + + + vv vvv + + \°�a ° d i v v v �' W W W W W W W W W W W W W + + ° d a ,add• (DRY) .. d + + '1 '1 '1 41 41 41 41 41 41 '1 '1 '1 '1 'Y d co vv vvv . d + + �Y �L �Y �Y �Y �Y �L �L �L �L �L �L �Y �Y �Y �Y �Y �Y �Y W �Y �Y �Y �Y �Y + q. \ \ e .. + + ,vv vvv Irv. I°� e'. \ \ \ \ a, \ 6'•, \\� D C d . ° + + + ° vvv"> I N LAWN AREAS, MULCH .L �. ° a , \ \ cc a q 1 + + + \ 1 ' `Y `Y `Y vvv W /` `y W `if ° \ \ \ > . d, d d da + + + 1 °°° RING AROUND TREES, TYP ° °' \ l °' I a I .y \L \L \L vvv .y L \L W W W W W W W L L L L L L L 4L \L \L \L L I I + + + . II d'a d 1 + + + 1 L L L �Y 'k \L lL \L \L \L \L \L \L \L 4L �L �L �L �Y + °d L. 1 1 0 2 SOD LAWN AREA _ \ -__-__II ,vv�yy�� vvvvvvvvyyyyy yyyyyyyyyyyyyyyy�� ° v vvvv --tr-= , --- 1 ++++++ vv vvvvvv7,77v y y — SOIL PREP TYP 4Y Y Y Y Y Y Y Y Y \Y 4Y 4Y 4Y 4Y 4Y \Y ° °° vvvvvvvvv L 20 7 d ° . + + + ,° ° �y �Y �Y �Y �Y �i. v v v v v �v v v v .y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y o ' ' ° d ' � �. � ° a' qda d �vv vvvvvvvvv v� G + vv vv,-•.\�1\ vvvv ad e d a ° + + + �vv vvvO'dvvvvv Od. ° �° ° .nd / dd a.O a v vvvvv vvvvv v lY IV _ Q� + + vv vvvv d vv vvvvv I / _ _avI �Y �Y �Y �Y �Y �Y ° '.d :a C° �\ vv vvvv .. b I'd O ♦7vv vvvvvvv®\vvvv d st y /—TOp a (01 + + + + v v v •v .v .v W W v v v i�d v v v v v •v �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y .v .v ,, ° — ° + ♦° v v v v v v v vvvvv ° /' d° / G a° O \mod I. . Fj 1717 v v v vr:�q' v v v \\ + v vvvvvvvvvv I a - _ �v vvv vRPvvvv � ° ° a _ \y / d ° + ° v v �,vv v v v v d' ° ° /` ° '° d �,°°°° 3 CONIFER TREE + + + vvvvvv vvv as °°°°° L-23 PLANTING II vvvvvvvvv,�� TYP d e vvvv vvv ++ vvvvvv APPROX 4-1 10" �' \ ° a w ♦ vvvvvv � n, d �+ vvvvv At. At. . d v \ l +\ + ♦ vvv /' �L �L �L �L �L �L POND a �Y �Y / �Y �Y �Y �Y + + ♦.o 4. LOCATE EVERGREEN TREE RY) d (Q �Y �Y �Y �Y ,y vvv �1. ' G G �Y �Y �L �L �L �L �L �L �Y �Y �Y �Y �Y �Y �Y IV �L �L �L �L �L 'Y W d / y W W �I vv vvvv a � '. I +++ ♦vv vvvv I. I. I. I. I. I. I. 1. 1p d`.: IV a 4. 4. 4. ON TOP OF BERM \ + + 4. vv0 PLANTING ENLARGEMENT — C 2 ♦ °°°° l' L-1 g 1 PLANTING ENLARGEMENT. A° ♦ �� 4.� ��� .\ .a `-o / / ♦ vvv — — \r;. s / °vvv\ L 17 SCULPTURE AREA '� - —- ♦ d .. (Q ° /.d \\ ♦ °°°° °° PLANTING AREA 1 I + + 1 PLANTING ENLARGEMENT — B I vvvv vvvvvvv �Y �Y �Y �L �L �L �L �L �L �Y �Y �Y �Y �L �L �L , vvvvvvvvvvvvv vvvvvv vvvvvv L-20 ° d �. �. �. �° v v v � v � v v .� �. SOIL L PREP, TYP �. �. .� �. �. �. �. �. �. �. �. .� .� 4 TREE PLANTING IN vvvvvvv, o = ♦ + (�) /i _ ++ ++ v vvvvvv w � � � � � � � � � � � � � � L(� '' ° w � � � � , ♦ °'/ \� // + ♦ L-23 RAIN GARDEN, TYP v ry vvvvvv d .. I °� d. ♦ \ / ) // // r e / / 7vv vvvvvvvv ° ' Vv o QJ / ♦ v ,, ,, 4, v vvv vv vv vv vv vv vv vvvvv 4, 4, 4, W 4' dd. a. ♦ �\ 8 MULTI —TRUNK DI • ECUS moo° af: .O 4 W W W ,°V ♦ + / // 66°P y vvvvvvv v vvvv y W W W d• d / // / ♦vvvvv vv �p. L —22 TREE PLANTING, gP '�\ / ♦ - v v v v v v v v v vvvvv W ° d,•. : •I ° O + (�"°°'. avvvvvvvv ® vv 6 vvv v vvvvvvv v•n q ': �' b„ d w �L , ♦ ) oo -1 �o / / ♦ 3 RAIN GARDEN AREA o0000000°° y y Y vvvvvvv vvv vvvvvvvvvv d . ° I ° \\� + + ♦ e9 vvvvvvvv vvv v vvv v vvv °• ° a e ° \ 1 L-20 SOIL PREP, TYP ♦ �►. ►:.'d °.. �/ ♦ vvvvvvvvvvv vvvvvvvv vv vvvv v vvv � y vvvvvv y vvvvdlvv v vv vvv vvvv / ♦ U v ° % / v v v v- v v v v v vvv vvvvvvvv + + , 9' ° d d d ° d d a 9 � i ° vvv vvv v v v vvv vvv v� � ` 00, . ♦ vvvvvv ✓vvvvvvvvvvvv vvv d \�v/) + "° .. ° d O ° d�°9 a. �vvvvvvv� !� vvvvvvvvvvvvv vvv • � o ®•. � + � �j _� ,ros9. f 'd ♦� v v v v v v v v v v c`v vvvvvvvvv v v v d'' ° *''� d , O d ♦ �, �, �, �, �, �, �, �, , �, vvvvvvvvvvv • • d. o •a' . � �/ vvvv vvv + 4 �• + + + • + �: '4' 'd d ° ° + + ° ° d �o,. + vvvvvvvvvvvvvv� v�v + vvvvvvvvvvvvvvvvv J �• + + vvvvvvvvvv vvv vvvvvvvvvvv�'v�' ° 4 ■ ■ a° + + o r`[+` e.. \\ �� o° q d d / �. + + vvvvvvvvvvvvv vvv �s °' � d �Q vvvv vvvv vvvvvvvvvvvvvv + ^ d ♦ °°o„ \\ + + ❑ vvvvvvvvvv G I ;° ° °. °. °a n o .d + + ..+° .' \. W. / I \ + + v W W W W W W �l. + + O + + ,• W W W W 1 ° c d . e ° . d. ■ ■ ° ■ ■ e a' + + + ��?° `'J` / e �y°q° d . 44 + vvv �Y IV � + + + + e � � W --- � ` ' 3 PLANTING ENLARGEMENT ♦ I + + + ° °/ // / _ _ — oa9¢° d vvv �1�jr' � �d ' a d a6o0 ♦ .y .y .y .y .y * + + + .y .y tea""tea �Y � � d. d ° d ° a d I I + p. \\ / ♦ y 1p 41 W 1 + + I o L-19 — CONTAINER ♦ + °+ PLANTING ENLARGEMENT — A 1 / ♦ + + +O ++++ ♦]vvvvvvvv y y W vvv + + + + + + t. d vvvvvvvvvvv vvv, + + + + + + + + vv vvvvv vvvvvv vv ° a °' t • vvv/l*7ft-v v v vvv v + + + + + + + LI; ° da. d.. °�� M ,vvvv vvvvv + + + + + `1' °O •� �'' ° d ♦ \ vj-/ / wvv ^ �O °Oa vvv vvvvv `1'', i, vvvvvvv 1 g —6 N l I / vvvvv .v .v � w °'d ! O e d e ♦ \ / / vvv \1 vvW .v . .v w i• w .i• w w IV IV w w w----,------- n[pKMMID [@M%\O�Ka MATCH LINE - SEE L-17 0' 10' 20' 40' NORTH SCALE R-406966 m M ) 00 N 0 rn0 V1 l I• J MATCH LINE - SEE L-16 ° / / / ' Y Y L L Y Y Y Y Y Y Y Y L L L L L L t 0 •' .e \ , ° ° d ♦ i PLANTING AREA 1 IN LAWN AREAS MULCH I � I �°+ + � \ ��° \ �♦ / / / / °� LR, SOIL PREP, TYP L-20 + + + ♦ °° RING AROUND TREES, TYP I + + + ♦ \�, �' o �� ° \ ° ° ♦ / v v W W W W y 11, y y y / }yyr / ,° \ / I + + +,I �. ? + ° d• •'° o o� ..'r Q .�J .. ° d .�\ y y y y y y y y y y y y y .y y y + + \\. ° ° e ; , \��`�1rC O ♦ / / / ? v Y Y Y Y IY 4, 4, 4, 4, 4, 4, IY o� a . P o °® ♦ / / ° o 2 SOD LAWN AREA , ♦ ++++++ /... ° :� �Y �Y �Y �Y �Y �Y �Y �Y �Y + + + .y �Y V . .. d/' dq °vv L-20 SOIL PREP, TYP I + + + �. ,/ oov ♦� + + + PEDESTRIAN LIGHTS & JUNCTION BOXES INSTALLED -. ♦ / vvv °+ +++ I DURING SUNSET LANE NE CONSTRUCTION, TYP (NIC) `�' ° ♦ / / // W W 1 PLANTING ENLARGEMENT — A* W YW y + �° + + + + ♦ + + ' \� ��v 1 DECIDUOUS �TREE +o \ ♦+ + + + ++ +++ L-23 PLANTING, TYP + o vvvvllvllv �' ♦ + + , ° - W 3 RAIN GARDEN AREA 0 W W W W SOIL PREP, TYP W W � 8 � �17 —5 � ++++ � W ' � � —__ o� / • �. 4 —2 -- --. \ c� a ♦ ' \2 , • / /Q� GG a °. .14 I v v v v Y Y Y Y Y Y W Q '% `�vvvvvvv v`� °vvvvvv v a e d /a ^ / v v v v v v v v ° .d° gosss9' a .. AWS so 11 7v vvv 17 v 7vvvvv ,ed c 8 MULTI —TRUNK DECIDUOUS r' L-22 TREE PLANTING, TYP .. ° e • ; ° d: /VS+E as d° . ° \c\,qHE W� \ e" 1 PLANTING ENLARGEMENTJV — B e L-19 ,;/ ten'• °.'/4'�' ° ..\0 eod i / d .' ° 1—PS a ° e °ad °- d rl r CT\J�P�' =d- AVIATION SCULPTURE FOUNDATIONS LOCATE PER ARTIST DRAWINGS, TYP EDGE OF ADJACENT PAVING, TYP ° 72 ,, OF FSFT A vvvvvvvv vvvv k . vvvvv vvvvvvvvy� + k+ k k+ k+ k +k k .vvvvvvvvv vvvvvvvvvvvvv v k k k .vvvvvvvvvvvvvvvv + -k k k +k k k k k k k vvvvvvvvvvvvvvvv k k vvvvvk vvvvvvvvvvvvvvvvvv k k+ k k k +k vvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvv k .vX vvvvvvvvvvvvvvvvvv k vvvvvvvvvvvvvvv vvv+ kF +k + k + k+ vvvvvvv k k k vvvvvvvvvv + +k k k k k + k k+ k +k k k kk k k k k k k k k k k k * k+ k vvvvvvvvvv k k k k vvvvvvvvvv k k k+ k+ k k k k k k k k +k vvvvvvvvv k k + +k +k � •iF k + 7vvvvvvvvv k k k k vvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvv k k k k k k k k k k k k k vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v- v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v --v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v -----.-.nc�vvvvv vvvvvvvvv , NOTE: 1. DO NOT CROWN THE SOIL IN THIS PLANTING AREA PLANTING ENLARGEMENT - SCULPTURE AREA NOT TO SCALE n[r=(KM)n[o PnZ�M�H(�-� 0' 10' 20' 40' NORTH SCALE R-406967 trnrn! VM! W N 0 rn0 V1 1 A V! 0 11 I 0 11 I 0 Ld 24" DEPTH ROOT BARRIER, INSTALL 12 FT LENGTH; CENTERED ON TREE, TYP ° vvvv v off° vvv. vv v vvvvvvvvv vvv vvvvvvvvvvv 5 vv � �, I ° °oho °o�ovbv vvvvvvvvvvvv vvv vvvvvvvvvvvv °ya° vvvv -` vvvvvv vvv vvvvvvbvvvvvv vvvvvvvv vvvvvvvvvvvvvvvvv vvvvvvvvvBvvvv vvvvvvv vvvvvv v vvvvvvvvvvv vwvvvvvvc `Nv ` ` V � vvvvv v vv v vv.vvvvv'vv vvvv°vvvv v vvv i' vvvvvvvv vvv vvv v vvv �- vvvvvvvvv vvvvvvc°v, n vvvv v ` vvv v O vvvvvvvvv v vv v vvvvvvv v vv v vvbvvvvv v v vvvvvvvvv vv vv vvRvvv.v 4 vvvvv vv ° vvvv vvvv v vvvvv v vv vvvv vvv vvv �� vvvvv vvv vvvv vvvvvvv � vvvvv� vvvvv v v v vvvvv v vvvv+Vv v vvvv v � � v vvvvv 7 O vvvvvvvvvvvvvv 2 GROUNDCOVER & SHRUB O°vvvv°°v° v°v°v°v°v°v°v° L-22 PLANTING ON A SLOPE TYP vvvvvv vvvvvvv vvvvvvv vvvvvvv vvvvvvvv vvvv vvvvvvv ��°v J vvvvvvv v vvvvvvv Q vvv vvv vvvvvvv vvvvvvv �!l L vvvvv vvvvvvv �} � vvvvvvv vvvvvvv �` vvvvvvv 0 °vvvv°°° EX STORM DRAIN INFRASTRUCTURE TYP vvvv°°° ��� °°°°°°°° � vvvvvvv 2 DECIDUOUS TREE PLANTING O LL vvvvvvvv vvvvvvvv �� vvvvvvv O vvvvvvvv C- vvvvvvv L-23 ON A SLOPE, TYP O O vvvvvvvv vvvvvv O vvvvvvvv vvvvvvvv p � vvvvv v 0 vvvvvvvv z � vvv vv 00 ����� vvvvvvv v vvvv vvvvvv 0 vvvvv vv vvvvvvv vti vvvvv vvv vvvvvvvvvvvv vv vvvvv OO v vvvvvvvvvvvvv vv vvvv vvvvv O O O vvvvvvvvvvvvvv° Vv vvvvv v v v vvv° 2 4" DEPTH ROOT BARRIER, vvvvvvvvvvvvvvvv vvv vvv vvvvvv v vvvv 000 O v°°°°vvvv°°°°vvvv °°v vvvv vvvv°° vvvv INSTALL 12 FT LENGTH; vvvvvvvvvvvvvvvv vvv vvvvvv vvvvvvv � ° , OO `vVV V vvvvvvvv°°° °°° o00000000000v °° CENTERED ON TREE, TYP O vvvv v vvvvv vvvvvvvvvvv vvvv a as 00 v vv\v�v vvvv vvvvvvvvvv vvvvvv vvvv b'vv�v v b v ° ° vvvvvvvvvv vv o c Y W vvvvvv vvvv vv v �� ��� vvvvvvvvvvvvv ,,-� vvvvvvv vvvvvvvvv vvvvvvvvvvvvv vvvvvvvv vvvvvvv °o, vvvv v LL LLL LLLLL vvvvvvvvvvvv vvvvvvv ``vvvv °°°°°°°°°°°` vvvvvvv PEDESTRIAN LIGHT, TYP ° vvv L LLL LLLLL vvvvvvvvvvv oov vvvvvvvvv a LL L LLL vvvvvvvv EQ vvvvvvv vvvvvvvv vvvvvvv vvvvvvvv o LL L LLL vvvvvvvv ^cam EQ� vvvvvvvv vvvvvvv vvvvvvvv a vvvvvvv vvvvvvvv LLL L LLL L vvvv°°° °°°°°°°° LLL LLL LLLLLLLL °vvvv°° vvvv°°° vvvvvvv � � vvvvvvvv vvvvvvv vvvvvv vv LLL LLL LLLLLLLL vvvvvvv, vvvvvvvvv vvvvvvVVVVVVv ,, vvvv vvv vvvvvv° vvv vvv Q LL LLL LLLLL vvvvvvv � vv vvvvvv i-LL LLL �L LLLL vvvv°° vvvvvvv vvv vv v vvv a4a LLL LLLLL LL o00000o vvvvvvvvvvv v LLLLLLLL vvvvvvv vvvvvvvv L LLL vvvvv vvvvvvvvv L °°° ° 1 COR BIORETENTION PLANTING STD - vvvvvvvvv , LLI� vvvvvvv vvvvvvvvvv -� LLL vvvvvvv L LLLL L vvvvvvv L-21 PLANS 2 2.00 & 262.50, TYP °°° vvvvvvvvvv , 4 vvvvv vvvvvvvvvv / a LL LLLL v v vvvv vvvvvvvvvvv FQ L vv� vv vvvvvvvvvvvv , vvvv v v vvvvvvvvvvv / vvvvvvv v vvvvvvvvvvvv vvvvvvvv vvvvvvvvvvvvv , 0 0 vvvvvvvvvvvvvv vvvvvvvvvv vvvvvvvvvv � vvvvvvvvvvvvvv °°°°°°°°°°°° IN GARDEN AREA SOIL PREP TYP °°°°°°°°°°°° °° vvvvvvvvvvvvvv vvvvvvvvvv vvvv a vvvvvvvvvvvvvv vvvvvvvv vvvvvvv a a v vvvvvvvvvvvvv L_�2O vvvvvv vvvvvvvvvvv COBBLE ROCK @ v v vvvvvvvvvvvvv v �O vvvvvvvvvvvvvv v vv°%vv vvvvv vvvvvv vv vvvvvvvvvvvvvvvvvv �vv�� ° vvvvvvvvvvvvvvvvvvv v v v EQ CULVERT OUTLET, vv V V VV vv °°0 vv vvvvvv ���((( vvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv vv TYP; SEE CIVIL DWGS vvvv °° °° °°°°°°° vvvv vv vv vvvvvvvv vvvvvvvvvvvvvvvvvvvvv v v > Q °°00000vvvv vv vvvvvvvvv vvvvvvvvvvvvvvvvvv v vvvvv a o vvvvvvvvvvvvvvvv vvvvvvvvv aa . v°vvvvvvvvvvvvvvvvvvvv 0L LL O Ovvvvvvvvvvvvvvvvvv vv o vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvv v vvvvvvvvvvvvvvvvvvvvvv 6�,, 01, Qvvvv vvvvvvvvv vvvvvvvvvvvvvvvvvvv 0 vvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv p STORM WATER CULVERT, LLLLLL °°°°°°°°° 2 DECIDUOUS TREE PLANTING ON A SLOPE TYP °°°°vvvv°°°°vvvvvv° vvvvvvvvv o vvvvvv vvvvvvvvvvvvvvvvvvv a 0 vvvvvvvvvv vv vvvvvvvvvvvvvvvvvvvvvvv TYP • SEE CIVIL DWGS a L L L L L 0 vvvvvvvvv ° L— �23 a L L L v F v vvvvvv 0 vvv \ vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvv r,— vv O v vvvvvvvvvvvvvvvvv Ovv vvvvv 4 OOO LL• ° vvvvv ° vv O O 00 °° vvvv ° v° vvvvvv vvvvvvvvvvvv 0 4 O O vvvvvv vvv 0 ^ vvvv vvvvvvvvvvvvvvv O O vvvv G vvvvvvvvvvvvvvvvvvv � vv vv vv O vvvvvvvvvvvvvvvvvvvvv vv v vvv vvv �� vvvvvvvvvvvvvvvvvvvv v vvv i vvvvv vvvvvvvvvvvvvvvv vvvvvvvv vvv vvvvvv vvvvvvvvvvvv vvvvvvvvvvvv vv vvvvvvv vvvvvvvv vvvvvvvvvvvvvvvvv O� O 00 000 vvv vv ° vvvvvvvvvvvvvvvvvvvvvv / v vvvvvvvvv v vvvvvvvvv ( O O vvvvvvvvvvvvvvvvvvvvvv / vvvvvvvvvvv iV Q� 0 �/ �/ �/ vvvvvvvvvvvvvvvvvlij O O vvv vvvvvvvvv° O00 vvvvvvvvvvvv V(/%/1 w / �< 0000 vvvv vvvvvvvvvv 1 /�' vvvvv co�+J / L o vvvvvvvvvvv _ P� o O co d ° vvvvvvvvvvvv / v v LLLL O vvvvvvvvvv GROUNDCOVER 8c SHRUB PLANTING ON A SLOPE TYP 2 _ LLLL00 vvvvvvvvvvvv L—J22 O O O vvvvvvvvvv v I 0 0 O. O O O D I ° vvvvvv vvvv v OLLL OO vvvvv vvvvvvv 6" Q O OOOO uj LLL vvv vvvvvvvvvvv / F CC 0O i °0 z vvvvvvvvvvvv Q 1 LLL o ° vvvvvvvvvvvvvv % \ CC o LLL ° vvvvvvvvvvvvvv s O0 vvvvvvvvvvvv v v O LL L L ° vvvvvvvvvvvvv° \ 2 PS vvvvvv vvvvvvvvv � 7 00 O 3 GROUNDCOVER & SHRUB Q � O O O L L<v vvvvvvvvvvvvvvvv � vvvvvvvvvvvvvv vvvvvvvvvvvvvvv i CEO O L O vvvvvvvvvvvvvvvv v` _ L— 22 PLANTING LAYOUT, TYP 7 COBBLE ROCK, TYP J vvvvvvvvvvvvvvv vv vvvvvvvvvvvvv vvvvv L-22 0 vvvvvvvvvv vvvvvvvv vvvvvvvv vvvvvvvvvvvv vvvvv vvvvvvvvvvvvvvv �d O O O °° v vvvvvvvvvvvvvvvvvv v O L L O vvvvvvvvvvvvvvvvvvvvv° vv vvv Ovvvvvvvvvvvvvvvvvvvvv vvvvvvv I NORTH OO O L L L L O O vvvvvvvvvvvvv vvv vvvvvvvvvvvvv a vvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvv 44 d LLLLL L O O vvvvvvvvvv vv vvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvv vvvvvvvvvvvvvvvv v v LLL L vv vvvvvvvvvvvvvvvvvvvvv vvv vvvvvvvvvvvvvvvvv . vvvvvvvvvvvvvvvvvvvv vvvvvvvv v vvvvvvvvvvvvvvv 4 O O O O O O L L L L L L vvvvvvvvvvvvvvv vvvvvvvvvvv vvvvvvvvvvvvvv 4 NORTH o Q 0 vvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvvvvv O LLLLL 00 vvv vvvvvvvvvvvv vvvvvvvvvvvvvv v O O000 LLLLL OOC�I vvvvvvvv vvv vvvvvvvvvvv v a 00000 O a 0000 LL LLLL w 00 00 LLLLL 00 o' s' i o' zo' / 0 000000 L L L� 0 0 0 0 O O L L LLLLL LLLLLLLLJL a SCALE PLANTING ENLARGEMENT -A NOT TO SCALE 7 COBBLE ROCK, TYP —22 �/�lO�+i I �T�* ••- O 0 3—PS i I OOOUK MICC�OG3D OG3LQ�0 �� of WASh,, J VO 2 CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 1 104/07/211SURVEYED: SCALE: CALL 2 BUSINESS DAYS BEFORE YOU DIG IRECORD DRAWINGS 1 104/16/211AS NOTED DESIGNED: B• Q THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE D. KOONTS Q 1 O O 42 4 - 5 5 5 5 ' CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS DRAWN: M. OVIIR/C. DIGGINS V i n o� �V ONE INCH �2cS' ESSIIBNTO O ITS ACCURACY, FOR OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: AT FULL SCALE UTILITIES UNDERGROUND LOCATION CENTER LANDSCAPE ARCHITECTURE 215 WESTLAKE AVENUE NORTH 2O6.682.3051 phone F� 8S G EXP. INCORPORATEDOTRESPONSIBLE HE REC RD DRAW NNOR DS AEREORS A. LUOMA IF NOT ONE INCH SCALE ACCORDINGLY SEATTLE, WA 98109 206.682.3245 fax Pl�L �gNDSCAPE NO. REVISION BY DATE I APPR APPROVED: D. KOONTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 47'-3" — C TY OF RENTON Community Services Dept. SUNSET NEIGHBORHOOD PARK PHASE 2 PLANTING ENLARGEMENTS R-406968 DATE: 08/27/2019 PAGE: DRAWING NO: L-18 SHEET: 6 $ 0R 7 7 ( ) 0)� W N 0 0 0) A V 1 0 11 0 11 I 0 Ld a � a.< 00 0 00 00 O C v a a b • RECEPTACLE BOLLARD 9 ALIGN WITH 2 SIDES OF L-7 PLANTER WALL; TOP OF FOOTING FLUSH WITH TOP OF PLANTER WALL r 41 11, 0 SE NOTE: 1. CONTRACTOR TO ENSURE WATER FLOWING FROM GAZEBO PLAZA VIA TRENCH DRAINS LANDS AS INTENDED ONTO SPLASH PAD BOLLARDS & COBBLE ROCK AREA BELOW. ,vvvvvvV vv� ,vvvvvvvvvvvV °°°°°°°°°°°° 5 PLANTING AREA SECTION vvvvvvvvvvvvvvvvv ,vvvvvvvvvvvvvvvvvvvvvv ,vvvvvvvvvvvvvvvvvvvvvvvvv� L— 2 0 vvvvvvvvvvvvvvvvvvvvvvvvvvvv°. y vvvvvvvvvvvvvvvvvvvvvvvvvvvvv v. v v v v v v v v v v v v v v v v v v v v v v v v v vvvvv. V. W vvv v v v v v v v v v v v v v v v v v v v v v v v v v v v v v ,. vvvvvvvvvvvvvvvvvv v v v v v v v v v v v v v v v v v V � W W W v v v v v v v v v v v v v v v vvvvvvvvvvvvvvvvvv --- v v v v v v v v v v v vvvvvvvvvvvvvvvvvv v vvvvvvv v v v v v v v v v v v v v v v v v v v v — v v v v v v v v v v v v v v v v v v v v v v v ('-�,GROUNDCOVER & SHRUB PLANTING, TYP O O °°°°°°°°°°°°°°°°°°°°°°°' O vvvvvvvvvvvvvvvvvvvvv. vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv� L_ 2 2 O vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv O O O O vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvv o O vvvvvvvvvvvvvvvvvvvvvv° vvvvvvvvvvvvvv\ 00000 TRENCH DRAIN, TYP;00 SEE NOTE 1 c 0 0 5 u 00 OO 0 a O W o 5 p O 3 SPLASH PAD I BOLLARD, TYP 0 O MOW STRIP 6 W W o 0 ., Q L-7 W W `Y o 0 O O a SOD LAWN AREA SOIL PREP TYP 2 W 411 L-J2O p W o 0 5 0 v p p `�' y' v v RAIN GARDEN AREA 3 °° °°°vvvvvvv vv vv vvvvv y O SOIL PREP, TYP —20 °° °vvvvvvvvvvv°v°° 0 O 7 COBBLE ROCK vvvvvvvvv O vvvvvvvvvv Cc) 0 0 0 o p v —22 a O p ^ v v v N LANDSCAPE 5 p 0 0 0 BOULDER, TYP �22 W a v o a 0 0 0 v n 4 0 �a��rQ�9da ' 01:1111 ) PLANTING ENLARGEMENT - C A'= % NOT TO SCALE 6 LANDSCAPE BOULDER -2 ON A SLOPE, TYP 0' 5' 10' 20' NORTH SCALE 0 vvvvvvv - 0 O vvvvvvvvvvvvvvvvvvv /a 00 O O O vvvvvvvvvvvvvvvvvvvv L_ 2 0 O O O O v ovvvvvvvvvvvvvvvvvvvvvvvvv �\ 0 D O 00 0 0 vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv a 0 O O�ovvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv o 0 0000 // / PROVIDE ADDITIONAL PLANTING SOIL SO vvvvvvvvvvvvvvv-- O O vvvvvvvvvvvv °°°°°°°°°°°°� THAT FINISH GRADE IS 4" BELOW RIM Ovv vvvvvvvvv vvvvvvvvvvvv� 0 0 O O O O �vvvvvvvvvvv� vvvvv°°° °°_ OF CONTAINER; PROVIDE WITH 4 DEPTH °°°°°°°° LAYER OF MULCH AFTER PLANTING, TYP 000� vvvvvv vvv°°- OO 'VVvvvv°°°°° 3 GROUNDCOVER & SHRUB PLANTING LAYOUT, TYP 1 PLANTING AREA SOIL PREP, TYP 0 0 0 0 vvvvvvvvvvv // 0 // vvvvvvvvv 00 O vvvvvv vvvvvv vvvvv°°° L-22 —20 O vvvvvvvvvvv vvvvvvvvvvvv vv vvvvvvvvv vvvv 00 vvvvvvvvv vvvvvv °°vvvvv 00 '�°°°°° 5 PLANTING AREA SECTION, TYP �avvvvvvvvvvvv Ovvvvvvvvvvv Ovvvvvvvvv L-20 O vvvvv° 0 vvv 3 4 v W 8 MULTI —TRUNK DECIDUOUS TREE PLANTING, TYP y L-22 0 ll` y ( 01 ) PLANTING ENLARGEMENT - B UNOT ,oSCALE 2— CAll 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 unun6 UNDERGROUND LocNnoN CENTER C HBB ' f LANDSCAPE ARCHITECTURE 215 WESTLAKE AVENUE NORTH 2O6.682.3051 phone SEATTLE, WA 98109 206.682.3245 fax 0' 1' 2' 4' 0' 5' 10' 20' fi fi 7m%==:mmmm7 NORTH SCALE NORTH SCALE PLANTING ENLARGEME�NT�-CONTAINER oFf WASH, B. voNc'Lc� ,J0ET �!?l 2 CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 1 /07/21 SURVEYED: SCALE: RECORD DRAWINGS 1 104/16/211DESIGNED: AS NOTED Q THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE D. KOONTS CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: oti �V OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS M. OVIIR/C. DIGGINS ONE INCH OR ITS ACCURACY, FOR OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: AT FULL SCALE 857 EXP. INCORPORATEDOTRESPONSIBLE REC RD DRAW NNOR AERRORS DS LUOMA IF NOT ONE INCH ��' 4,1 DSCP,? P NO. REVISION BY DATE APPR APPROVED. KOONTS SCALE ACCORDINGLY v % NOT TO SCALE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY 0E RENTON Community Services Dept. SUNSET NEIGHBORHOOD PARK PHASE 2 PLANTING ENLARGEMENTS R-406969 DATE: 08/27/2019 FIELDEI OK: PAGE: DRAWING NO: L-19 SHEET: 69 OF: 7 7 00 �' ^W 0 0 LEVEL WITH TOP OF ADJACENT CURB OR PAVING 11 UNDISTURBED EXISTING SOIL OR FILL COMPACTED TO 85% MAX DRY = DENSITY, TYP; VERIFY POSITIVE _ DRAINAGE PRIOR TO CONSTRUCTION STEP 1 SECTION STEP 1 EXCAVATE EX SOIL TO 24" DEPTH BELOW ADJACENT CURB OR PAVING. AVOID UNDERMINING ADJACENT CURB OR PAVING SUBBASE MATERIAL. REMOVE SUBBASE FILL MATERIAL FROM PLANTING AREA AND PROVIDE PERCOLATION TEST PER SPECS, PRIOR TO PROCEEDING TO STEP 2. STEP 2 3" DEPTH MULCH, INSTALL TOP OF BARK MULCH FLUSH WITH TOP OF ADJACENT CURB OR PAVING SOIL AMENDMENTS INSTALL PLANTS —\ STEP 3 STEP 2 APPLY SOIL AMENDMENTS TO SUBGRADE PER SUBGRADE SOIL TEST RECOMMENDATIONS STEP 3 SCARIFY TO A MIN 6" DEPTH. OWNER'S REPRESENTATIVE SHALL OBSERVE & APPROVE WORK PRIOR TO PROCEEDING TO STEP 4. PLANTING AREA SOIL PREP NOT TO SCALE 3" ARBORIST WOOD CHIP MULCH, INSTALL TOP LEVEL WITH OF MULCH FLUSH WITH TOP OF ADJACENT TOP OF CURB, PAVING OR EXISTING FINISH GRADE ADJACENT CURB, PAVING, OR FINISH GRADE OF BIORETENTION I I PER CIVIL I I DWGSG I I UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAXIMUM DRY DENSITY STEP 1 INSTALL PL I I I I 00 I I Qo r�: U STEP 2 STEP 3 STEP 1 SECTION EXCAVATE EXISTING SOIL TO 21 " DEPTH BELOW ADJACENT CURB OR UNDISTURBED EXISTING FINISH GRADE. AVOID UNDERMINING ADJACENT CURB OR PAVING SUBBASE MATERIAL. REMOVE SUBBASE FILL MATERIAL FROM PLANTING AREA AND PROVIDE SUBGRADE PERCOLATION TEST PRIOR TO PROCEEDING TO STEP 2. SCARIFY TO A MIN 6" DEPTH. COMPACT TO 85% MAX DRY STEP 4 STEP 5 STEP 4 INSTALL MIN 18" DEPTH OF PLANTING SOIL IN 6" LIFTS. WATER SETTLE/COMPACT EACH LIFT PRIOR TO INSTALLING THE NEXT LIFT. OWNER'S REPRESENTATIVE SHALL OBSERVE & APPROVE WORK PRIOR TO PROCEEDING TO STEP 5. STEP 4 STEP 5 DENSITY. OWNER'S REP SHALL REVIEW & APPROVE SCARIFICATION & COMPACTION PRIOR TO PROCEEDING TO STEP 4. STEP 3 INSTALL MIN 18" DEPTH OF BIORETENTION SOIL MIX. INSTALL IN 6" LIFTS. WATER SETTLE/COMPACT EACH LIFT PRIOR TO INSTALLING THE NEXT LIFT. REVIEW FINISH GRADE WITH OWNER'S REP PRIOR TO PLANTING. OWNER'S REP TO REVIEW & APPROVE LIFT RAIN GARDEN AREA SOIL PREP STEP 6 STEP 7 STEP 8 STEP 5 STEP 7 INSTALL 3" DEPTH COMPOST. INSTALL PLANTS. SCARIFY COMPOST TO A MIN 8" DEPTH. REVIEW FINISH GRADE WITH OWNER'S REPRESENTATIVE PRIOR TO PLANTING. PLACEMENT & COMPACTION PRIOR TO PROCEEDING TO STEP 5. STEP 4 INSTALL PLANTS. STEP 5 INSTALL MIN 3" DEPTH ARBORIST WOOD CHIP MULCH. NOTES 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2. SEE COR STD PLAN 262.60 FOR SOIL MATERIAL REQUIREMENTS INSTALL 3" DEPTH MULCH. NOTES 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. OF ADJACENT SOIL AMENDMENTS COMPOST FINISH `GRADE CURB OR PAVING ^ SOD LAWN SOIL N 00 co Lij Lo UNDISTURBED EXISTING SOIL OR w : i FILL COMPACTED TO 85% MAX DRY II=III II=III= II=III= II=III= II=III= Lo DENSITY, TYP; 11 1I I 1 1 11 1I I1 1 1 1 VERIFY POSITIVE _ 11-1 DRAINAGE PRIOR TO CONSTRUCTION STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 SECTION STEP 1 STEP 2 STEP 4 STEP 6 EXCAVATE EX SOIL TO 15" APPLY SOIL AMENDMENTS TO INSTALL MIN 12" DEPTH OF SCARIFY COMPOST TO A MIN 8" DEPTH BELOW ADJACENT CURB SUBGRADE PER SUBGRADE SOIL SOD LAWN SOIL IN 2 EQ LIFTS. DEPTH. REVIEW FINISH GRADE OR PAVING. AVOID UNDERMINING TEST RECOMMENDATIONS. WATER SETTLE/COMPACT EACH WITH OWNER'S REPRESENTATIVE ADJACENT CURB OR PAVING LIFT PRIOR TO INSTALLING THE PRIOR TO SODDING. SUBBASE MATERIAL. REMOVE STEP 3 NEXT LIFT. OWNER'S SUBBASE FILL MATERIAL FROM SCARIFY TO A MIN 6" DEPTH. REPRESENTATIVE SHALL STEP 7 SOD LAWN AREA AND PROVIDE OWNER'S REPRESENTATIVE OBSERVE & APPROVE WORK INCORPORATE DOLOMITE LIME & PERCOLATION TEST, PER SPECS, SHALL OBSERVE & APPROVE PRIOR TO PROCEEDING TO STEP STARTER FERTILIZER; THEN PRIOR TO PROCEEDING TO WORK PRIOR TO PROCEEDING 5. INSTALL SOD. STEP 2. TO STEP 4. 2 SOD LAWN AREA SOIL PREP NOT TO SCALE 6" WIDE X 12" DEEP GRAVEL BACKFILL FOR DRAINS (WSDOT 9-03.12(5)), ADJACENT AND ALONG PAVED EDGES ON DOWNHILL SLOPES, TYP CC(-`TInNI ADJACENT PAVING, SEE CIVIL DWGS WIDTH VARIES STEP 5 INSTALL 2" DEPTH COMPOST. NOTES 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. PROVIDE & INSTALL CONTINUOUS CROWN ALONG CENTERLINE OF PLANTING AREA; TAMP CROWN AT PLANTING STRIP ENDS TO MATCH 4:1 CROSS SLOPE, TYP PROVIDE 4:1 CROSS SLOPE, TYP ALL PLANTING AREAS 3" DEPTH MULCH; TOP OF MULCH SHALL BE 1 INSTALLED FLUSH TO TOP OF CURB AND SIDEWALK EX CONIC CURB & STREET OR PAVING VIV VI.) I VI\ULLI L/\ .J\JIL VI\ EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION PLANTING AREA SECTION NOT TO SCALE SEE CIVIL DWGS FOR PAVING DEPTH & GRADING, TYP 1 :1 SLOPE EA SIDE TYP; AVOID UNDERMINING BASE COURSE flI AIITINI/� Af7rn Cr, II nnrn R-406970 0) 00 CAI 0 0 0) Al u V1 Q0 0 11 I 0 11 0I I..I..I DocuSign Envelope ID-. 6EECF5B6-602A-4E4A-B436-A317AA638878 ROADWAY/ PARKING LOT FOR EDGE TREATMENT OPTIONS, SEE STD. PLAN 262.20 2% v TRANSITION ZONE SOIL, SEE STD. PLAN 262.20 2"-4" DEPTH ARBORIST WOOD CHIP MULCH, SEE NOTE 4 1V►IAT1=C- TOP OF BANK ELEVATION 1,1! iSNL! AfAwofflvi DESIGNER TO SPECIFY WATER STORAGE ELEVA BOTTOM WIDTH MIN. 18" 2"-12" PONDING DEPTH - 2.5 MIN. �. OVERFLOW TO STORM MAIN 12" MIN. ABOVE SEASONAL HIGH _ GROUNDWATER OR HYDRAULICALLY RESTRICTIVE LAYER 1. AVOID COMPACTION OF EXISTING SUBGRADE BELOW BASIN. OVERFLOW TRUCTURE PER STD. PLAN 262.40 UNLE S SPECIFIED OTHERWISE SIDEWALK OR LANDSCAPING SIDE SLOPE TREE, SEE NOTE 7 6" MIN. 6" MIN. FREEBOARD 1.5 / (-111-111-111 1 2.5 MIN. 18" MIN.".' ANGLE OF REPOSE BIORETENTION SOIL MIX (BSM), SEE NOTE 3 SCARIFIED AND UNCOMPACTED SUBGRADE, SEE NOTES 1 AND 2 GRAVEL BASE. SEE STD. PLAN 262.40 2. SCARIFY SUBGRADE TO A DEPTH OF 3 INCHES MINIMUM IMMEDIATELY PRIOR TO PLACEMENT OF BIORETENTION SOIL MIX (BSM) AND UNDERDRAIN AGGREGATE. 3. 18" MIN. BIORETENTION SOIL MIX ON BOTTOM AND SIDES TO TOP OF PONDING AREA. BIORETENTION SOIL MIX TO MEET STD. PLAN 262.60. 4. ARBORIST WOOD CHIP MULCH TO MEET STD. PLAN 262.60. 5. DO NOT USE FILTER FABRIC BETWEEN SUBGRADE AND THE BIORETENTION SOIL MIX. 6. MAXIMUM LONGITUDINAL SLOPE (ALONG DIRECTION OF FLOW) OF BIORETENTION SWALES SHALL BE 6%. 7. WHERE NOT CONFLICTING WITH REQUIRED CLEARANCES OR UTILITIES. TREES MAY BE LOCATED IN BIORETENTION. REDUCE BOTTOM WIDTH TO 6 INCHES MINIMUM AND INCREASE SIDE SLOPE TO 1.5HAV ADJACENT TO TREE. TREES TO BE LOCATED ONLY OUTSIDE OF LINER FOR LINED FACILITIES. GENERAL NOTES: 1. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS, STD. PLANS 265.00, 265.10, AND 265.20. AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS. 2. BSM PLACEMENT, GRADING, AND CONSOLIDATION SHALL NOT OCCUR WHEN THE BSM IS EXCESSIVELY WET OR HAS BEEN SUBJECTED TO MORE THAN 1/2" OF PRECIPITATION WITHIN 48 HOURS PRIOR TO PLACEMENT. EXCESSIVELY WET IS DEFINED AS BEING AT OR ABOVE 22% SOIL MOISTURE BY A GENERAL TOOLS AND INSTRUMENTS DSMM500 PRECISION DIGITAL SOIL MOISTURE METER WITH PROBE (OR EQUIVALENT). THERE SHOULD BE NO VISIBLE FREE WATER IN THE MATERIAL. THE CONTRACTOR SHALL PLACE BSM LOOSELY WITH A CONVEYOR BELT OR WITH AN EXCAVATOR OR LOADER FROM A HEIGHT NO HIGHER THAN 6 FEET, UNLESS OTHERWISE APPROVED BY THE ENGINEER (I.E., DO NOT DUMP MATERIAL DIRECTLY FROM TRUCK INTO CELL). COMPACT BSM USING NON -MECHANICAL COMPACTION METHODS (E.G., BOOT PACKING, HAND TAMPING, OR WATER CONSOLIDATION) TO 83% (± 2%) OF THE MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST (ASTM D1557), OR AS DIRECTED BY THE ENGINEER. 3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. PUBLIC WORKS BIORETENTION SECTION DEPARTMENT (NO UNDERDRAIN) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 262.00 GAZ 9/28/2018 1 is Works Administrator DATE COR BIORETENTION PLANTING STD PLANS 262.00 & 262.50 NOT TO SCALE n [F= (K�l Q) n [0 P n§�\ff � H a : 4 S DocuSign Envelope ID-. 6EECF5B6-602A-4E4A-B436-A317AA638878 �V 0 V Vl _-----------_PLANTING ZONES,______ SEE BELOW - I I I I I 2"-4" DEPTH ARBORIST I I I WOOD CHIP MULCH, SEE STD. PLAN 262.60 BOTTOM WIDTH SIDE SLOPE AT MIN. 18" TREE, SEE NOTE 1 ROADWAY ZSIDEWALK OR LANDSCAPING _7177777- 2"-12" PONDING - - DEPTH _ -11 I-1 I I-111=1 TRANSITION ZONE SOIL, /\\� i� -1r: =a,_;a •_,�,. _ ; = 'a�w �., SEE STD. PLAN 262.20 �// 6" 18 MIN . _ '• , - s • i \/ /\/ Tf / // BIORETENTION SOIL MIX, SEE STD. PLAN 262.60` IJ \M / //. ,`• '� � +/\�//ice/i� T wIIATCC. SCARIFIED AND UNCOMPACTED SUBGRADE 1. WHERE NOT CONFLICTING WITH REQUIRED CLEARANCES OR UTILITIES, TREES MAY BE LOCATED IN BIORETENTION. REDUCE BOTTOM WIDTH TO 6" MIN. AND INCREASE SIDE SLOPE TO 1.5H:1V ADJACENT TO TREE. TREES TO BE LOCATED ONLY OUTSIDE OF LINER FOR LINED FACILITIES. GENERAL NOTES: 1. ALL PLANTS SHALL BE SELECTED WITH A MAXIMUM MATURE HEIGHT NOT GREATER THAN 30-INCHES ABOVE THE TOP OF THE FACILITY, WITH THE EXCEPTION OF TREES AND ACCENT SHRUBS. 2. SEE STD. PLANS 262.00, 262.10, AND 262.20 FOR SECTION VIEWS OF BIORETENTION FACILITIES. 3. SEE THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) TABLE C.2.6.A FOR A SELECTION OF APPROVED WATER TOLERANT PLANTS. ADDITIONAL SPECIES ARE ALLOWED WITH CITY APPROVAL. 4. SELECT A MINIMUM OF 50% EVERGREEN PLANTS. 5. PLANTS ADJACENT TO STREET, DRIVEWAY, OR SIDEWALK SHALL BE SELECTED AND SPACED TO ALLOW ACCESS TO VEHICLES AND NOT IMPEDE PEDESTRIANS. 6. PLANTS SHALL BE SPACED TO ENSURE CLEAR ACCESS AND UNIMPEDED FLOW FROM INLETS, OUTLETS, AND OVERFLOWS. 7. CONTINUE MULCH FOR A MINIMUM OF 2-FEET PAST THE TOP OF BANK ELEVATION OR INSTALL LANDSCAPE EDGING IF FACILITY IS ADJACENT TO TURF, 8. PLANTING DESIGN SHOULD MINIMIZE COMPACTION OF BIORETENTION SOIL MIX THROUGH PLANNED MAINTENANCE ACCESS. ANNUAL PLANTS REQUIRING SOIL DISTURBANCE FOR HARVESTING (E.G., CARROTS) OR ANNUAL REPLANTING ARE NOT PERMITTED. 9. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. TABLE: PLANTING ZONES ZONE PLANT TYPE LOCATION PERENNIALS & LOW SHRUBS (PLANTS 0)EMERGENTS, THAT CAN TOLERATE STANDING WATER) FACILITY BOTTOM PERENNIALS & LOW SHRUBS (PLANTS OEMERGENTS, 2 THAT CAN TOLERATE OCCASIONAL STANDING LOWER SLOPE TO TOP OF PONDING WATER) OGROUNDCOVERS / SHRUBS UPPER SLOPE / SIDEWALK GRADE O O O ACCENT SHRU BASED (SELECTAPPROPRIATE SHRUB SIDEWALK GRADE / LOWER SLOPE / FACILITY BOTTOM OTREE UPPER SLOPE, SEE NOTE 1 `N" Y Ok 'PFNTON% PUBLIC WORKS DEPARTMENT BIORETENTION PLANTING - SECTION VIEW UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 262.50 APPR ED: GAZ 9/28/2018 Public Works Administrator DATE SUNSET NEIGHBORHOOD PARK PHASE 2 PLANTING DETAILS : 4 S R-406971 M 00) W N 0 0 0) An 0) 0 11 0 11 0 w 3" MULCH DEPTH; KEEP MULCH LAYER AWAY FROM FOLIAGE TOP OF ROOT LIGHTLY SCARIFY CROWN TO BE o ROOTBALL TO FLUSH WITH LOOSEN ROOTS FINISH GRADE PRIOR TO PLANTING FINISH GRADE PRIOR TO PLACING MULCH 0 Ld 0 j 1 :1 SLOPE ON SIDES m - OF PLANTING HOLE -I BACKFILL WITH PLANTING SOIL, THOROUGHLY WATER SETTLE UNDISTURBED EX SOIL OR EX SOIL COMPACTED PLANTING HOLE TO BE TO 85% MAX DRY 6" LARGER THAN DIA DENSITY; VERIFY OF ROOTBALL FOR POSITIVE DRAINAGE GROUNDCOVER, 12" PRIOR TO CONSTRUCTION LARGER THAN DIA OF ROOTBALL FOR SHRUBS SECTION GROUNDCOVER & SHRUB PLANTING NOT TO SCALE C n I Immmmmm""Im 11 ®Miles 5 0 w 1`0cQa 1­1(Lo �x w LANDSCAPE BOULDER, SEE PLANS FOR APPROXIMATE LOCATIONS & SIZES FINISH GRADE PRIOR TO PLACING MULCH OR COBBLE ROCK 4" DEPTH CRUSHED SURFACING —III BASE COURSE SECTION UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 95% MAX DRY DENSITY LANDSCAPE BOULDER NOT TO SCALE LANDSCAPE BOULDER, SEE PLANS FOR Q APPROXIMATE LOCATIONS & SIZES NLij FINISH GRADE PRIOR TO PLACING MULCH x OR COBBLE ROCK w w . m o 4" DEPTH CRUSHED SURFACING BASE COURSE SECTION UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 95% MAX DRY DENSITY LANDSCAPE BOULDER ON A SLOPE NOT TO SCALE 10M%\ff 0 m 2- zei 3" MULCH DEPTH. KEEP MULCH LAYER AWAY FROM FOLIAGE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION PLANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR GROUNDCOVER, 12" LARGER THAN DIA OF ROOTBALL FOR SHRUBS SECTION TOP OF ROOT CROWN TO BE FLUSH WITH o FINISH GRADE ' LIGHTLY SCARIFY ROOTBALL TO LOOSEN ROOTS PRIOR TO PLANTING FINISH GRADE PRIOR TO PLACING MULCH 2.5:1 MAX UPHILL & DOWNHILL SLOPES BACKFILL WITH PLANTING SOIL, THOROUGHLY WATER SETTLE SLOPE SUBGRADE TO PROVIDE POSITIVE WATER DRAINAGE GROUNDCOVER & SHRUB PLANTING ON A SLOPE NOT TO SCALE FEATHER TOP OF MULCH - TO TOP OF COBBLE PLANTING @ GAZEBO AREA 24" TOP OF 4" DIAMETER COBBLE ROCK TO BE SET 12" FLUSH WITH TOP OF j ADJACENT PAVING i j CONIC RAMP 5 2" i I OR LANDING, SEE i L-8 I a a \\ jx\ jam\ 24 -_ / / / / IIIIIIIII11 GEOTEXTILE FOR SEPARATION; WRAP - ALL SIDES; CUT 3" BELOW TOP OF GRANITE ROCK & TOP OF CURB SECTION COBBLE ROCK NOT TO SCALE — iiTi=li=li UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 95% MAX DRY DENSITY, TYP ol 3 r. D C'nC/�ICICfI ToIAINIt�I II A CENTER OF GROUNDCOVER OR SHRUB PLANTS, TYP UNLESS OTHERWISE NOTED IN PLANTING SCHEDULE 1 /2 SPECIFIED SPACING UNLESS OTHERWISE NOTED v a. ° Q D CURB, SIDEWALK OR PAVING EDGE, BUILDING OR MOW STRIP ° D o P LA N GROUNDCOVER & SHRUB PLANTING LAYOUT NOT TO SCALE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY 12" GREATER DENSITY, VERIFY POSITIVE DRAINAGE THAN DIA OF PRIOR TO CONSTRUCTION ROOTBALL E3 SECTION )F ROOT CROWN TO BE 1 " R THAN FINISH GRADE JLCH DEPTH GRADE PRIOR TO PLACING MULCH BACKFILL WITH PLANTING SOIL, WHEN HOLE IS HALF FILLED THOROUGHLY WATER SETTLE, THEN ADD REMAINING SOIL AND WATER SETTLE A SECOND TIME 1:1 SLOPE ON SIDES OF PLANTING HOLE AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 113 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT MULTI -TRUNK DECIDUOUS TREE PLANTING NOT TO SCALE R-406972 0) 00 N 0 0 0) I u 0) 0 11 0 n� Ld BARK MULCH TREE RING SHALL BE 7' DIA IN LAWN AREAS w M m 0 0 ow I I o� Ln m TREE TRUNK TREE TRUNK / --_ Y2"-1" WIDE WEBBED FABRIC TAPE (ARBOR TIE / OR APPROVED EQUAL), SECURE TO TREE STAKE 0 WITH #2 PENNY COMMON NAIL (ONE PER STAKE) TREE STAKE ROOTBALL LOOP DIAMETER SHALL BE 6"-B" GREATER THAN TREE TRUNK DIAMETER, SECURE LOOP PLAN WITH OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE (2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFERED TOP & 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALL WEBBED FABRIC TAPE TOP OF ROOT CROWN TO BE 1 " HIGHER THAN FINISH GRADE 3" MULCH DEPTH. KEEP MULCH 2 INCHES AWAY FROM TREE TRUNK. X. FINISH GRADE PRIOR TO PLACING MULCH BACKFILL W/ PLANTING SOIL; FILL Y2 OF PLANTING PIT AND o THOROUGHLY WATER SETTLE; PLACE FINAL Y2 OF PLANTING o z - SOIL AND THOROUGHLY WATER SETTLE, PROVIDE ADDITIONAL I PLANTING SOIL AS NEEDED TO BRING BACKFILL TO FINISH SIN GRADE AFTER SETTLING APPROX 1:1 MAX SLOPE ON SIDES OF PLANTING HOLE, SCARIFY SIDES THREE TIMES AND BOTTOM OF PLANTING HOLE UNDISTURBED EX SOIL OR EX DIA OF SOIL COMPACTED TO 85% ROOTBALL CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE MAX DRY DENSITY, VERIFY EXCAVATED MIN 6 FT BASKETS FROM ROOTBALL. COMPLETELY REMOVE NURSERY FABRIC POSITIVE DRAINAGE PRIOR TO SQ PLANTING PIT GROW BAGS; CUT BURLAP FROM TOP Y3 OF ROOTBALL AND REMOVE CONSTRUCTION SECTION CUT BURLAP FROM PLANTING PIT; REMOVE ITEMS AFTER PLACING TREE IN PLANTING PIT BARK MULCH TREE RING SHALL BE 6" OUTSIDE OF TREE STAKES TREE TRUNK w Q� cn = CD o w m m w -� 0 o it o z 775; UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION SECTION DECIDUOUS TREE PLANTING NOT TO SCALE 3 BARK MULCH TREE RING SHALL BE 6" OUTSIDE OF TREE STAKES TREE TRUNK / --_ Y2"-1" WIDE WEBBED FABRIC TAPE (ARBOR TIE / OR APPROVED EQUAL). SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) o TREE STAKE ROOTBALL LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER, SECURE LOOP WITH PLAN OVERHAND SLIPKNOT, PULLED AGAINST A SECOND TREE TRUNK OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE (2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFERED TOP Y & 6" CONICAL POINT BOTTOM. KEEP CLEAR OF ROOTBALL Q Cn WEBBED FABRIC TAPE o = o TOP OF ROOT CROWN TO BE 1 " HIGHER THAN FINISH GRADE \ .`.. 3" MULCH DEPTH J `. 2.5:1 MAX UPHILL & DOWNHILL SLOPES J = Q FINISH GRADE PRIOR TO 0 0 PLACING MULCH OR SOD o - m _ z -_ BACKFILL W/ PLANTING SOIL; FILL Y2 OF PLANTING PIT AND THOROUGHLY WATER SETTLE; PLACE FINAL Y2 OF PLANTING SOIL AND THOROUGHLY WATER SETTLE; PROVIDE ADDITIONAL PLANTING SOIL AS UNDISTURBED EX SOIL OR EX SOIL NEEDED TO BRING BACKFILL TO FINISH GRADE AFTER SETTLING COMPACTED TO 85% MAX DRY 12" GREATER SLOPE SUBGRADE TO PROVIDE POSITIVE WATER DRAINAGE DENSITY, VERIFY POSITIVE DRAINAGE THAN DIA OF ROOTBALL AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY PRIOR TO CONSTRUCTION REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP SECTION 1 /3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT •� DECIDUOUS TREE PLANTING ON A SLOPE Am NOT TO oG3D o�GE"ff0Hr� CALL 2 BUSINESS DAYS BEFORE YOU DIG HBB 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER LANDSCAPE ARCHITECTURE 215 WESTLAKE AVENUE NORTH 206.682.3051 phone SEATTLE, WA 98109 206.682.3245 fax 12" GREATER THAN DIA OF ROOTBALL CONIFER TREE PLANTING NOT TO SCALE I. WIDTH VARIES - SEE PLAN i. TREE TRUNK w y Q� cn = EX CONIC CURB oLij of & PERVIOUS CONICPATH n BARK MULCH TREE RING SHALL BE 6" OUTSIDE OF TREE STAKES UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION SECTION 12" GREATER THAN DIA OF ROOTBALL TREE TRUNK Y2"-1" WIDE WEBBED FABRIC TAPE (ARBOR TIE OR APPROVED EQUAL), SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) TREE STAKE ROOTBALL LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER; SECURE LOOP WITH OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE (2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFERED TOP & 6" CONICAL POINT BOTTOM; KEEP CLEAR OF ROOTBALL WEBBED FABRIC TAPE TOP OF ROOT CROWN TO BE 1 " HIGHER THAN FINISH GRADE 3" MULCH DEPTH FINISH GRADE PRIOR TO PLACING MULCH — BACKFILL W/ PLANTING SOIL; FILL Y2 OF PLANTING PIT AND THOROUGHLY WATER SETTLE; PLACE FINAL Y2 OF PLANTING SOIL AND THOROUGHLY WATER SETTLE; PROVIDE ADDITIONAL PLANTING SOIL AS NEEDED TO BRING BACKFILL TO FINISH GRADE AFTER SETTLING TREE PLANTING IN RAIN GARDEN NOT TO SCALE oFf WASH/ B. 2 CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 04/07/21 SURVEYED: SCALE: RECORD DRAWINGS 1 104/16/211DESIGNED: AS NOTED Q THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE D. KOONTS CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED DRAWN: oti �V OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS M. OVIIR/C. DIGGINS ONE INCH 41 OR ITS ACCURACY, FOR OR OMMISSIONS WHICH MAY HAVE BEEN CHECKED: AT FULL SCALE �o��ti `Z� 867 EXP• INCORPORATEDOTRESPONSIBLE REC RD DRAW NNOR AERRORS DS LUOMA IF NOT ONE INCH � �-%DECP"p P NO. REVISION BY DATE APPR APPROVED. KOONTS SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SLOPE ON SIDES OF PLANTING HOLE AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1 /3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT CITY OF RENTON Community Services Dept. TREE TRUNK Y2"-1 " WIDE WEBBED FABRIC TAPE (ARBOR TIE / OR APPROVED EQUAL). SECURE TO TREE STAKE 0 WITH #2 PENNY COMMON NAIL (ONE PER STAKE) TREE STAKE ROOTBALL LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER, SECURE LOOP WITH PLAN OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE (2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFERED TOP & 6" CONICAL POINT BOTTOM. KEEP CLEAR OF ROOTBALL WEBBED FABRIC TAPE TOP OF ROOT CROWN TO BE 1 " HIGHER THAN FINISH GRADE 3" MULCH DEPTH //-- 2.5:1 MAX SLOPES FINISH GRADE PRIOR TO PLACING MULCH —PLANTING SOIL, SOIL PREPARATION PER PLAN - MAX 2:1 SLOPE AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1 /3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT BACKFILL W/ PLANTING SOIL; FILL Y2 OF PLANTING PIT AND THOROUGHLY WATER SETTLE; PLACE FINAL Y2 OF PLANTING SOIL AND THOROUGHLY WATER SETTLE; PROVIDE ADDITIONAL PLANTING SOIL AS NEEDED TO BRING BACKFILL TO FINISH GRADE AFTER SETTLING SUNSET NEIGHBORHOOD PARK PHASE 2 PLANTING DETAILS R-406973 DATE: 08/27/2019 PAGE: DRAWING NO: L-23 SHEET: OF: 7 3 7 7 Cl? (5) 00 (\I 0 0 (5) A u VI 0 0 1. 0 n� LJ Ld IRRIGATION SCHEDULE POP-UP HEAD W/ TRIPLE SWING JOINT RISER SYMBOL MANUFACTURER/MODEL ARC PSI GPM+10% RADIUS/ WxL ® RAINBIRD 1812-SAM-PRS30-MPR-5Q 90 30 0.11 5' ® RAINBIRD 1812-SAM-PRS30-MPR-5H 90 30 0.22 5' ® RAINBIRD 1812-SAM-PRS30-U8F 360 30 1.16 8' ® RAINBIRD 1812-SAM-PRS30-U8H 180 30 0.57 8' ® RAINBIRD 1812-SAM-PRS30-U8Q 90 30 0.29 8' C RAINBIRD 1812-SAM-PRS30-U 1 OF 360 30 1.80 10' RAINBIRD 1812-SAM-PRS30-U 1 OH 180 30 0.90 10' RAINBIRD 1812-SAM-PRS30-U 1 OQ 90 30 0.45 10' O RAINBIRD 1812-SAM-PRS30-U 12F 360 30 2.86 12' RAINBIRD 1812-SAM-PRS30-U 12H 180 30 1.43 12' RAINBIRD 1812-SAM-PRS30-U 12Q 90 30 0.72 12' O RAINBIRD 1812-SAM-PRS30-U 15F 360 30 4.07 15' 0 RAINBIRD 1812-SAM-PRS30-U 15H 180 30 2.04 15' RAINBIRD 1812-SAM-PRS30-U 15Q 90 30 1.01 15' RAINBIRD 1812-SAM-PRS30-M PR- 15RCS 30 0.54 4' x 15' 0 RAINBIRD 1812-SAM-PRS30-M PR- 15LCS 30 0.54 4' x 15' 0 RAINBIRD 1812-SAM-PRS30-M PR- 15SST 30 1.33 4' x 30' 0 RAINBIRD 1806-SAM-PRS30-HE-VAN15 90 30 1.02 15' 0 RAINBIRD 1806-SAM-PRS30-HE-VAN15 180 30 2.04 15' RAINBIRD 1806-SAM-PRS30-HE -VAN 15 45-270 30 0.56-3.06 15' RAINBIRD F4-FC-6 360 50 6.05 49' Ilk RAINBIRD F4-PC-6 180 50 6.05 49' RAINBIRD FC-PC-6 90 50 6.05 49' RAINBIRD FC-PC-4 * 180 50 4.07 34' I" RAINBIRD FC-PC-4 * 90 50 4.07 34' * REDUCE RADIUS AT HEAD BY 15% ALL SPRAY NOZZLES IN TURF TO BE INSTALLED ON 4" POP-UP HEADS. ALL SPRAY NOZZLES INSTALLED IN SHRUB AND GROUNDCOVER PLANTING AREAS TO BE INSTALLED ON 12" POP-UP SPRAY HEADS. IRRIGATION ABBREVIATIONS PERCENT GPM GALLONS PER MINUTE PSI & AND IRR IRRIGATION REP @ AT L LENGTH S #/NO NUMBER MAX MAXIMUM SCH ABBV ABBREVIATIONS MECH MECHANICAL SPEC(S) ARCH ARCHITECTURAL MFRS MANUFACTURERS STD q_ CENTER LINE MIN MINIMUM T COR CITY OF RENTON OC ON CENTER TYP DIA DIAMETER OD OUTSIDE DIAMETER W DWGS DRAWINGS POC POINT OF CONNECTION W/ EX EXISTING PVC POLYVINYL CHLORIDE nIE(MMID lonlm�H(K_� IRRIGATION LEGEND 27 2 L-27 J24 J27 J24 J27 QYKAPr) I FAJ, DESCRIPTION PIPE SLEEVES (SCH 40 PVC) LATERAL LINE WITH SIZE (CLASS 200 PVC), SEE PIPE SIZE LEGEND 2Y2" MAINLINE (SCH 40 PVC) 1" QUICK COUPLING VALVE W/ KEY & HOSE SWIVEL RAINBIRD 44-LRC © IRRIGATION CONTROLLER - TORO SENTINEL CENTRAL CONTROL SYSTEM SB-48-WS1 -U; W/ BUILT-IN NETWORK/ETHERNET PORT & 450 MHZ RADIO/ANTENNA; PROVIDE ONE (1) SHHR (SENTINEL HAND HELD REMOTE) W/ BATTERY; SEE CALLOUT ON L-25 OR CIRCUIT NUMBER # GPM -4 VALVE SIZE RAINBIRD W/ BALL PEB AUTOMATIC CONTROL VALVE VALVE (SPEARS MVPBV6S) OR CIRCUIT NUMBER # GPM 1 .5" O RAINBIRD PEB-PRS-D AUTOMATIC CONTROL VALVE W/ PRESSURE REGULATOR (SET TO VALVE SIZE 55 PSI) & BALL VALVE (SPEARS MVPBV65) 1 4 @ 2" RED & WHITE BRASS -24 L-27 MANUAL GATE VALVE LATERAL PIPE SIZE LEGEND POUNDS PER SQUARE REPRESENTATIVE SLIP SCHEDULE SPECIFICATION(S) STANDARD THREAD TYPICAL WIDTH WITH I11[6l:l ROUND VALVE BOX, TYP NI(1TF-C- IRRIGATION NOTES 1. THERE IS A LOSS OF PRESSURE IN EACH PIPE FITTING DUE TO FRICTION. THESE LOSSES ARE COMPENSATED FOR BY ADDING TEN (10) PERCENT TO THE MFRS RATED GPM FOR EACH NOZZLE. 2. LOCATE AUTOMATIC CONTROL VALVES IN PLANTING AREAS AT POINT OF EASY ACCESS. OWNER'S REP TO REVIEW & APPROVE FINAL LOCATION OF ALL QUICK COUPLERS & AUTOMATIC CONTROL VALVES PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL COORDINATE IRRIGATION EQUIPMENT WITH PLANT MATERIAL, TO AVOID CONFLICTS, SPRAY BLOCKAGE & ANY OTHER ITEMS DEEMED APPROPRIATE BY THE OWNER'S REP. 4. EX STATIC PSI AT IRRIGATION METER IS 97 PSI. INFORMATION PROVIDED BY TODD BLACK, CITY OF RENTON, 1055 SOUTH GRADY WAY, RENTON, WA 98057; TELEPHONE (425) 430-6571 RECEIVED ON 01 /13/2015. PRIOR TO INSTALLATION OF IRRIGATION SYSTEM, CONTRACTOR SHALL FIELD VERIFY EX PSI @ EX PRESSURE REDUCING VALVE TO BE 85 PSI. NOTIFY OWNER'S REP OF ANY DISCREPANCIES BETWEEN THE DESIGN PSI & EX PSI PRIOR TO PROCEEDING WITH WORK. 5. SYSTEM DESIGNED TO 30 PSI (SPRAY AND ROTARY NOZZLE HEADS) & 50 PSI (ROTOR HEADS). 6. IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVING LOCATIONS WITH GENERAL CONTRACTOR. 7. DRAWING IS SCHEMATIC. ACTUAL LOCATIONS MAY VARY DUE TO PLANT MATERIALS OR EX CONDITIONS. 8. ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD & REVIEWED BY OWNER'S REP PRIOR TO INSTALLATION. LOCATE SLEEVES ON DIMENSIONED "AS -BUILT" DRAWING TO ALLOW FOR FUTURE LOCATION & USE. ON "AS -BUILT" DRAWING, MAINLINE SHALL BE DIMENSIONED FROM ROADWAY CURB @ 30' OC TO ALLOW FOR FUTURE LOCATION. 9. CONTRACTOR TO AIR BLOW IRRIGATION SYSTEM THROUGH QUICK COUPLERS TO WINTERIZE IRRIGATION SYSTEM IN FIRST SEASON. 10. CONTRACTOR TO PROVIDE CONTINUOUS IRRIGATION OF EX RAINGARDENS DURING CONSTRUCTION. 11. PHASE I IRRIGATION VALVES AND SPRAY BODIES STOCKPILED DURING DEMOLITION MAY BE RE -USED IN PHASE 2 IRRIGATION. RE -USED EQUIPMENT MUST BE CORRECT PRODUCT AND SIZE SPECIFIED IN PHASE 2 DRAWINGS IN ORDER FOR RE -USE. DAMAGED IRRIGATION COMPONENTS SHALL NOT BE RE -USED. SUBMIT TO OWNER'S REP FOR REVIEW & APPROVAL PRIOR TO REUSE. 12. CONTRACTOR TO PROGRAM NEW CONTROLLER TO OPERATE ALL EX & NEW VALVES. VALVES SHALL BE PROGRAMMED TO OPERATE IN SEQUENTIAL ORDER AS SHOWN ON PLANS. RECORD RUN TIMES FOR EX VALVES PRIOR TO REMOVAL OF EX CONTROLLER. NEW CONTROLLER SHALL USE RUN TIME SCHEDULES FROM EX CONTROLLER AT CORRESPONDING EX VALVES WHEN RECONNECTED. CONTRACTOR TO COORDINATE WITH OWNER'S REP TO PROGRAM RUN TIMES AT NEW VALVES. 13. CONTRACTOR TO PROVIDE CONTINUOUS IRRIGATION OF ALL EX PLANTING AREAS DURING CONSTRUCTION. PI 'ANI RECTANGULAR VALVE BOX, TYP EDGE OF CURB OR SIDEWALK 1. CENTER BOXES OVER VALVES. 2. VALVE BOXES SHALL ALWAYS BE LOCATED WITHIN PLANTING AREAS & ON OPPOSITE SIDE OF PLANTER BEDS FROM ROADWAY WHEN WITHIN PLANTING STRIPS. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND BOXES TO PREVENT DAMAGING VALVE BOXES. 5. AUTOMATIC & MANUAL CONTROL VALVES SHALL BE INDIVIDUALLY ENCLOSED IN A FIBERGLASS VALVE BOX W/ A LATCH LOCK COVER. THE BOTTOM SECTION IS TO BE SLOTTED SO AS TO EXTEND BELOW THE PIPE. EXTENSIONS SHALL BE ADDED AS REQUIRED TO MEET GRADES PER DETAILS. 6. BOTTOM OF VALVE BOXES SHALL BE COMPLETELY BLANKETED W/ GEOTEXTILE FOR SEPARATION. 7. PROVIDE 2 SETS OF ALL KEYS REQUIRED FOR VALVES, VALVE BOX COVERS, & PROTECTIVE SLEEVE COVERS UNLESS OTHERWISE NOTED. VALVE BOX LAYOUT NOT TO SCALE R-406974 A u NOTE: ALL SPRAY NOZZLES IN TURF TO BE INSTALLED ON 4" POP-UP HEADS. ALL SPRAY NOZZLES INSTALLED IN SHRUB AND GROUNDCOVER PLANTING AREAS TO BE INSTALLED ON 12" POP-UP SPRAY HEADS. MATCH LINE - SEE L-26 EX IRRIGATION POINT OF CONNECTION oop% CONNECT NEW MAINLINE TO EX MAINLINE AT EX GATE VALVE �M REMAIN; PROTECT EX N PLACE OR RECONNECT CUIT NO. 2 @ EX SLEEVE 0' 10' 20' 40' NORTH SCALE R-40697 /I ti" JJ (3) ^W l � 0 m0 V1 a U 0) 0 11 I 0 11 QI w nlF=(D:0)nl0 lonlm�H(K� CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER HBj§ (11C LANDSCAPE ARCHITECTURE ` 215 WESTLAKE AVENUE NORTH 206.682.3051 phone SEATTLE, WA 98109 206.682.3245 fax MATCH LINE - SEE L-25 WA of SH/,� . :T B. votic c� 2 CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 1 04/07/21 RECORD DRAWINGS 1 104/16/211 Q THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED U OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS NOT RESPONSIBLEACCURACY O ITTHEREC ORAEREORSSULOR OMMISSIONS WHICH MAY HAVE BEEN NOR ORATED RD DRAW NOS ,37 EXP. P� �DSCAPE NO. REVISION BY DATE I APPR SURVEYED: DESIGNED: J. HOWARD DRAWN: M. OVIIR/C. DIGGINS CHECKED: J. VONG APPROVED: D. KOONTS SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Community Services Dept. 0 NORTH ROTECT EX R RECONNECT @ EX SLEEVES 0' 10' 20' 40' SCALE SUNSET NEIGHBORHOOD PARK PHASE 2 IRRIGATION PLAN - SOUTH R-406976 DATE: 08/27/2019 PAGE: DRAWING NO: L-26 SHEET: OF: 76 77 A u V! Q0 0 11 i 0 I� Ld FINISH GRAI PRIOR TO PLACING SC OR MULCH MAR LEX MARLEX ELL —)L\-/ I I\,lIN ^r)-UP HEAD, ADJUST FINISH GRADE SOD LAWN AREAS, 3" SUB/GROUNDCOVER -AS )ISTURBED EX SOIL OR SOIL COMPACTED TO o MAX DRY DENSITY 1 80 PVC NIPPLES TO MATCH ROTOR 0 SIZE, TYP (8" MIN GTH, 45 DEGREE ANGLE FROM RIZONTAL POSITION) 2LEX ELL 40 PVC TEE OR (S X S X T) \ L_r_% 200 PVC LATERAL LINE POP-UP HEAD WITH TRIPLE SWING JOINT RISER C2 NOT TO SCALE VALVE BOX WITH LOCKING LID OR APPROVED EQUAL 1 " SOD LAWN AREAS, 3" SHRUB/GROUNDCOVER AREAS SCH 80 PVC NIPPLES SIZE TO MATCH GATE VALVE, TYP SCH 40 PVC — MAINLINE PIPE GRAVEL BACKFILL FOR DRAIN, SEE SPECS 6" MIN DEPTH, TOP OF GRAVEL FLUSH WITH BOTTOM OF VALVE BOX FINISH GRADE PRIOR TO PLACING SOD OR MULCH MANUAL GATE VALVE SCH 40 PVC ELL - SUPPORT VALVE BOX WITH FOUR III- BRICKS, TYP II— UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY SCH 40 PVC MAINLINE PIPE SCH 40 PVC ELL GEOTEXTILE FOR SEPERATION NOTES: 1. ALL MAINLINE PIPE UNDER PAVEMENTS SHALL BE SLEEVED. SEE DETAIL 3/L-27. 2. BACKFILL MATERIAL TO BE FREE OF ROCK OR DEBRIS LARGER THAN 1". ABSOLUTELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE. 1 " LAWN SOD AREAS, 3" SHRUB/ GROUNDCOVER AREAS FINISH GRADE PRIOR TO PLACING SOD, MULCH, OR SAFETY SURFACING if PLANTING SOIL OR :..: SOD LAWN SOIL N hi INSTALL DETECTABLE MARKING - CD TAPE ONLY ABOVE MAINLINE,DO NOT INSTALL OVER LATERAL LINES -''- 7(>.: PVC LATERAL LINE PVC MAIN LINE CONTROL WIRES FOR AUTOMATIC CONTROL VALVES 2 MIN ALL SIDES OF TAPED TOGETHER @ 10' OC, PIPE, TYP DO NOT TAPE TO PIPE COMPACTED BACKFILL MATERIAL SECTION MAIN AND LATE RA NOT TO SCALE 3M DIRECT BURIAL SPLICE KIT, TYP SCH 40 PVC FEMALE ADAPTER 30-INCH LINEAR LENGTH OF WIRE, COILED CLASS 200 PVC LATERAL LINE SCH 80 PVC CLOSE NIPPLE (4 ACROSS ASSEMBLY) - SUPPORT VALVE BOX - WITH FOUR BRICKS, TYP UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY SECTION 0NOMAN UAL GATE VALVE C5 T TO SCALE nlF=(D:o)nlo lonlm�H(K_� UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY L PIPE TRENCH VALVE BOX WITH LOCKING LID OR APPROVED EQUAL SCH 80 PVC TxT UNION TO LOOSEN OUTWARD AWAY FROM VALVE FINISH GRADE PRIOR TO PLACING SEED, SOD OR MULCH AUTOMATIC CONTROL VALVE SCH 40 PVC ELL GRAVEL BACKFILL FOR DRAIN, — 6" MIN DEPTH, TOP OF GRAVEL FLUSH WITH BOTTOM OF VALVE BOX SCH 80 PVC NIPPLES SIZE TO MATCH CONTROL VALVE, TYP - _ SCH 40 PVC TEE OR ELL - BALL VALVE GEOTEXTILE FOR SEPARATION SCH 40 PVC MAINLINE PIPE c 3 PAVING & BASE COURSE, SEE CIVIL DWGS AVEL BORROW, COMPACT 95% MAX DRY DENSITY H 40 PVC SLEEVE WITH MAINLINE D/OR LATERAL PIPE & CONTROL 2ES INSIDE SLEEVE INLINE AND/OR LATERAL PIPE, TYP .,�NTROL WIRES FOR AUTOMATIC CONTROL VALVES TAPED TOGETHER @ 10' OC; DO NOT TAPE TO PIPE SECTION PIPE SLEEVE UNDER PAVEMENT NOT TO SCALE 1 " LAWN SC 3" GROUND SHRUB ARE FINISH GRA[ TO PLACING OR MULCH QUICK COI, VALVE, CEO WITHIN BO> PLUMB VEF GEOTEXTILE FOR SEPERATIO� SCH 80 P\ MATCH QUI, VALVE SIZE SCH 40 PV SCH 40 PVV .JII\LLI LLL SECTION AUTOMATIC CONTROL VALVE C6 NOT TO SCALE SECTION QUICK COUPLING VALVE NOT TO SCALE Y4" STAINLESS STEEL "U" BOLT QUICK COUPLING VALVE 1 " DIA SCH 80 PVC PIPE N PIPE HARD SURFACE (PAVEMENT, WALLS, ETC) _ESS STEEL "U" BOLT DN VALVE SNUG TO FIT FARM FENCE POST - 0 QUICK COUPLER WITH 3 STEEL CLAMPS VALVE BOX WITH FOUR YP BACKFILL FOR DRAIN DEPTH) BED EX SOIL OR EX SOIL -D TO 85% MAX DRY DENSITY DVC MAINLINE DVC TEE OR ELL ..J\�II T� PVC STREET ELL R-406977 V u