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HomeMy WebLinkAboutzR-4036WFATHFIRLY INN RFNTON CONSTRUCTION DOCUMENTS RENTON, WASHINGTON REFER To R-4036149 W,,403601 , So*403601 FOR AS -BUILT INFORMATION Nanaimoo Richmonda Surrey "-' - I_a,i t,ad Grp d Forke '. oAhbotsford 3 Mt. r i _ Baker-Snoqualmie Colville h�.,., © National Farest National Forest VtCTOCI 1� I P Olympic T �; Wenatchee National Forest S National Park 31`4e Spokane Caeurd' se'atcin Olyrnpic * RENTON wen!Chee NationalForet frl`.'T WASHINGTON Moses Lake $' Lllenaburg Yakima iQ Muhland o A 063 ;4A TIGI:;V o ° Kennewick walla walla 1Nallawa-Wta;, , Hood River National Fore: PO ■nd, The' Ue Hll�.horoo t3 00 ,g Field _ r I,E Kubota Garden O eryn Mawr -Skyway 0 ® J o entor) CJ Tukwila \ 0000 ^Tukwila Family N Fun Center &.,. o - Cn < ei W5,5 m LLJ Q nnllia 7 ✓J 0- / r* C M N o �00 n 3 N U � i Z w �- � o E LLJ CALL BEFORE YOU DIG o co THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION N N AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL Cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. �Z LUA18-000011 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED JUNE 11, 2018. 2. THE APPLICANT SHALL SUBMIT AN AVERAGE GRADE PLANE EXHIBIT PER RMC 4-11-070 WITH THE BUILDING PERMIT APPLICATION THAT DEMONSTRATES THE HEIGHT OF THE BUILDING IS COMPLIANT WITH THE 44-FOOT MAXIMUM WALL PLATE HEIGHT AND 6-FOOT 4:12 ROOF PROJECTION. THE AVERAGE GRADE PLAN EXHIBIT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 3. THE APPLICANT SHALL CLEARLY IDENTIFY ON THE DETAILED LANDSCAPE PLAN SUBMITTED WITH THE BUILDING PERMIT THAT THE PERIMETER LANDSCAPING SCREEN BETWEEN THE PARKING LOT AND TALBOT ROAD S. CONTAINS THE MINIMUM RATES OF TREES, SHRUBS, AND GROUNDCOVER PLANTINGS AS IDENTIFIED IN RMC 4-4-070H.4. THE DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 4. THE APPLICANT SHALL CLEARLY IDENTIFY ON THE DETAILED LANDSCAPE PLAN SUBMITTED WITH THE BUILDING PERMIT THE DIMENSIONS OF EACH OF THE INTERIOR PARKING LOT LANDSCAPING AREAS AND THAT EACH AREA CONTAINS THE MINIMUM RATES OF TREES, SHRUBS, AND GROUNDCOVER IDENTIFIED IN RMC 4-4-070H.5. CREDIT FOR INTERIOR PARKING LOT LANDSCAPING WILL ONLY BE GIVEN TO THOSE AREAS MEETING THE 8-FOOT BY 12-FOOT MINIMUM REQUIREMENT. THE DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 5. THE APPLICANT SHALL PROVIDE A CROSS-SECTION EXHIBIT WITH THE DETAILED LANDSCAPING PLAN THAT DEMONSTRATES THE PROPOSED PLANTING SPECIES, RATE, AND LOCATION WILL PROVIDE THE REQUIRED VISUAL BARRIER AS IDENTIFIED IN RMC 4-4-070H.2 AND 3. THE DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 6. THE APPLICANT SHALL SELECT A STREET TREE FROM THE CITY'S APPROVED STREET TREE LIST AVAILABLE ON THE CITY'S WEBSITE FOR THE TALBOT RD. S. PLANTER STRIP. STREET TREE SPECIES AND SPACING SHALL BE SHOWN ON THE DETAILED LANDSCAPE PLAN TO BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT AND REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 7. THE APPLICANT SHALL SUBMIT A SEPARATE DETAILED PLAN SET IDENTIFYING THE LOCATION AND SCREENING PROVIDED FOR ALL SURFACE AND ROOF TOP UTILITY/MECHANICAL EQUIPMENT WITH THE BUILDING PERMIT APPLICATION. THE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 8. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES AT LEAST THE MINIMUM REQUIRED SQUARE FOOTAGE FOR REFUSE AND RECYCLABLES ENCLOSURE OR SUBMIT A FORMAL MODIFICATION FROM THE REFUSE AND RECYCLING STANDARDS PRIOR TO BUILDING PERMIT APPLICATION SUBMITTAL. ADDITIONALLY, THE APPLICANT SHALL SUBMIT A DETAIL SHEET THAT PROVIDES THE ENCLOSURE MATERIALS WHICH ARE CONSISTENT WITH THE ARCHITECTURAL DESIGN OF THE BUILDING CONTAINS A MINIMUM 6-FOOT HIGH SCREEN, AND THOSE APPLICABLE ITEMS AS IDENTIFIED IN RMC 4-4-090C. THE REVISED SITE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 9. THE APPLICANT SHALL OBTAIN LOT COMBINATION APPROVAL FROM THE CITY TO REMOVE THE INTERIOR LOT LINE OF THE SUBJECT PROPERTY RESULTING IN A SINGLE PARCEL FOR DEVELOPMENT. THE LOT COMBINATION DOCUMENT SHALL BE RECORDED WITH THE KING COUNTY RECORDER'S OFFICE PRIOR TO THE ISSUANCE OF THE PRINCIPAL BUILDING'S CERTIFICATE OF OCCUPANCY. 10. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES DELINEATION FOR THE PORTION OF THE PEDESTRIAN ACCESS THAT TRAVERSES THE SURFACE PARKING LOT. THE DELINEATION SHALL CONTRAST WITH THE SURFACE PARKING PAVING BY MATERIAL AND TEXTURE SUCH AS STAMPED CONCRETE, PAVERS, OR COMPARABLE MATERIALS. THE REVISED SITE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 11. THE APPLICANT SHALL SUBMIT A FENCE DETAIL SHEET AS AN EXHIBIT TO THE DETAILED LANDSCAPE PLAN WITH THE BUILDING PERMIT APPLICATION. THE DETAIL SHEET SHALL IDENTIFY THE HEIGHT AND MATERIALS FOR THE PROPOSED FENCE AND GATE AND COMPLY WITH RMC 4-4-080E. THE DETAIL SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 12. THE APPLICANT SHALL PREPARE A TOPOGRAPHIC SURVEY THAT CLEARLY DELINEATES THOSE AREAS MEETING THE PROTECTED SLOPE AND HIGH LANDSLIDE CRITERIA ALONG WITH THEIR ASSOCIATED BUFFERS AND SETBACKS AND ESTABLISH A PROTECTIVE EASEMENT PER RMC 4-3-050G.3.E.111. THE PROTECTIVE EASEMENT LANGUAGE SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING THE DOCUMENT WITH THE KING COUNTY RECORDER'S OFFICE. THE DOCUMENT SHALL BE RECORDED PRIOR TO THE CERTIFICATE OF OCCUPANCY FOR THE PRINCIPAL BUILDING. 13. THE APPLICANT SHALL SUBMIT A REVISED SOUTH ELEVATION SHEET WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES EXTERIOR BUILDING MATERIAL ARTICULATION ON THE SOUTH ELEVATION COMPARABLE TO THE TALBOT ROAD WEST AND NORTH ELEVATION - AREA 2 ELEVATIONS AS PROVIDED ON SHEET A3.0 OF EXHIBIT 7. ALTERNATIVELY, THE APPLICANT SHALL SUBMIT A REVISED SOUTH ELEVATION SHEET AND/OR LANDSCAPING DETAIL PLAN THAT DEMONSTRATES THE SOUTH ELEVATION WILL BE SCREENED VIA FENCING AND/OR LANDSCAPING AND DEMONSTRATES A SOUTH ELEVATION THAT IS VISUALLY BROKEN UP BY THE USE OF ALTERNATIVE ROOFING, BUILDING MATERIALS AND/OR COLORS. THE REVISED ELEVATION SHEET AND/OR LANDSCAPING DETAIL SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 14. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN WITH THE BUILDING PERMIT APPLICATION. THE LIGHTING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 15. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT PROVIDES PAINTED ARROW MARKINGS TO IDENTIFY DIRECTION OF TRAVEL WITHIN THE PARKING LOT VEHICLE AISLES. THE REVISED SITE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 16. THE APPLICANT SHALL PROVIDE DETAILS OF OFF-STREET BICYCLE PARKING FOR REVIEW AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL OR REQUEST A FORMAL MODIFICATION FROM THE BICYCLE PARKING REQUIREMENTS PER RMC 4-9-250D.2 PRIOR TO BUILDING PERMIT ISSUANCE. 17. THE APPLICANT SHALL PROVIDE A MIX OF EVERGREEN TREES AND SHRUBS AT THE BASE OF ALL RETAINING WALL SECTIONS THAT ARE 8 FEET IN HEIGHT AND ABOVE. THE TREES AND SHRUBS SHALL BE PLANTED AT A SIZE AND RATE SO THEY WILL PROVIDE AN IMMEDIATE VISUAL BUFFER AT THE TIME OF PLANTING. THESE RETAINING WALL PLANTINGS SHALL BE SHOWN ON THE DETAILED LANDSCAPE PLAN SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 18. THE APPLICANT SHALL PROVIDE A DETAIL SHEET ON THE DETAILED LANDSCAPE PLAN THAT INDICATES THE RETAINING WALL MATERIALS, WHICH SHALL BE BRICK, ROCK, OR OTHER MASONRY PRODUCT THAT COMPLEMENTS THE BUILDING AND PROPERTY. ,ot sports New Horizon sc THE DETAIL SHEET SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED APPROVED BY THE Regional 3ar 8 Grill- 0 Emery Medical center. Wlldland Park Emergency Room CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. s 180th St s i buts st S 43rri st LUA18-000647 1. THE APPLICANT SHALL PROVIDE SIX (6) ADDITIONAL BICYCLE PARKING SPACES WITHIN THE BUILDING FOR STAFF AND cx RESIDENT USE THAT MEET THE LOCATION, SPACE, AND DESIGN REQUIREMENTS OF RMC 4-4-080F.11.C. THE ADDITIONAL SPACES SHALL BE SHOWN ON A FLOOR PLAN SHEET WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND Coalfield APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. : 2. THE APPLICANT SHALL PROVIDE A BICYCLE RACK NEAR THE FRONT OF THE BUILDING THAT PROVIDES PARKING FOR A - MINIMUM OF FOUR (4) BICYCLES AND DOES NOT OBSTRUCT A PEDESTRIAN CONNECTION OR ENTRANCE TO THE BUILDING. THE High Valley 6 BICYCLE RACK SHALL MEET THE STANDARDS OF RMC 4-4 080F.11.B. THE RACK SHALL BE LOCATED ON THE SITE PLAN E-t R-1- SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. LUA19-000038 CL s4ett,l 1. THE APPLICANT SHALL CLARIFY AND ENSURE THAT THE REQUESTED SITE PLAN MODIFICATION WOULD NOT RESULT IN A DECREASE IN THE AMOUNT OF SIGNIFICANT TREE RETENTION DUE TO THE RELOCATION OF THE GARBAGE ENCLOSURE AND s a�tn St s a�tn St ADDITIONAL SURFACE PARKING SPACES. A REVISED TREE RETENTION PLAN THAT PROVIDES CLARIFICATION AND COMPLIANCE ,oa Morris Ave S WITH THE TREE RETENTION THAT WAS APPROVED WITH THE HEARING EXAMINER'S SITE PLAN DECISION SHALL BE SUBMITTED Maple Copper Ridge Apartments Q WITH THE CIVIL CONSTRUCTION PERMIT TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER Heights -Lake Cr $ 481h ST Desire ,b� PRIOR TO PERMIT ISSUANCE. S 48th St ;0 K 8 s oath St N d a, a �s°adefa"w°°d C CL TECHNICAL SERVICES ADVISORY NOTES s4A�%St m 1. ENCROACHMENTS ALONG THE SOUTH PROPERTY LINE WILL NEED TO BE ADDRESSED WITH ALL PROPERTY OWNERS. Q in 2. ROAD IMPROVEMENTS, UTILITIES AND LANDSCAPING ARE SHOWN ON AN EXISTING EASEMENT. THE APPLICANT DOES NOT HAVE x THE OWNERSHIP OF THIS LAND AND THEREFORE WILL NEED ADDITIONAL SUPPORTING DOCUMENTS WITH THE ADJACENT S501hSr PROPERTY FOR CONSTRUCTION, LONG TERM MAINTENANCE AND OTHER CONSIDERATIONS. 3. UTILITIES PER THE PROVIDED CIVIL PLANS SHOW PROPOSED UTILITIES ON THE ADJACENT PROPERTY AND THEREFORE WILL NEED ADDITIONAL SUPPORTING DOCUMENTS WITH THE ADJACENT PROPERTY FOR CONSTRUCTION, LONG TERM MAINTENANCE A PORTION OF SEC 31, T23N., R5E., W.M. RENTON, WA NTS AND OTHER CONSIDERATIONS. 4 ELECTRICAL EASEMENT RUNNING THROUGH THE PROPERTY AND ALSO UNDER PROPOSED BUILDINGS THE EASEMENT WILL NEED APPLICANT UTILITIES SITE INFORMATION RJ DEVELOPMENT WATER/SEWER: PARCEL NUMBER:312305-9067 401 CENTRAL STREET SE CIYT OF RENTON PUBLIC WORKS 312305-9094 OLYMPIA, WA 98501 RENTON CITY HALL SITE AREA: t4.63 ACRES PH: 360.528.3343 1055 S. GRADY WAY 202,476 SF CONTACT: FRANK DUROCHER RENTON, WA 98057 PH: 425.430.7423 DISTURBED AREA:173,642 SF CONSULTANTS PHONE: 3.99 ACRES SCJ ALLIANCE COMCAST GROSS IMPERVIOUS AREA: 120,662 SF 8730 TALLON LANE NE, SUITE 200 PH:800.934.6489 2.77 ACRES LACEY, WA 98516 POWER/GAS: 360.352.1465 PUGET SOUND ENERGY NET NEW IMPERVIOUS AREA: 120,662 SF CONTACT: ROSS JARVIS, P.E. PH:888.225.5773 2.77 ACRES SURVEYOR: IMPERVIOUS SURFACE COVERAGE: 59.6% BARGHAUSEN CONSULTING ENGINEERS, INC. BASIS OF BEARINGS: BUILDING COVERAGE:21.68% 18215 72ND AVENUE SOUTH KENT, WA 98032 THE BASIS OF BEARINGS IS THE PH: 425.251.6222 BEARING BETWEEN RENTON POINT BUILDING SIZE: 49,420 SF CONTACT: WILLIAM WORKMAN, P.L.S. 1227 AND RENTON POINT 1892, TAKEN AS NORTH 48'01'12" WEST, PARKING COUNT: 140 STALLS GEOTECH: BASED UPON NORTH AMERICAN EARTH SOLUTIONS NW, LLC. DATUM OF 1983 - NAD 83 (91) - ZONING: COMMERCIAL OFFICE (CO) 1805-136TH PLACE NE, SUITE 201 WASHINGTON STATE PLANE ALLOWED IMPERVIOUS SURFACE: BELLEVUE, WA 98005 COORDINATE SYSTEM, NORTH ZONE. MAX ALLOWED BUILDING COVERAGE:65% PH: 425.449.4704 CONTACT. SCOTT RIEGEL, L.E., L.E.G DATUM: NET DENSITY:31.53 UNITS PER ACRE SITE ADDRESS: NORTH AMERICAN VERTICAL SETBACKS: DATUM OF 1988 - NAVD 88 MINIMUM FRONT:10 4500 TALBOT RD S THE BENCHMARK IS RENTON MINIMUM SIDE:10' RENTON, WA 98055 POINT 2132, TAKEN AS 121.30 MINIMUM REAR: 15' FEET LEGAL DESCRIPTION: PARCEL A: THE SOUTH 5.5 ACRES OF THE NORTH 31 ACRES OF THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE KENT-RENTON COUNTY ROAD; EXCEPT THAT PORTION OF SAID 5.5 ACRES LYING WITHIN THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 31 AS DESCRIBED IN DEED TO THE STATE OF WASHINGTON, RECORDED JULY 14, 1958 UNDER RECORDING NO. 4921232;AND EXCEPT ANY PORTION, IF ANY, LYING WITHIN THE WEST HALF OF THE NORTH 5 ACRES OF THE SOUTH 9 ACRES OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 31;AND EXCEPT DEDICATED ROADS;AND EXCEPT ANY PORTION THEREOF LYING OUTSIDE OF THE BOUNDARIES OF THE TRACT OF LAND ACQUIRED BY JACK SPARKS AND WIFE, UNDER RECORDING NO. 4910771;AND EXCEPT THAT PORTION, IF ANY, WITHIN THE TRACT OF LAND ACQUIRED BY RAY LEWIS AND WIFE, UNDER RECORDING NO. 4445253; AND EXCEPT THAT PORTION, IF ANY, WITHIN THE TRACT OF LAND ACQUIRED BY GROVER SHERGRUD AND WIFE UNDER RECORDING NO. 5973181; AND EXCEPT THAT PORTION, IF ANY, LYING WITHIN THE TRACT OF LAND ACQUIRED BY ARTHUR SWANSON AND WIFE RECORDED NOVEMBER 17, 1995 UNDER RECORDING NO. 9511170724. PARCEL B: THAT PORTION OF THE NORTH 5.5 ACRES OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON LYING EAST OF THE JOHN LANGSTON CO. ROAD, DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 31; THENCE ALONG THE EAST LINE OF SAID SECTION, NORTH 115'13" EAST A DISTANCE OF 659.00 FEET; THENCE ALONG THE NORTH LINE OF SAID 5.5 ACRES NORTH 89'00'28" WEST A DISTANCE OF 667.65 FEET TO THE WEST LINE OF A GRAVEL PIT AND TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'00'28" WEST 481.00 FEET; THENCE SOUTH 0'21'10" WEST 181.16 FEET TO THE SOUTH LINE OF SAID NORTH 5.5 ACRES; THENCE ALONG SAID SOUTH LINE SOUTH 89'00'13" EAST 480.99 FEET TO THE WEST LINE OF SAID GRAVEL PIT; THENCE ALONG SAID WEST LINE NORTH 0'21'10" EAST 181.19 FEET TO THE TRUE POINT OF BEGINNING. PARCEL B1: AN EASEMENT FOR ROADWAY PURPOSES, OVER AND ACROSS THE SOUTH 20 FEET OF SAID NORTH 5.5 ACRES; EXCEPT THE EASTERLY 4.7 ACRES THEREOF, IN KING COUNTY, WASHINGTON. <Z_ D.JgR, 0� �F WASF/I c�js �P O cn Z O4366 AS �FGI STEREO SIGNAL 06/19/20191 NO. TO BE VACATED PRIOR TO FINAL RECORDING OR AS REQUESTED BY PROJECT MANAGER. 5. LOT COMBINATION IS REQUIRED BASED ON THE PROPOSED SITE PLAN. TREE PROTECTION NOTE: 1. TREE PROTECTION FENCING FINAL LOCATIONS ARE SUBJECT TO FIELD VERIFICATION. BUILDING PERMIT SUBMITTAL #2 R.E.W. 05 01 19 R.D.J. sURVEYED: SCALE* VERTICAL* NANO 1988 CITY OF BUILDING PERMIT SUBMITTAL 3 R.E.W. 06 19 19 R.D.J. DESIGNED: 1 M=1 s HORIZONTAL• NAD 18t33/1891 (T. K. MELVIN RENTON DRAWN: S. . . ORDONEZ ONE INCH CHECKED: DATUM R. JARVIS AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY R. JARVIS SHEETINDEX SHEET NO. SHEET TITLE SHEET DESCRIPTION 1 CV-01 COVER SHEET 2 GN-01 GENERAL NOTES AND LEGEND 3 EX-01 EXISTING CONDITIONS MAP 4 EC-01 TESC AND DEMOLITION PLAN 5 EC-02 TESC NOTES AND DETAILS 6 SP-01 SITE IMPROVEMENT PLAN 7 SP-02 SITE IMPROVEMENT NOTES AND DETAILS 8 SP-03 SITE IMPROVEMENT DETAILS 9 HC-01 HORIZONTAL CONTROL PLAN 10 CG-01 OVERAL GRADING PLAN 11 CG-02 ENLARGED GRADING PLAN 12 CG-03 ENLARGED GRADING PLAN AND DETAILS 13 CG-04 GRADING SECTIONS 14 UT-01 COMPOSITE UTILITY PLAN 15 SD-01 STORM DRAINAGE PLAN 16 SD-02 STORM DRAINAGE PROFILES 17 SD-03 STORM DRAINAGE PROFILES 18 SD-04 STORM DRAINGE DETAILS 19 SD-05 STORM DRAINAGE DETAILS 20 SD-06 STORM DRAINAGE DETAILS 21 WT-01 WATER PLAN 22 WT-02 WATER PROFILES 23 WT-03 WATER PROFILES 24 WT-04 WATER PROFILES 25 WT-05 WATER NOTES AND DETAILS 26 WT-06 WATER DETAILS 27 SS-01 SEWER AND GAS PLAN 28 SS-02 SEWER PROFILES 29 SS-03 SEWER NOTES AND DETAILS 30 SS-04 SEWER DETAILS 31 FR-01 FRONTAGE IMPROVEMENT PLAN 32 FR-02 FRONTAGE CHANNELIZA11ON PLAN 33 FR-03 FRONTAGE IMPROVEMENT DETAILS 34 FR-04 FRONTAGE IMPROVEMENT DETAILS 35 TP-01 TREE PRESERVATION PLAN 36 LS-01 OVERVIEW PLAN 37 LS-02 VIEW A - LANDSCAPE PLAN 38 LS-03 VIEW B - LANDSACPE AND LAYOUT PLANS 39 LS-04 VIEW C - LANDSCAPE AND LAYOUT PLANS 40 LS-05 VIEWS D & E - LANDSCAPE AND LAYOUT PLANS 41 LS-06 VIEW F - LANDSCAPE AND LAYOUT PLANS 42 LS-07 VIEW G - LANDSCAPE AND LAYOUT PLANS 43 LS-08 POTS AND PLANTINGS 44 LS-09 PLANT MATERIAL LIST 45 LS-10 DETAILS AND SPECIFICATIONS 46 LS-11 DEAAILS 47 LS-12 DETAILS 48 IR-01 WEST - IRRIGATION PLAN 49 IR-02 EAST - IRRIGATION PLAN 50 IR-03 IRRIGATION DETAILS 51 IR-04 IRRIGATION DETAILS AND SPECIFICATIONS F NAL FIRE AUTHORITY^TotiAPPROVED (."' 'FAPP 07/16/2019 "" R-403601 IN COMPLIANCE WITH CITY OF RENTON STANDARDS F DEVELOPMENT ENGINEERING SURFACE WATER UTILITY jchavez 07/16/2019 jfarah 07/12/2019 ' WATER UTILITY :01 F WATER UTILITY agafour 07/12/2019 wler 07/12/2019 L :0 DATE WEATHERLY INN RENTON IFIELD4500 TALBOT RD S PAGE. OK: P RENTON, WA 98055 DRAWING NO: COVER SHEET cV-01 SHET. OF: 1 51 SCJ ALLIANCE ABBREVIATIONS � GENERAL CONSTRUCTION NOTES: p 1. ALL WORK, WORKMANSHIP AND MATERIALS FOR THIS PROJECT SHALL MEET OR p EXCEED THE MOST CURRENT VERSION OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. IF THERE IS A CONFLICT BETWEEN THE SPECIFICATIONS, THE MOST RESTRICTIVE REFERENCE SHALL BE ADHERED TO. W F.— 2. ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO INCLUDING OSHA, WISHA AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK AND TO SCHEDULE REQUIRED INSPECTIONS. ANY REQUIRED INSPECTION TEST WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR SHALL PROVIDE A TWO—YEAR WARRANTY ON ALL WORKMANSHIP AND MATERIAL FOLLOWING ACCEPTANCE OF THE PROJECT BY THE OWNER. 5. THE APPROVAL OF THESE PLANS BY THE CITY OF RENTON DOES NOT RELIEVE THE CONTRACTOR OR DEVELOPER OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER GOVERNING AGENCIES. 6. CAUTION — NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 1-800-424-5555 48 HOURS PRIOR TO PLANNED EXCAVATIONS. 7. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON COMPILED SURVEY DATA. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE. 8. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINTS OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 9. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 11.THE CONTRACTOR SHALL PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER ACCORDING TO AGC STANDARD GUIDELINES AND BEST MANAGEMENT PRACTICES (BMP'S). 12. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY STORM WATER MANUAL, THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 13. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO PRIVATE AND/OR PUBLIC PROPERTY. 14. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND PER THE APPROVED TRAFFIC CONTROL PLAN. 15. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF THESE AREAS. 16.OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHALL COOPERATE AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR COMPLETION OF WORK BEING PERFORMED BY OTHER CONTRACTORS. 17. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF RENTON AND THE PROJECT OWNER. 18. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE CONSTRUCTION" STATE OR BETTER. 19. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES AND BUSINESSES 0 SHALL BE MAINTAINED AT ALL TIMES. Z 20. GROUNDWATER EXIST ON —SITE, SEE GEOTECHNICAL ENGINEERING STUDY BY EARTH CD SOLUTIONS NW, LLC, DATED AUGUST 3, 2017 NJ O CO 00 K0 CV 0 0 Ld U Ld m m Z W (/) Q 2 CL Z V) 0 0 z w cn 0 z w C M N O N C+O 3 C14 0 j U � L Z w N a- � 0 uj CALL BEFORE YOU DIG CD co THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION N CV AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. �Z 55D-�gR �O� �F WASF/I c�js �P O cn Z o' O4366 AS �FGI STEREO S10NAL 06/19/20191 NO. REFER To R,,4036149 IWi­403601 , So*403601 FOR AS -BUILT INFORMATION BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION R.E.W. 05/01/191 R.D.J. suRVEYEO: R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPROVED: R. JARVIS & AND FDC FIRE DEPARTMENT CONNECTION D ANGLE FDN FOUNDATION t APPROXIMATELY FES FLARED END SECTION ® AT FF FINISH FLOOR CENTERLINE FG FINISH GRADE ELEVATION ' DEGREE FH FIRE HYDRANT = EQUALS FIN FINISH(ED) ' FOOT FL FIRE LINE/FLANGE > GREATER THAN FT FOOT/FEET " INCH # NUMBER G GAS % PERCENT GALV GALVANIZED GB GRADE BREAK AC ASPHALTIC CONCRETE GRND GROUND ADD'L ADDITIONAL GV GATE VALVE ADJT ADJACENT AFF ABOVE FINISH FLOOR HH HANDHOLE AP ANGLE POINT HP HIGH POINT ELEVATION APPROX APPROXIMATE HORIZ HORIZONTAL ARCH ARCHITECT HT HEIGHT ATB ASPHALT TREATED BASE COURSE IE INVERT ELEVATION AVE AVENUE IN INCH BC BOTTOM OF CURB ELEVATION JB, J—BOX JUNCTION BOX BCR BEGIN CURB RETURN JT JOINT TRENCH BFV BUTTERFLY VALVE BGS BELOW GROUND SURFACE kV KILOVOTS BLK BLOCK(S) kW KILOWATT BLDG BUILDING KWH KILOWATT HOURS BM BENCHMARK L LENGTH BVC BEGIN VERTICAL CURB BW BOTTOM OF WALL ELEVATION LB(S) POUND(S) C CONDUIT LF LINEAR FEET CB CATCH BASIN LP LOW POINT ELEVATION CF CUBIC FEET LT LEFT CIRC CIRCUIT, CIRCULAR, TION) MAX MAXIMUM CIP CAST —IN —PLACE MFR MANUFACTURER CIP MON CAST —IN —PLACE MONUMENT MH MANHOLE CJ CENTER JOINT MIN MINIMUM, MINUTE CENTER LINE MISC MISCELLANEOUS CL CROWNLINE MON MONUMENT IN CASE CLR CLEAR CO CLEANOUT N NORTH, NORTHING COMM COMMUNICATION N/A NOT APPLICABLE COMPT COMPACTED NE NORTHEAST CONC CONCRETE NEMA NATIONAL ELECTRICAL MANUFACTURES CONST CONSTRUCT ASSOCIATION CONT CONTINUE, ED, OUS, ATION) NIC NOT IN CONTRACT COORD COORDINATE NO, No NUMBER CSBC CRUSHED SURFACING BASE COURSE NTS NOT TO SCALE CSTC CRUSHED SURFACING TOP COURSE NW NORTHWEST CULV CULVERT OC, oc ON CENTER CU YD CUBIC YARD OD OUTSIDE DIAMETER D/W DRIVEWAY OSHA OCCUPATIONAL SAFETY & HEALTH DEF DEFLECTION ADMINISTRATION DEG DEGREE P POWER, POWER VAULT DEMO DEMOLISH/DEMOLITION PC POINT OF CURVATURE DIA DIAMETER PCC POINT OF COMPOUND CURVE DIM DIMENSION(S) PED PEDESTAL DIP DUCTILE IRON PIPE PI POINT OF INTERSECTION DR DRIVE R PROPERTY LINE DWG(S) DR WINGS) POC POINT OF CONNECTION E EAST OR ELECTRICAL PP POWER POLE EA EACH PRC POINT OF REVERSE CURVATURE ECR END CURB RETURN PROP PROPERTY EHH ELECTRICAL HANDHOLE PSE PUGET SOUND ENERGY EL, ELEV ELEVATION PSI POUNDS PER SQUARE INCH ELEC ELECTRIC(AL) PT POINT OF TANGENCY ENGR ENGINEER PVC POINT OF VERTICAL CURVE EOP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTERSECTION EQ EQUAL(LY) PVT POINT OF VERTICAL TANGENT EQUIP EQUIPMENT PVMT PAVEMENT ESMT EASEMENT PWR POWER EVC END VERTICAL CURVE QTY QUANTITY EX, EXIST EXISTING EXP EXPANSION 1 "=1 ' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY R RADIUS RD ROAD, ROADWAY REF REFERENCE REINF REINFORC(E, ED, ING, MENT) REQ'D REQUIRED REV REVISION RIM STRUCTURE RIM ELEVATION RT RIGHT R/W, ROW RIGHT OF WAY S SOUTH OR SLOPE SCHED SCHEDULE SD, SDMH STORM DRAIN, STORM DRAIN MANHOLE SE SOUTHEAST SECT SECTION(S) SHT SHEET SP SPRINKLER SQ SQUARE SQ FT SQUARE FEET SQ IN SQUARE INCH SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STD STANDARD STRUCT STRUCTURE(E, AL) SW SOUTHWEST SYS SYSTEM T TELEPHONE OR TELEPHONE VAULT TBD TO BE DETERMINED TBM TEMPORARY BENCH MARK TC TOP OF CURB ELEVATION TELE TELEPHONE TEMP TEMPORARY TW TOP OF WALL ELEVATION TP, T/P TOP OF PIPE TYP TYPICAL UDG UNDERGROUND VAP VERTICAL ANGLE POINT VC VERTICAL CURVE VERT VERTICAL VOL VOLUME W WEST, WIDTH, WIDE OR WATER W/ WITH W/0 WITHOUT WM WATER MAIN OR WILLAMETTE MERIDIAN WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WV WATER VALVE XFMR TRANSFORMER R-403602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORIZONTAL NAD 1983/1991 CITY 0 F FIELDBOOK: ,.T WEATHERLY INN RENTON RENTON 4500 TALBOT RD S PAGE. RENTON, WA 98055 DRAWING NO: DATUM Planning/Building/Public Works Dept. GN-01 GENERAL NOTES AND LEGEND SHEET. 2 OF:51 C„) O It A W s I x w NJ O co I" Ir) clIj 0 Q w m m Z w Q = 0- 0 Z v) 0 _ 0 Z LL.I /n Z 0 Z L>_I 0� 3n 0� U � L Z w a)M N ,Z � 0 LLJ E L� an �� I� 00C, CDco cV N �� 0 N LJJ O 0 N � c i POWER POLE w/UG DROP wAUMINAIRE FND 4"X4" CONIC POST MONUMENT IN CASE w/1-1/2" BRASS PLUG "RENTON 1227" (7/11/17) TEL MH FND 4"X4" CONIC POST PC MONUMENT IN CASE w/ BRASS PLUG S ��,u. OE S S\,RR� "? P BOOR__mI nF J `� `� BUILDING OVERHANG , k��I 0,,0`�°'01 Y Y,403609 1 SA0360 1 FO CONCRETE BUILDING OVERHANG 0p \111 EDGE OF I BUILDING ;; -_ _=.=. --- _------ - --- '--__ - -___CQNGRETE_:_--_ - _ ;I ;I -OVERHANG--i " - _ I , ' , , ' , ' , _�.- - - = ... T ,_ _-- T = I EXISTING BUI! 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I I I 1 1, - - -------- - O I ON I I ' 1 , I -' ,-'' '' .'' I I I I N' I.'I . ,, ,' , ,' ,° ',/1'4 , - _-- ==--IFI'1LL$ ,- --- '+-- ------ ---- / , 1 ,;, %" ;'/ ; ;' , ' %I , I , ' I I I, I _ _ WOOD FENCE w$"'' -� _ _ .� 0 I , ; !:1• , ---X- �_ SCAPE EDGE.' �, I , ,' - _ - _ _ _ _-- "'BOfI.DIN,(z '��t, I N n , I I , I , ' ' 1 I - - - 1 v _ _ _ _ _ --LANDSEAfiE - - _ _ _ \ ,' ,RbEN,AV/�):1' 6 I.I I" III --- �_�, _�-G-;:.� �' I BIRO' FEEC�ER. 01 2; N89' 01' 12.00"W _ _ " , , ,. T - - - 8 ---�- - - I ° 12 _ �E1RF1DE-0. iJ1�8=" Q flIUiIG- ,, \ . ' ' ; WORI�H; QF'NJ� ' ' ; ; I -- _ ---_ - - - N - #I I III I II ;� _ L 7 II ��-�-� ,,,' / , I ,l(')'I ; , ' I 1 I`• Io I ; $11I�D11 i =z=_ �. _ _ _ _---------- --- /b 630.55� - - - - - * 'Im" 4 II I I ` • 1 %0 H 1L - i� : C - - - - 1 � - LANDSCA G1 t . - � ; I VER ANG' ` - - ' BI +I ' ' • - � _ = I ' - - r= . - OGK ;WALL; xi III II o ►► ; II ; II o II II II o II II I II o II I II 1 11 II I II I _ ,I'- of ;k; . ,I U. 341�1 ; ,'' , I gg ,, �, #1r�1 ,L: I yl �, � I d " ' ,I' ."41 FH + I i III I I I III - If ,;1 I 1 I L , , _ -- �-w I, NO PARKING/BIKE LANE/HOSPITAL AHEAD SIGN I I II I I( - - �'15 -"� - 80 :�8 �5 " ' 119 - r. _ _DECK - - i _ - - - _ - I _ -_ = = - - -- t I ; ; ' N : � ; 1, ' f' � ;. SOUTH END OF WOOD FENCE S70PS 'AT PROPERTY LIN N 13VERI � S s .� :. s- - - - - _ _ • _ _' _ _ = J 1 . _ - _ =_ \ I I I II', I - -_ ,1 -I -==-- - [_ = - �` - , -�--� I:k�— -- _ --- - ' ' I I ,,v \ II. II '� �� LANDSCAPE � STEPS , _.t', '' \ I�•: II I� 1 t EXTRUDED CURB KEYSTONE LANDSCAPE ` ` `t 11 I I I;'' II I�:1: ' % LIGHT/ J-DOX PAVERS WALLS PAVER WALK w/HANDRAIL I I - SSMH EXTRUDED CURB �' I\ t I ,'I �1 I `,I� :..I I`? ROCK RETAINING WALL LEGEND I I t�� B \ % !:`.. --I I II WI III `l �, % I TALBOT PARK CONDOMINIUM I.:: I II ZI III:..: I ;' "' a ; ; REC. NO. 9706041221 1.:.:�I I z ���\►I %1, , - - PROPERTY LINE - EXISTING GAS LINE � EXISTING POWER POLE 11. \�I oC-Df ` : ��.:I% " % 1 4700 TALBOT RD. S - fII� o y I RIGHT OF WAY LINE RENTON, WA 4I � EXISTING CURB AND GUTTER ® EXISTING JUNCTION BOX I,,�II Ili III ;� v-—————— — IIII I ' I '' � XX � APN 8559100000 I �' EXISTING MAJOR MINOR CONTOURS -_x -----x - EXISTING FENCE = EXISTING MAILBOX ------------ XX------ ----SD ----SD I I II `I �11 ;IIII 1' CB 11 'I I CB 11 I II 11I I 1nN II I ;\\ \ II I\ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 06/19/2019 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL NO. I REVISION ---- SS ----- Ss EXISTING SEWER LINE ----W-----W-----W— EXISTING WATER LINE �_931�110C EXISTING STORM LINE 61 0 ,v, ----- OH ----- OH EXISTING OVERHEAD POWER LINE ❑ -----P -----P ---- EXISTING BURIED POWER LINE 0 -----T -----T ------I EXISTING TELEPHONE LINE � R.E.W. 05 01 19 R.D.J. ISURVEYED: SCALE: R.E.W. 06 19 19 R.D.J. DESIGNED: I I i K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE AP P R APPROVED: R. JARVIS EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GATE VALVE EXISTING STORM CATCH BASIN EXISTING SEWER MANHOLE EXISTING LIGHT POLE 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M F 0 0 1K EXISTING SIGN SURVEY MONUMENT FOUND IRON PIPE EXISTING TREE CITY OF RENTON V'R Nkliv Planning/Building/Public Works Dept. =u IN COMPLIANCE WITH CITY OF RENTON STANDARDS WEATHERLY INN RENTON 4500 TALBOT RD S RENTON, WA 98055 EXISTING CONDITIONS MAP PAGE: EX-01 SHEET. OF: 3 51 �z O It I A W 0 I U W ro 0 co I" I•,J clIj 0 Ld m m = Ld Q = i I, z v) 0 _ 0 = LL.I CIO 0 Z LU 0� 3n 0� U � L = w a)M (n a- =) 0 LLJ E LLJ an U-) 0:� I" CDco cV N 2� 0 N LJJ O 0 N [If,_ � � z COORDINATE WITH NEIGHBORING OWNERS REFER To Ro*4036149 I` THE REMOVAL OF STRUCTURES AND 1 PROPERTY LINE W,40�160 1 5;o.40��601 F O R FENCES ALONG I _ - - " - II -6 '_- ; ,, : "I I - '� I : , - , " :; : I I� 1 - , I -1 "" I - I 1: I I I . 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I I SHEET EC-02. , : I:, II II I I ; I ' o - - - - - X _ ; ' ' ' ' CATCH BASIN FILTER PER CITY OF RENTON STD. I I; 1 ^ -- I mow° I 'I- d ' II ' g o " :' I I "I I ' I ' , ; ' ' DETAIL 216.30 SHOWN ON SHEET EC-02. I II I I ,' , O , 1 , ', ", I ' I 'I, I; �' II — II I 1 ,mI ,,:1 : :=� - � I,; , : 1-=: , , ',, , -",, I II , M -. -�I 1_ , / I - I I I _ I -I _ \, _I/ I � - _ - I '', 1; '4;' 1 II '�`'" , I ' ' ' '�I 1"1 , I . I, � I'' — C&G — CLEARING AND GRADING LIMITS All II I' ,-' ----- �,I I m- , . : I � "-I �o'I1 I I I' lI i:: :I II " ' I :1 I I II I I 'I 'I, ;1' 1 1 N ' I I _ , , , -@ _" \, ° I I ; , ; _� 1_ SILT FENCE PER CITY OF RENTON STD. DETAIL I I - 214.00 SHOWN ON SHEET EC 02. = I I 1 6 o; ;I;; I I 1 I I / , , / , o- 3 I II : l; II " ,II,,, ^ ; , o, , ,. , L-- O , , 1 cv N I I I I I1- ,' 1 N' I II �- I 1' ,' I '�-------- if I r I ___" : I II- " I _I " I I�` �,/,- . 1 ,- ,, �-_ , ' `" �D:&•1I II .I' � I ,', , ; SAWCUT 4, - 1 " 1 : �-- ., - I- - ', =, _ . " - -I� 1 ,I :1 II 1.' 1' 0 �' 1 0 I 1 :I -. I 1 ; , , ; ' , 1 EXISTING ASPHALT/CONCRETE/SIDEWALK/CURB 11 ti / sl , I , I I--:- -� " I -, -,, - " , - * n -". -" : _ " :-- - ' � -It' ;,": "'' . I oll 1 ��b•-:11' I - 1, O, o ------ 0 �" I I 1 I 11' AND BASE TO BE REMOVED Azi2 �I I ,­S".1 _",2, "61 , 8. _` 8I_*II .1 -29 ' mi, ?m, m00 &�: II ::I: :: I' II LI .a;. I I III � III-:i: -, � ,,=I' L',. - , -, - I mI, I, , , 1 I I ,I ' I1 II / I _I / III ' K `% o o \ o STA:12+36.52 I 1+ I L '= -- J o 3 "'t III -'� O 0 o I I 1 I; I %, I I , , ; , , ; I ' , I ; EXISTING OVERHEAD POWER LINE TO BE 18.07 RTI-I II I , I - ,i o O , , o , 1 bb--'-w�['1--I} III.::JI I : : , ) . STA:12+66.83; �6I ): I 1I - I- II '� ;1 ,I - -- ® / f- , - , ° / , , ; ' ' , , , ' , , H H REMOVED. COORDINATE REMOVAL WITH UTILITY TA:12+36.4 g III I 21.13 RT I - �,r I1 , ,, ,, I " "1�I,I -, _ III -II, ,"- I 8 / I , -- -, I I I" II 1"I,: t' I I , , I ", @1 I I 11 I, I I, ; '" G'II I 'I II ? .1:" l l 1I lI I , ' I ; I ; 1 ' PURVEYOR. 3, / I . I END SAWCUT , - 1 ® / I' a p I I 1:; 5.54 RT I I .: ` I 1 I O %' ,' % 1'I1 :I,I :I :" lI I ,t1" : % s. r / o�l' STA:12+43.87 / J L ° I I I ' I : ..: I ' x x TREE PROTECTION FENCING PER DETAIL ON ' SHEET EC 02 STA:12+14.56 3 I I _ i _ mC`+ _ t * D ;-- I- I - %I ,, ,I, I .-I I I 1 11 / ".- / ;: :18.02 RT a I (TYP.) 2 .N \ " ' III , ' ' % 1'I ' 1 'I * : I , I:I, ": 11 1 I I " I " I ",, I -, ° _ - , o ,-, I , ' , , ; ; " ; ' ,; , , ; ; ' , , ;. SEDIMENT TRAP PER DETAIL ON SHEET EC-02 -. .-'., STA:12+21.5 I I IIII� I 1 /II " 1 1 I t- I I Il I 4e o 1 o I ; I; 1 can a ' - ' , I "I _ -7 I I 1 I / 1I I -1. "I I", 5.63 RT .• 3 1 I - :- ' ' TEMPORARY V-DITCH PER DETAIL ON SHEET ,.1 I 'I - _ � . , — - -_ " I I, I _ z - ,__ L I —_I-_ �! : � 1 _ I : I - _- I I -" -- -I 1 1 -.-I-: " I - -I,: — " I -I L- - - I � ---I - "" , , 1 , I - "I ,--1- ,- I - �- _ ,- ,-.I " ". - _�- 1, I A,-- ,- -,- , I j I ` I 1 _I 1 h r.W,_11 �I _�--I, w5"v_ 1 �% � _e-� "- .\/_I- j�\ /� — III , I -, II -I, / - I I � II - ,1 I I "7" $ I 'I I:. ,: : X: S,I I: I' 1.. , ' / 3 TART `�.,✓ ' O ' ' 9 / , ' ' - ; I ; 1 " " I' I ; END DOUBLE YELLOW; a 01 2 1 - - - _ — o r ' - - S 0, -;;;; 'i,;'- _ _ _ ; , I; I I ( I >, p — — — — — — — -� / I , , ;,, CENTERLINE REMOVAL , 1 - Q p -- H - - - - _ - - T — L /; , , H 4 o -- /� _ - �__' .:-�-j �(_ - -- , I-- # I- 9 - . 1—I _ -1 —� , 0 _ -_I -)- ' 1 - _ 7- 0 �-— AI I ---- -- - I -',—,`--'-X-X -r , ",------ lam' ITLr1 STA:12+14.87 11 FI ;O( I `;II/. — JI,/ - - /_I— _ / Fi H - - X , -rx =7-1 1. /- ''/,, 19.46 LT _ r 'T--' ---- i DoO (� 2 ,\ S - _ `` -- ) / O - O - O O O ' , %� ,r�,� I /; ; I"" : ,:I 1 ,%/,,' /';� _ ' , - *"w,-,' :, ,,: : ,'t- __I _ "' I III .II L L . I _I",I __ -,I I :; ,I I ': I ,, , I I , I 1 I- I, II, I I I � It I _ , "1 '" I1" , I1I I . III � I _" " _ / , ' ," ' - . II, _ _: --� III:�I STA:12+21.52 ,'� o ,■ 'o __ o 0 0' /, "- /;", II,I-" : , II' " I, , ,' XX , " oF I " ; , :: I ,� 1 1 " ' /: " I " - , : , I I ,, 9 :"I I1 � I I I �: I � " 1 ' , , / " I I I I 0 I I1 , " I 1 I , I , : I: I I I ' I I I I " I I ;i I , , ' , / " . @IIIt I 1 1*1 I!, , I".. .,. :" II 0 ! :1 11 .`1� b I I I I ( ( / @ I I ,I " " ' -/ I 1 I, \ ", 0I ' i : � I 1 0: I 10 I I ,I, I I, n , - IO 1 0'I, f " , ( ; I I , , - - , '- I I -I - " - u I _ , " o 1- 1 , 1 , _ "1 � , I1_ , I 0 I , t / I , I , "II , , ,' 'I I I ", 1, , I " IA I -,- � _ ", - ' ' / , " II 1 - I / , , I 1 , I ' " , " I , , ,," L ,, " 1 I I I I " , " ,1 I , " " � " I : I , I , I " , ' I I , ,I 1 " :' I " " : : I I I I :'I , I I I " " : ' � I : : , I Ic 'I : t : o, : :I I ; I - , : I : 4, I: I : t , : I , , II I "I " I : I " I I I I I : ,I : I I : :." I I : , I 'I I�; , : IT ;;IIII v I}: ��� 18.15 RT ° I , Q , °- - DEMOLITION NOTES II -� 1I I I I : I I �I Il ,I ', I I 1 , " , 10 , : . I I -" , ) - :, N . - :1 .l I- I : ', " . I 1 " " " , I : I, 1 1 �• o __ - / Q ,I; ,I;;';;I;; o 1. REMOVE ALL TREES WITHIN CLEARING AND GRADING LIMITS STA:12+02.87 I I .I� I I �- +; , , ;;; I I x�, ,. I - '0' O , / O; i / -- - . I O , / ;�, , 'a' / ; I',I., I';i.,, 0 , 1 2 19.57 LT'. \; ; 1,' j' , I STA:12+02.55 2 Q _ - - _ b � , , , ; , ; I �. 4. 1 - II -- 18.29 RT d , , - 0,0 " � , / ,' ''�' ; , ;,"': 2. EXISTING POWER POLE TO BE REMOVED. COORDINATE REMOVAL o , �:g i' 1;;,''`.II�' o , 0 / G�' o_ 1 % , ,'Q' ,o ' I ; ;1 ', 1 WITH UTILITY PURVEYOR. ' , - 'Ir I I I'Hr I , . , . I 6' , / - ,0 I ; I , " , ,x ' 1 ; , . , , , , I , 1 I 1: 11� , I I I' , I B:.. OI '° , /�) , ' , T , O. , , , , , , , ,, , , , ; 1;;; , .1 - .....T _ , 4 .; -V .1.- ' -� 1 1-- . I, ' .i .9 I . II. ,' III, 1 :,1,1 :In :: 1 1 II :I I , � " -' I_ I- I I I I STA:12+01.89 0 _ , -- , I I ' ,: .5 ' I , ' I ' �-. `�✓ - o' - '' -'o; I I ' '"' 3 f , 1,' I '''' ' 3. EXISTING FENCE TO BE REMOVED COORDINATE WITH NEIGHBORING STA:11+84.5 ; �I •:�I 18.29 RT 0 _ _ ° ° o I 1 1 , I " 1 ' I `�, / ; , '�,✓ ° , - , ' �� I , , , , '•, , l,';' , PROPERTY OWNERS 4.91 LT1111 I '� o o _ o oo , BEGIN DOUBLE YELLOWI �� ' ,� J o ;o ° 1 q '"'' o ' , , CENTERLINE REMOVAL�I(w ; I ; r10.�: ( ,'' � %� `% , ' / ; , - // ;' 4. REMOVE EXISTING ROCKERIES AND LANDSCAPE FEATURES, _ !i ;. 'I I ; I I;� .F11 °, COORDINATE WITH NEIGHBORING PROPERTY OWNERS I ° ,' , , ,' �, ', ', '/ 1. ` III '' ' ' I (�•,.(��('',�ln1.��) ' I I ' , ' , ' I ' / , PI 1 2A I II11 II ' } r' -131 � . I' 'I / I ' 1 ' / ', ;', ; ,-, 5. REMOVE REMNANTS OF EXISTING DOG PEN �;,'I ; I I;,'IIIQ':°, �° Q I -_ - ,1�0 ,' I '/; ,/, 0; ; 0 - D 6. REMOVE AND DISPOSE EXISTING SEP11C TANK AND DRAINFIELD IN , " , , , , , I 1: 1 I : I " K, , ' I -II. : ;I ))! ! 1 1r , I , I4.66 LT.1,, I �: II 1 g; o D1 ' / ' ;' ; ; ; ; ACCORDANCE WITH THE KING COUNTY DEPARTMENT OF HEALTH END DOUBLE YELLOW I� 1 ' 1 1 c� ' % , - , , o 'I / " - - / ■-_ ° ° I I q STANDARDS CENTERLINE REMOVALS iyy�-1 _yy�jF' II� ° ° I ; 1 ;„; zI'� - -'h 0 13111 f TI IIII.• o . _ _ _ _ - �■ 1 O I , ; , I , /,'-,';;; 7. CUT AND CAP EXISTING WATER METER, COORDINATE WITH UTILITY 1 1\-'kII 1, I I I I O, %' ° I , ° , 'O ` ' , / , 1 , , , , , 1 ' 1 , , 1 i,'''','/', r, 11 I, ��'o o 0 1 6 0 o% I 1 PURVEYOR. ,, I i1 1 li: I�-•:- , O, ;° "'° / 0' , ` , , , 1' , ; I I I , 1:1 /,',I' ','/'; '-��I1 _ ' lNI b " `_ ---:I 8. RELOCATE EXISTING SIGN AND POST SEE FR-01 , •,� „ I o I I I ------ 1,1 I ;' @ o I' : I III' . I o �I 1 'o' , ' ; � �-. ¢ o ; I ; ; ' ' ,; I" 9. REMOVE EXISTING TREE .b;,STA:10+69.93 I I Q I I p 0 1 DO / , , I I ,,, ',' I : �I I I I I I I , - , I , " � I (, . ' I, , II1 , , ,I,I , I " " 0 - � , I , I,- I - , �" 0 :I " " I I I ,, , : 1 , ,_ I ,_ 1 _ " I -- : I I - I G1 t - : - ' 0 I - I I � - � . I ,' I " II I : I t 1 I I I " I ­ _ 0 , _ I - 0 " " I I ,I / , I / " , , : " I, I 1 1' I I 0 , I , "" _I / : / ,I , : I, � I : 1 � :/ ; : t " I " I : I� I � , I I � I I " I , "," I /" I , : , , I I " !II " 1I " I " " " 1 / , I � , / ,I I I @ /" , I" '" IV1 , , ' I I , . II I_ I , , ­ I, 1 II ,, 1 -, " � , 1 "' " I - II / " 0 / , /I , I1; , " I I : : , : II : , j / A ' I : . I I n , 0 ' : 1 , : I I S1 . T 'I ?:X A � : :I: : -: 1 " , I I : I I I I �" ' " I I I " I I : ,I I I " : : ", - I I : I I ' :I I I I : I t ; I , I : I : I : I I ' ' , , l " , :j ,: � : ' : , I , , ' I - � 1 II :I� - 3 a s -9 II - z I � - --1 t , l I II1 � :I I � i I ,,� Lp_-II III I " l I: I : I : " ' " I : :K. : ; "I , I II I, \ III / 0 "I 1 I I I" " I I : I I 0, , II I , 0 " 1 I I " 1 I , , _ ,_ _ 1, i.1 _ I - I I I " _� / I I I_ _ " - - - _" - _ , " _ - , I I - -" , , I III - " - ' t / I , I 1 ; :1 I II "1 , 1 I " --I �1" , I , , � , 1 _ I " I " , , , , ' I I : :/ ,/ I It - I " l ' - "I 1 I II , -"" l , I I 11 0 - � - I - j � ? j , , , , l , l : I I , - _ , , w - 1 " I 1 , , I - - - " ­ / 0 0 " " I " " , , " A I I , I I I I I I I I ; " " : I I I : , , i , 1 , , I _ : . J - I 6 . 0 2 t I " I I I I , I - ' , - ' " " , , _ _ _ I I II " I : , I I t , I / " - - - - - - - - " I I " I I 1 I : % [ � , I , , " t I I I : I / t , I I ' , 1 1 , , x I � I I I I . . I I I I I tI R I . I I I I " _ I 1 I I I " ' I , I " " I _ I I, , I , , , " I I " ' O 'I O / 1 ' N 1 1 ) 1 1 1 STA:10+69.182 I :.� , , ° m Q' - , , 1 I 1%%; ° »: °- o % ' 1 I ; {'�'� GENERAL NOTE: 1 I t O IS'� II II ' O,' - I ' - -- 4 D ' , , O , , I , 1 1 l;; , f , t , \ I I '' . ' II ' STA:10+54.80 r - _ _ - - -- Q ,' ° 1 , �' --- '-- - I-•"�. . II I I I , - - - ,,' ,- (�,' ,' , -'',. - -I"14I I ----------------- ---- ' / ' / / / 1 i ; I ' ' l: ' ' I ' I�' 11 / _ ,' '- ;',3 ,, NO TREES SHALL BE REMOVED PRIOR TO PLACEMENT OF THE TREE III I III 1 , .I 22.55 RT ° , ' 6 --- ----------- -- -- 1 , STA:10+54.87 I - - .' -,I:. I1-1- 1L-l- 7-_:1:. .:-,--,-,II,I- -_--_-11 ,-o,1,- ,-"-, ",,I , ,:—,";:_ef,I:� �,/ _I-L,-II.r_-7III [-- I --.--., -.--.-�--z-- ,,_I :,_ '------_-_ ---- -- _-" ' _ _ - - - - - - - _ ----- _-_ - — -- - --, - 7I II, / , 1 ' % 1 ' ; 1 ; PROTECTION FENCING. TREE PROTECTION FENCING SUBJECT TO FIELD I. _ 6.12 RT - - - __ - - - - - _c-D-), -- _-,I, -",:-_- _"_--_- ---"_--_--_ - --,- ---I ----- _-----1-- - I1"1 N I 1 VERIFICATION. _-, "-,_--- ,,I - ,_I -.---- - -- -"------I O Y7-_Q__,_-_--- --1, 1 I --- _X-- . I ,' 0 ---------- - -I , I , I"", -,3, I ,"� -._,:"_:, -,,,,­,-,__,-- ,,' _ I 'N',' ,o ' ' ' 1 I.1 I II III I _ - 1 t. �, 1 I I I STA:10+46.8 I - ;� - 1 - - - L, ..' I 22.38 RT 1 1 I j :; - = - - _ = -_,-3 ':, , I -II ,M: �''�/P\ .IMEI, aI,k I I -c.,�-,—, --I , ,I :, -,,I"1'_"II%I ,%,� 1 I I I I I"II '' 0II 1bI II .lI I 8I . , 1 , I o, I ;'_�' BEGIN SAWCUT g 8p 1 ,b /, �" _ i - - I 'sf1 t _= �' , 1 . .. I 1, I ,: II t "I II t , II ,,I 11III1:: t I'1 : ;IlI,.1/I, I.It —I",III , �I "', �"I1, I--, '-17I I, 1,\"/ %-, ,It I 111 II 1 --,II 1-I " ,1 I ,,ErII,,I I" I I -- 9 -I I�I' XI,, ," - II "-I, I I,- .\- " "1 1-I.I, ,- I 7 , ,I I _� -- = I II 'I - I , I( 8 v o — -,'' " " _ 4' I i1 - - -- -,\_ I"-, %" 71 "- -, wI-I",-I—..I,. ", II }- - - N' _ _ k - 1- - s - " I"" -1 _ I h 1I,I�, - _ - o ' II •ItI ... II I �� -I *�'III I-. I , j . I I; 1, III ..1 1 I I \ '1 , ;'1 II ICJ. (vj' �� COORDINATE WITH NEIGHBORING I:. 1 I .I 1 OWNERS THE REMOVAL OF STRUCTURES II.. I c:) 1 I , •::I ;1 AND FENCES ALONG PROPERTY LINE 1:'111 I 111 I jll ]1'� ' ' 11 XX EROSION CONTROL NOTES. 4. COVER MEASURES SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT MULCHING (D.2.1.2.2) STA:9+72.89 4 I -* I EROSION AND SEDIMENT TRANSPORT PER RENTON SWDM SECTION 4.46 RT 1 I OI' NETS AND BLANKETS (D.2.1.2.3) '; I �- D2.1.2. CONTRACTOR SHALL WITH THE PROJECTS CERTIFIED EROSION PLASTIC COVERING (D.2.1.2.4) BEGIN DOUBLE YELLOW ,, 1. STABILIZED CONSTRUCTION ENTRANCE PER CITY OF RENTON STD. CENTERLINE REMOVAL I iltl DETAIL 215.10 AND SEDIMENT CONTROL LEAD ON LOCATION OF COVER MEASURES AND STRAW WATTLES (D.2.1.2.5) I --SD ----SD I ;� ALL ADJUSTMENT REQUIRED DURING THE CONSTRUCTION PHASE OF THIS TEMPORARY AND PERMANENT SEEDING (D.2.1.2.6) . 9 I In 2. CATCH BASIN FILTER PER CITY OF RENTON STD. DETAIL 216.30 PROJECT. TEMPORARY AND PERMANENT COVER MEASURES SHALL BE SODDING (D.2.1.2.7) I R-403604 PROVIDED TO PROTECT ALL DISTURBED AREAS, INCLUDING THE FACES OF CUT AND FILL SLOPES. TEMPORARY COVER SHALL BE INSTALLED IF POLYACRYLAMIDE FOR SOIL EROSION PROTECTION (D.2.1.2.8) IN COMPLIANCE WITH CITY OF RENTON STANDARDS 3. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION, AN AREA IS TO REMAIN UNWORKED FOR MORE THAN SEVEN DAYS COMPOST BLANKETS (D.2.1.2.9) IMPLEMENTATION, AND TIMING OF ALL EROSION CONTROL MEASURES DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) OR FOR MORE WITH THE PROJECT'S CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. THAN TWO CONSECUTIVE WORKING DAYS DURING THE WET SEASON 5. CONTRACTOR TO INSTALL SEDIMENT TRAP PER RENTON SWDM SECTION DEVELOPMENT ENGINEERING THIS INCLUDES ALL EROSION CONTROL MEASURES THAT AREN'T SHOWN (OCTOBER 1 TO APRIL 30). THE FOLLOWING COVER MEASURES SHALL w, D2.1.5.A. jchavez 07/16/2019 ON THESE PLANS, BUT NEED TO BE CONSTRUCTED/INSTALLED AS THEY BE IMPLEMENTED AS REQUIRED: ' BECOME REQUIRED. SURFACE ROUGHENING (D.2.1.2.1) 6. CONTRACTOR TO INSTALL TEMPORARY V-DITCH PER RENTON SWDM SECTION C.3.13. CONTRACTOR TO RELOCATE AS NECESSARY DURING _ _ _ _ CONSTRUCTION. SS D - JA R IQ, O� OF WASy11 CALL BEFORE YOU DIG c�41, a BUILDING PERMIT SUBMITTAL #2 R.E.W. 05 01 19 R.D.J. SURVEYED: y BUILDING PERMIT SUBMITTAL #3 R.E.W. 06 19 19 R.D.J. DESIGNED: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION -o Ix K. MEBAN AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL o 1116 DRAWN: VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING -� R ,ST E� ti� FS FG I T E� S. ORDONEZ THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF S � �� SIONA CHECKED: : JARVIS 48 HOURS PRIOR TO ANY EXCAVATION. L 06/19/2019 NO. REVISION BY DATE APPR APPROVED: R. JARVIS 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M :-_ CITY OF RENTON Planning/Building/Public Works Dept. WEATHERLY INN RENTON 4500 TALBOT RD S PAGE: AGE. OK: P RENTON, WA 98055 DRAWING NO: TESC AND DEMOLITION PLAN EC-01 SHOT. OF: 4 51 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 co SCJ ALLIANCE o GENERAL EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER C) MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND THE SWPPP. 2. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND I D MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL L1j BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF -SITE PROPERTIES. I- 3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE REVIEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A. INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT CONSTRUCTION SITE. / B. STABILIZED CONSTRUCTION ENTRANCE SHALL CONFORM TO DETAIL ON SHEET EC-02, STABILIZED CONSTRUCTION ENTRANCE. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT ALL INGRESS/EGRESS POINTS TO CONSTRUCTION SITE. 4. ALL EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL CONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE OWNER, ENGINEER, OR THE CITY OF RENTON. 5. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR AND/OR PROJECT ENGINEER. FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 6. PRIOR TO CLEARING AND GRADING THE CONTRACTOR SHALL PROTECT TREES TO BE SAVED WITH HIGH VISIBILITY FENCING AT THE ROOT PROTECTION DELINEATION OR OTHERWISE PROTECTED AS DIRECTED BY THE ENGINEER, CITY STAFF, OR OWNERS REPRESENTATIVE. CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD PRIOR TO EXCAVATION. 7 . ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 8. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION. 9. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: A. NO MORE THAN 300 FEET OF TRENCH ON A DOWNSLOPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 10. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFF -SITE PROPERTIES. 11. TRACKING OF SOIL, MUD, OR DEBRIS OFF -SITE IS NOT ALLOWED. SOIL, MUD, OR DEBRIS TRACKED ONTO A PUBLIC ROADWAY, SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE TRACKING OF SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES MAY BE REQUIRED PRIOR TO ENTERING A PUBLIC ROADWAY. 12. ALL DISTURBED AREAS SHALL BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, SHOULDERS, UTILITY EASEMENTS, STAGING AREAS, CONSTRUCTED WETLANDS AND CUT/FILL SLOPES. 13. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED. 14. DROP -IN CATCH BASIN FILTERS MAY BE USED IN PLACE OF OTHER STANDARD INLET PROTECTION PRACTICES. THIS INLET PROTECTION TECHNOLOGY CAN BE USED IN SITUATIONS WHERE RIGHT-OF-WAY FLOODING WOULD BE PROBLEMATIC. 15. TO MAINTAIN FUNCTION, THE CONTRACTOR SHALL REMOVE AND CLEAN OR REPLACE FILTERS AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 16. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE WHICH WILL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT TRANSPORT. 17. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PONDS, OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN (7) DAYS. ROOT PROTECTION AREA (RPA) i r � S� • w �`ii'i : i`i ii : Oi40 :•i`iL0 '�`iL'i : i`i ii' •i`i ii : i`%4 : i`i i i - o•�•..00❖...o❖..•.•o.•...oO•:.00•O...o�.•...o❖...o•O:.o•. '❖:O.❖.•:O.o❖.•O.o❖:O..❖.•:.❖.•.� .❖.❖ :•:.o❖.•O.o•.•:O..•� . ................................r.............. .............. ............................... ....ems �..._._.... TV • mans • • �i 1 ■• 1' 1 � � � 1 1' 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 APPLICANTS 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 1ST 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 1ST), 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 1ST. 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 15 NOT TO SCALE (NTS) STD. PLAN - 268.00 • PUBLIC WORKS EROSION AND SEDIMENT CONTROL [PIRTVID DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 1 vanu"worH aamimsn,,.r DATE REFER To Ro-4403614, WI.,403601 , S*4403601 FOR AS -BUILT INFORMATION TREE PROTECTION NOTES IMPORTANT: ALL TREES INDICATED AS "TO REMAIN" MUST BE RETAINED. FAILURE TO 1. NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED RETAIN ANY INDICATED TREE WILL RESULT IN ARBORIST. CONTRACTOR REPLACING TREE PER THE CITY 2. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE OR OTHER REQUIREMENTS. CONTRACTOR FENCING INCLUDING DURING FENCE INSTALLATION AND SHALL NOTIFY THE LANDSCAPE ARCHITECT, REMOVAL. FORESTER AND/OR CITY (AS APPLICABLE) IF IT IS 3. PLACING MATERIALS NEAR TREES: NO PERSON MAY CONDUCT DETERMINED THAT A TREE CANNOT BE ACTIVITY WITHIN THE ROOT PROTECTION AREA (RPA) OF ANY RETAINED. EXISTING TREE TO BE RETAINED, EXCEPT AS OTHERWISE NOTED (SEE LANDSCAPE AND IRRIGATION SPECIFICATIONS). THIS INCLUDES BUT IS NOT LIMITED TO PARKING EQUIPMENT, PLACING SOLVENTS, STORING BUILDING MATERIAL AND SOIL DEPOSITS, DUMPING CONCRETE WASH OUT AND LOCATING BURN HOLES. 4. PROTECTIVE BARRIER. BEFORE DEVELOPMENT, LAND TEMPORARY TREE PROTECTION FENCE: CLEARING, FILLING OR ANY LAND ALTERATION, THE SIX -FOOT -HIGH CHAIN LINK CONSTRUCTION CONTRACTOR: FENCE WITH PLACARDS. STEEL POSTS A. SHALL FIELD VERIFY LOCATION, SIZE AND SPECIES TO INSTALLED AT 8' O.C. DETERMINE RPA. B. SHALL ERECT TREE PROTECTION FENCING AROUND THE RPA OF THE TREE, AS DESCRIBED IN THE TEMPORARY TREE PROTECTION FENCE DETAIL. THE FENCING SHALL BE 2" X 8' STEEL POSTS OR RETAINED THROUGHOUT CONSTRUCTION. APPROVED EQUAL C. SHALL PROHIBIT GRADING, TRENCHING, CUTTING, IMPERVIOUS SURFACING, OTHER CONSTRUCTION, 3" THICK LAYER OF MEDIUM COMPACTION OF EARTH, OR OTHER POTENTIALLY BARK MULCH DAMAGING ACTIVITIES WITHIN THE RPA'S OF EXISTING MAINTAIN EXISTING GRADE WITH THE TREES. TREE PROTECTION FENCE UNLESS D. SHALL ENSURE THAT ANY CLEARING OR LANDSCAPING OTHERWISE INDICATED ON THE PLANS DONE WITHIN THE DRIP LINE SHALL BE ACCOMPLISHED WITH HAND LABOR ONLY. E. SHALL ENSURE NO ROOTS GREATER THAN 2" SHALL BE CUT. 5. ATTACHMENTS TO TREES: DURING CONSTRUCTION, NO PERSON SHALL ATTACH ANY OBJECT TO ANY EXISTING TREE. 6. THE ROOT PROTECTION AREA (RPA) IS DEFINED AS THE AREA WITHIN THE DRIP LINE OF THE TREE TO BE RETAINED, UNLESS FENCE SHALL BE MAINTAINED THROUGHOUT THE TREE IS AN OAK. THE RPA FOR OAK TREES EXTENDS TO DURATION OF CONSTRUCTION. ALL ONE AND ONE-HALF TIMES THE RADIUS OF THE CANOPY. CLEARING AND PLANTING WITHIN THE ROOT 7. RETURN ALL AREAS TO THEIR PRE -CONSTRUCTION STATE ZONE SHALL BE DONE BY HAND. AFTER INSTALLATION IS COMPLETE. 55D'IAR �O� CF WAS/,/ c�jp �P O cn Z /L OAS �FGI STEREO SIGNAL 06/19/20191 NO. P-CO-REN-12 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL 4' MIN. 12" DEPTH 2" - 4" ROCK 24" MIN. SETTLING DEPTH �3 ,r 3.5' - 5' 1.5' MIN. SEDIMENT STORAGE CROSS SECTION NOTES., 1, MAYBE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM 12" OVERFLOW DEPTH OUTFLOW CHANNEL IF CONSTRUCTED BY EXCAVATION 5' MAX. 12" DEPTH 314" - 1 1 /2" WASHED GRAVEL FILTER FABRIC FENCING i 2" MIN. OVERLAP / ANCHOR IN 6" x 6" MIN. TRENCH AND STAPLE AT 12" INTERVALS 6" MIN. OVERLAP STAPLE OVERLAPS 5'MAX. SPACING II L I I BRING MATERIAL DOWN TO A LEVEL AREA, TURN THE END UNDER 4", AND STAPLE AT 12" INTERVALS NOTES: 1. CONDITIONS OF USE 1.1. FOR PERMANENT STABILIZATION OF SLOPES 2HAV OR GREATER AND WITH MORE THAN 10 FEET OF VERTICAL RELIEF. 1.2. IN CONJUNCTION WITH SEED FOR FINAL STABILIZATION OF A SLOPE, NOT FOR TEMPORARY COVER. HOWEVER, THEY MAY BE USED FOR TEMPORARY APPLICATIONS AS LONG AS THE PRODUCT IS NOT DAMAGED BY REPEATED HANDLING. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. INSTALLATION IS CRITICAL TO THE EFFECTIVENESS OF THIS PRODUCT. IF GOOD GROUND CONTACT IS NOT ACHIEVED, RUNOFF CAN CONCENTRATE UNDER THE PRODUCT, RESULTING IN SIGNIFICANT EROSION. 2.2. JUTE MATTING MUST BE USED IN CONJUNCTION WITH MULCH. EXCELSIOR, WOVEN STRAW, BLANKETS, AND COIR (COCONUT FIBER) BLANKETS MAY BE INSTALLED WITHOUT MULCH. 2.3. PURELY SYNTHETIC BLANKETS ARE ALLOWED, BUT SHALL ONLY BE USED FOR LONG-TERM STABILIZATION OF WATERWAYS. THE ORGANIC BLANKETS ARE BETTER FOR SLOPE PROTECTION AND SHORT-TERM WATERWAY PROTECTION BECAUSE THEY RETAIN AND PROVIDE ORGANIC MATTER TO THE SOIL, SUBSTANTIALLY IMPROVING THE SPEED AND SUCCESS OF RE -VEGETATION. 2.4. DO NOT STRETCH BLANKETS/MATTINGS TIGHT -ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES. 2.5. SLOPE SURFACE SHALL BE SMOOTH BEFORE PLACEMENT FOR PROPER SOIL CONTACT. 2.6. STAPLING PATTERN AS PER MANUFACTURER'S RECOMMENDATION. 2.7. IF THERE IS A BERM AT THE TOP OF SLOPE, ANCHOR UPSLOPE OF THE BERM. 2.8. FOR SLOPES LESS THAN 3HAV, ROLLS MAY BE PLACED IN HORIZONTAL STRIPS. 2.9. LIME, FERTILIZE, AND SEED BEFORE INSTALLATION. PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR AFTER INSTALLATION. 3. MAINTENANCE STANDARDS 3.1. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND THERE MUST NOT BE EROSION BENEATH THE NET OR BLANKET. 3.2. AREAS OF THE NET OR BLANKET THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. 3.3. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 213.20 PUBLIC WORKS SLOPE INSTALLATIONS OF NETS AND PPR 45 DEPARTMENT BLANKETS GAZ 9/28/2018 1 vunr�wonsnamimsaawr DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 211.00 Apottk c PUBLIC WORKS PPRLD. SEDIMENT TRAP DEPARTMENT GAZ 9/28/2018 111 a"nu�wonsaeme„nrara. DATE REVISION TEMPORARY V-DITCH NTS R.E.W. 05 01 19 R.D.J. suRVEYED: R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JAWS BY DATE APPR °PPROVED: R. JARVIS CONSTRUCTION ENTRANCE NOTES: rcX1S. DRIVEWAYS SHALL BE PAVED TO S1NGaOp9 1 THEPRIEDGE R TO OF THE INSTALLATIONE RIGHT-OF-WAY R = 25' MIN. /-- CONSTRUCTION ENTRANCE TO I- AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 100' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 16MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 12" MIN. THICKNESS NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 1 495 LBS. MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2"x2' 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC I Z MIN. (- 6' MAX. POST SPACING MAY BE INCREASED . . TO 8' IF WIRE BACKING IS USED I 4 x4 MIN. TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAYBE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 214.00 • PUBLIC WORKS ic� 45 DEPARTMENT SILT FENCE Z 9/28/2018 1 v„nr"worH namimsn„or DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL WOOD BASED MULCH MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL 8E INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 215.10 • PUBLIC WORKS APPROVE° 450 DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 vanu"worH nammisn,,.r DATE SCALE: " 1NA� 19M HORIZONTAL:CITY OF NAD 1883/1891 I RENTON ONE IN DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY rVAX- DRAINAGE GRATE TRIM GRATE FRAME _ C- OVERFLOW BYPASS a• BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS F FILTERED WATER - i DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) n BELOW INLET GRATE DEVICE ISOMETRIC VIEW OVERFLOW BYPASS (TYP.) NOTES: 1. PROTECTION 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 CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM, 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS APPRED STD. PLAN - 216.30 ;} 45 �y ., DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 v�nr�w.nsnamimmawr DATE R-403605 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING • + jchavez 07/16/2019 WEATHERLY INN RENTON 4500 TALBOT RD S RENTON, WA 98055 PAGE:AGE OK: P DRAWING NO: TESC NOTES AND DETAILS Ec-02 SHET. 5 OR51 :45 An :45 AP 0 to -265 oto = (V E� NW N � J I j EW 0 O E; I I �II II I II II II I II II II II II II II II II {�-.III 5J.64 CALL BEFORE YOU DIG � REFER TO Ro-4036149 i W,403601 , So*403601 FOR � AS -BUILT INFORMATION II II ====..T=====__ EXISTING BUIDLING f�=-------- T I I ANn.qrAPF 0KI01 vCl.q• TOTAL AREA: 206,910 SQ FT EXISTING IMPERVIOUS:5,733 SQ FT EXISTING 60' PROPOSED IMPERVIOUS: 120,662 SQ FT RIGHT OF WAY • PROPOSED BUILDINGS: • FIRST FLOOR: 21,726 SQ FT • SECOND FLOOR: 40,673 SQ FT • THIRD FLOOR: 38,999 SQ FT • FOURTH FLOOR: 38,999 SQ FT PARKING LOT LANDSCAPING: • INTERIOR: 14,000 SQ FT • PERIMETER:72,250 SQ FT LOT COVERAGE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. PERCENT OF LOT COVERED BY BUILDINGS OR STRUCTURES: 21.05% PAPWIKIr. ONAI v-ql.q- PARKING REQUIRED: MEMORY CARE: ASSISTED LIVING: 1 PER 2 EMPLOYEES 1 PER 3 BEDS 1 PER UNIT 1 PER FACILITY VEHICLE WASNI c�jS �P O v, 2 Qj OAIN 43668 hs �FGISTE��O SIGNAL 06/19/20191 NO. 10 EMPLOYEES = 5 STALLS 33 BEDS = 11 STALLS 123 UNITS = 123 STALLS 1 FACILITY VEHICLE = 1 STALL TOTAL = 140 REQUIRED TOTAL STANDARD STALLS: 92 TOTAL COMPACT STALLS: 42 (307.) TOTAL ADA STALLS: 6 TOTAL PARKING STALLS PROVIDED:140 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL COMMENT RESPONSE REVISION R.E.W. 05 01 19 R.D.J. suRVErm: R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN S.R.O. 07/29/1 R.D.J. DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPROVED: R. JARVIS 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND PROPERTY LINE \ BUILDING SETBACK LINE ZONING LINE i PROPOSED BUILDING I XX STALL COUNT \ x CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. DETAIL 101 SHOWN X ON SHEET SP-02 CEMENT CONCRETE EXTRUDED CURB PER DETAIL SHOWN ON SHEET SP-02. CEMENT CONCRETE SIDEWALK PER CITY OF A. a RENTON STD. DETAIL 102 SHOWN ON a 10 SHEET SP-02 \ I SINGLE DIRECTION CURB RAMP PER WSDOT STD. PLAN F-40.16-03 SHOWN ON SHEET SP-02 I PARALLEL CURB RAMP TYPE B PER �- SWSDOT STD HEET SP 02LAN F-40.12-03 SHOWN ON � N WHEELSTOP PER DETAIL SHOWN ON SP-03 o\� RETAINING WALL, SEE GEOTECHNICAL AND STRUCTURAL PLANS I ADA PARKING PER DETAILS SHOWN ON I i SP-03 ( LIGHT DUTY HMA PAVEMENT SEE DETAIL ON SHEET SP-03 10 ELECTRIC L EASEMENT PER REC. 0 6023496 CEMENT CONCRETE PAVING PER DETAIL SHOWN ON SHEET SP-03 Fix - CONSTRUCTION NOTES: / 1. TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION / 2. COVERED PARKING, SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION 4" WIDE WHITE PAINT STRIPE 4. WHEELSTOP, SEE DETAIL ON SHEET SP-03 10 5. SINGLE DIRECTION CURB RAMP PER WSDOT STANDARD PLAN F-40.16-03 / 6. ACCESSIBILITY SYMBOL, SEE DETAIL ON SHEET SP-03 196.34 10' BSBL V VERTICAL• NAVE) 19M HORIZONTAL: NAD 1953/1991 DATUM CITY OF RENTON I."R V4297 Planning/Building/Public Works Dept. 7. COMPACT STALL 8. COURTYARD, SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION 9. SEE FRONTAGE IMPROVEMENT PLANS FOR IMPROVEMENTS ALONG TALBOT ROAD S. 10. RETAINING WALL, SEE GRADING SHEETS FOR ADDITIONAL INFORMATION 11. PARALLEL CURB RAMP TYPE B, SEE WSDOT STANDARD PLAN F-40.12-03 12. SWING GATE, SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION 13. NOT USED 14. GENERATOR PAD, SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION 15. CONCRETE STAIRS AND HANDRAIL. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION 16. FLAG POLE 17. ORNAMENTAL FENCING, SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION 18. 4" WIDE WHITE STRIPING, INSTALL AT 45% 2' O.C. 19. CURB OPENING PER DETAIL ON SHEET SP-03 20. TRANSFORMER PAD, SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION 21. TYPE 1S TRAFFIC ARROW PER DETAIL SHOWN ON SHEET SP-03 22. STREET LIGHTING, SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION J23. INSTALL DOWNSPOUT 3 24. SCORED CONCRETE WITH 2'x2' SQUARES R-403606 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FDEVELOPMENT ENGINEERING jchavez 08/07/2019 WEATHERLY INN RENTON 4500 TALBOT RD S PAGE. OK: PAGE: RENTON, WA 98055 DRAWING NO: SITE IMPROVEMENT PLAN SP-01 sHEET. 6 OP51 °C L a) ao 3 to iZ z co �� CD I w ain CALL E THE CONTR CD a, CV N AND PROTE En VERIFY ALL NUJTHE UNDER N Oc 48 HOURS �Z J W 0 J Z of W DO i A NOTES 4'-0"MIN.- A 4'-0"MIN. - A SEE CONTRACT PLANS 3/8" (IN) EXPANSION SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 3/8" EXPANSION PEDESTRIAN CURB - JOINT (TYP.) -- SEE SEE NOTE 9 JOINT (TYP.) - SEE PEDESTRIAN CURB -• roadway must be contained within the width of the crosswalk markings. STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade LANDING break between the two adjacent surface planes shall be flush. B 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- SIDEWALK * C nances on any part of the Curb Ramp or Landing, or in the Depressed CURB AND GUTTER SIDEWALK Curb and Gutter where the Landing connects to the roadway. I 3" R. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and CURB AND GUTTER Pedestrian Curb details. CURB RAMP CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4' - 0" MIN. - ` ' " 4- 0MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS FACE OF CURB � FACE OF CURB � DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans). When applying the 15-foot max. length, PLAN VIEW DETECTABLE WARNING SURFACE -• PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk 4'-0"MIN. over a horizontal distance of 15 feet. Do not include abutting landing(s) in SEE CONTRACT PLANS GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the 15-foot max. length is measured on the inside radius along the back of the 10 CONTRACTION JOINT (TYP.) ^SEE STANDARD PLAN F-30.1 SLOPE walkway. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE t.41LAND COUNTER AA TOP OF CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. * _ 5.0 ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the CEMENT CONCRETE PEDESTRIAN ING DEPRESSED CURB AND GUTTER SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb CURB -SEE NOTE 9 AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION AO 4' - 0 MIN. 15' - 0" MAX. (TYP.) LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION 15' - 0" MAX. (TYP.) 4'- 0" MIN. 15' - 0" MAX. (TYP.) GRADE BREAK SIDEWALK 1.5% OR FLATTER RECOMMENDED FOR SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK DESIGN/FORMWORK (2% MAX.) a GRADE BREAK * I� * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK GRADE BREAK FORMWORK (8.3/o MAX.) - SEE NOTE 7 *tea _ * _ �� �. CURB RAMP PEDESTRIAN CURB - 3/8" (IN) EXPANSION JOINT (TYP.) - ®�'�' Z a ' SEE NOTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 cJC ay WAS �ll CURB RAMP CURB RAMP LANDING 5 � y 3/8" EXPANSION JOINT (TYP.) - 1 SECTION O A SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 "CEMENT CONCRETE CURB RAMP TYPE Zeller, Scott PARALLEL A" PAY LIMIT SEE NOTE 6 Jun 24 2016 7:19 AM ot (4ia, PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Q����Carpenter, Jeff Jun 29 2016 227 PM as�g ISOMETRIC VIEW ISOMETRIC VIEW Amok STATE DESIGN ENGINEER 'Y' Washington State Department of Transportation TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT To NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH - 4' 0" MIN. STRIP permitted. MATCH SIDEWALK SEE CONTRACT PLANS 2. At marked crosswalks, the connection between the Landing and the WIDTH - 4' MIN. PEDESTRIAN CURB _ � SEE CONTRACTT PLANSS roadway must be contained within the width of the crosswalk markings. SEE NOTE 10 CURB RAMP 3/8" (IN) EXPANSION PEDESTRIAN CURB - 3. Where "GRADE BREAK" is called out, the entire length of the grade break JOINT - SEE STANDARD SEE NOTE 10 MATCH SIDEWALK WIDTH - 4' 0" MIN. between the two adjacent surface planes shall be flush. LANDING SEE CONTRACT PLANS PLAN F-30.10 LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- SIDEWALK - 3/8" (IN) EXPANSION JOINT - SEE _ PEDESTRIAN CURB - anC25 On any part Of the Curb Ramp Or Landing Or In the Depressed SEE NOTE 6 5' - 0" MIN. W R STANDARD PLAN F-30.10 SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. (TYP.) 8 5'- 0" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan J F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and �J M 3 * 3" R. I I M � Pedestrian Curb details. * * C)s' - o" MIN. 3" R. 0 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See SIDEWALK - C) 0 SEE NOTE 6 Contract Plans for width and placement of sidewalk. I- 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BUFFER STRIP - SEE DETECTABLE WARNING SURFACE BUFFER C DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP SEE STANDARD PLAN F-45.10 Curb, or Sidewalks. CURB AND GUTTER -- CURB AND GUTTER - 8. The Curb Ram length is not required to exceed 15 feet unless shown SEE NOTE 5 SEE NOTE 5 P 9 PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise in the Contract Plans). When applying the 15-foot max. length CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal o distance of 15 feet. TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B _J 9. Curb Ramps and Landings shall receive a broom finish. See Standard W Specifications 8-14. W UL 10. Pedestrian Curb may be omitted if the ground surface at the back of the m DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb 15'- 0" MAX SEE STANDARD PLAN F-45.10 15'- 0" MAX (TYP.) 15'- 0" MAX (TYP.) Ramp or Landing and there will not be material to retain. (TYP.) GRADE BREAK SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK COUNTER SLOPE BREAK 5.0°/ MAX. SIDEWALK'- SIDEWALK -• SLOPE IN EITHER DIRECTION SIDEWALK - SEE NOTE 6 SEE NOTE 6 1.5 OR FLATTER RECOMMENDED FOR SEE NOTE 6 =_ * ROADWAY TOP OF*�+� * i� * DESIGN/FORMWORK (2% MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR a DESIGN/FORMWORK (8.3% MAX.) CURB RAMP a LANDING DEPRESSED CURB AND GUTTER - CURB RAMP LANDING CURB RAMP SEE NOTE 7 ,,�� SEE STANDARD PLAN F-10.12 1 1 SECTION O SECTION O 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. TCEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP Y LIMIT _ TYPE SINGLE DIRECTION B PAY LIMIT - SEE NOTE 7 DETECTABLE WARNING (IN) 1" IN RADIUS SURFACE -SEE CORNER STANDARD PLAN F-45.10 PEDESTRIAN CURB DEPRESSED CURB AND GUTTER - SEE NOTE 5 90" ANGLE RADIUS MAY VARY ISOMETRIC VIEW TYPE SINGLE DIRECTION A DETAIL OC PAY LIMIT REFER TO R,,4036149 Wii-IIII4036019 So*403601 FOR AS -BUILT INFORMATION ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT SS0•1gR WASP/, C�jS AP O t vJ 2 2 � � O�s �43668 FG I S T E"�O �A' SIGNAL �- 06/19/2019 N0. o@ WAS#,, �Cn �A 28680 O ww S T ERF G�1' /®NAL E� Zeller, Scott Jun 24 2016 7:21 AM C Man SINGLE DIRECTION CURB RAMP STANDARD PLAN F-40.16-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ('arpen,e" Jeff e,aT 1r4 LTG . � Jun 29 2016 2:29 PM STATE DESIGN ENGINEER MAR Washington State Department of Transportation BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION RAISED EDGE DETAIL 1'-p r SIDEWALX LEVEL 1/2" EXTEND SIDEWALK TRANSVERSE 1'-D` 1'-p 3!8"(IN)PREMOLDED JOINT FILLER JOINTS TD INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 1 IM (IN) R. (TYP.) ' I FOR CURB DETAILS �••' SEE STD PLAN 101 E�11 • ! 1. •C1 •" v t•• p.. STING ROADWAY • :►'.• S<E LtN' ".__..:: IY�tin __ CRUSHED ROCK BASI SEE RAISED EDGE 1' -p SIDEWALK DETAIL - THIS SHE TYPICAL UNDER IM CRUSHED SURFACING TOP COURSE (CSTC) ALL CUT MIN. SIDEWALK OMPACT TO 95% MODIFIED PROCTOR `LOPES WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY 1Y2• (IN) R. (fYP.) ENGINEER) TYPICAL UNDER ALL CURB, GUTTER a SIDEWALK CSTC UNDER 2.0% 1 13% FOR CURB DETAILS CURB B GUTTER TO BE in THICKNESS OR . SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER FOR °f��� ` \ -" .._ ALL curta a Correa). � 1 FINISHED GRADE 1-(IN) BELOW Z.(r SIDEWALK TOP OF CONCRETE SURFACE ADJACENT TO CURB 1, a, 11p MIN. ROUT DING 117 (IN) R. (TYR ) _2.0% 1 14% FORCURBDETALS SEE STD PLAN 101 BRIDGE OR PEDESTRIAN SSF,�c�1`I ` ' • �.,, Il�t!P --y,�••••µ, �� RAILING FOR CURB DETAILS ADJACENT TO CURB BARRIER - SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS / WALL OR BARRIER FLUSH / I SIDEWALK 1W N) R. VERTICAL WALL- •.'-• SEE DETAIL D' War (IN) PREMOLDED f n •� JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL - • (IN) PREMOLDED FOR SIDE JOINT FILLER TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIONS / NOTE 1 (TYP ) 1 b% FOR CURB DETAILS 1.5%MIN. SEE STD PLAN 101 � r. - GROOMED FINISH � OR MATCH EXISTING I V� 4*WIDE, SMOOTH /I 7/ /A] TROWELED PERIMETER FINISHED GRADE I"(IN)BELOW TOP OF CONCRETE %/ / (_IY/ SURFACE FOR PLANTING- FLUSH I=PAVED ,,• Q' Y CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP / ~ (CURB AND GUTTER SHOWN) FOR CURB DETAILS SEE STD PLAN 101. / J NOTES F 1/8"T01/I' 1. Four feet of the sidewalk width shall © be the minimum pedestrian \ CONTRACTION JOINT ro• 11 �'•• accessible mute 1­.) free of vertical IN SIDEWALK ONLY and horizontal obstructions. Gratings, : 1' Access Covers, Ju nctlon Boxes, FULL DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other . CURB AND SIDEWALK (SEE ST0 PLAN 101.11 appurtenances within the sidewalk a" C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH DETAIL • ♦ •ya• 2. Monolithic Cement Concrete Curb and • -1 •• • � AO'• Sidewalk Is not permitted in new For other referenced NOTES See • q construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT JOINT PREMOUDE Standard Plan F-30.10-03. Paved surfaces must comply with STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI, pp EXPANSION JOINT STD. PLAN - 102 Pfri"R)DEPARTMENTUBLIC S CEMENT DEWALKCONCRETE ,AP( K01EU. M % 1./,rljT _ 6" CEMENT CONCRETE 1" R SIDEWALK RAMP VARIES OR LANDING FROM i 6"TO0 6" 1 318" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 812• SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 12" R. ROADWAY 2" I � 1 m 1 1 6• DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 - FACE OF CURB 61W _512" 1" �.J 1/2" R. 1" R. I FACE OF ADJACENT CURB 1 / m TOP OF • • ► ',• • GUTTER SURFACE ROADWAY PREMOLDED • '•• JOINT FILLER E FULL -DEPTH EXPANSION JOINT - FACE OF CURB 8 12" 51- 1• P' R � r 124 /_. I 1 TOP OF • t° 12•R. ROADWAY t_ 1 I 1 r-6• CEMENT CONCRETE TRAFFIC CURB AND GUTTER �- FACE OF ADJACENT CURB I FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF M" R. ROADWAY • D 10i DEPRESSED CURB SECTION AT SIDEWALK RAMPS 30 L_ 8 1/4" CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curt 8 Gutter Section, see Standard Plan 104.2 STDPUBLIC WORKS PLAN DEPARTMENT CEMENT CONCRETE CURBS 10" No 21/2" 5" .2-1/2" NOTE: IF DIFFERENT CROSS SECTION IS USED, PRIOR APPROVAL BY THE ENGINEER IS REQUIRED. EXTRUDED CURB NTS R.E.W. 05 01 19 R.D.J. suRvE,rED SCALE: R.E.W. 06 19 19 R.D.J. DESIGNEo: K. MELVIN DRAWN: S. ORDONEZ ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: R. JARVIS BY DATE APPR APPR0VEID' R. JARVIS VERTICAL: NAVE) 19M HORIZONTAL: NAD 1953/1991 DATUM OVER C-O" OVER 6'-0" TO 7'-9" MAX. TO 7'-9" MAX. V-0" MAX. C-O" MAX. 2" 0 STD. STEEL PIPE -WELDED JOINTS 1-1/2"0 STD. STEEL PIPE 3'-6" -�- 1'- 9' C.W. 8" T i FVirb X 12" 8"(TYP) IN SEE DETAIL A 2"0 EXTRA STRONG STEEL PIPE POSTS 2" 0 STD. STEEL PIPE POSTS A CONC. CL3000 I q COMPACTED SUBGRADE COLD JOINT WHEN NOT CONSTRUCTED INTEGRAL WITH CONCRETE WALK #4 REINFORCING U BAR AT EACH 12" MIN CONCRETE WALK GROUT POST -SEE DETAIL WIDTH AS SPECIFIED �1 B COMPACTED SUBGRADE SECTION A -A NOTES: 1. RAILING SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 2. ALL POSTS SHALL BE PLUMB AND RAILS PARALLEL TO GRADE. 3. PIPE MATERIAL SHALL CONFORM TO ASTM A53. 4. REINFORCING STEEL ASTM A515, GRADE 60. 8„ 4" DIA. 16 GA. GALV. 4" 4" STEEL SLEEVE TEGUL MINERALEAD 8" MIN.OR EPDXY GROUT �-I I'� DETAIL A 3"R DETAIL B NOT TO SCALE STEEL PIPE HANDRAIL FOR SIDEWALK TY o ADOPTED A"n CITY OF RENTON STANDARD PLANS 1ST DATE: 04/04 ...__ .. ....... nwr NAAJF- l4A9A CP PArr- Hill% SFENITTE2 /S"R X 5/B"D DUMMY JOINT SEE NOTE re 2 - 0'I> - I I I I 3/8- PREAIOLOED JOINT FILLER (TYP) CEMENTCONCREIE W -- .. CURS AND GUTTER • 5` � 5" PLAN VIEW FACEOF CENTE F CURB�FRAMEAORATGRATE 6 1 2" 13" 5 1 2' 1" t1:08') ADFRAME AND GRATE - NOT INCLUDED 1 /2" R. 1" R.CURS AND GIJITERRID REM ROADWAYIN SLOPS • D 3" • TOP OF D .•. 11' R. REM 1 ROADWAY D D D D .',• - D' D-`.• ADJUSTMENTSECRON-NOTINCWDED INCURBANDOUTLERINDTTEM CATCH RUIN-NOTDICLUOED D IN CURS AND GUTTER BID DENT �D b. SEC TIbN O y �'+ 'J• GENERAL NOTES: J1 ' 1. The Intent of this design Is to facilitate the removal of a catch basin vrith minimal disturbance of the curb. 2. The expansion joints of the " �! i r adjacent sidewalk shall 1 \ .I, be adjusted to be In Ilne with these curb / ' expansion Joints. .•:: j =�. I jl '' 1 IS0W41C VIEW SM. PLAN - 101.1 CEMENT CONCRETE CURB PRO D: PUBLIC 17ORKS INSTALLATION AT DEPARTMENT CATCH BASINS DA CITY OF RENTON Planning/Building/Public Works Dept. R-403607 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING n---+, jchavez 07/16/2019 WEATHERLY INN RENTON FIELD4500 TALBOT RD S PAGE. OK: PAGE: RENTON, WA 98055 DRAWING NO: SITE IMPROVEMENT NOTES AND DETAILS SP-02 SHEET. 7 OR51 RESERVED RESERVED PARKING PARKING p) 137-801 R7-801 (12" X 18") � (12" X 18") I p B/W B/W It LEHI LEE3 el W VAN VAN [ACCESSIBLE ACCESSIBLE R7-801A R7-801A PRECAST CEMENT - CONCRETE SEEWH EEL L THIS SHEETI 20' UNO 9.00 4" TRAFFIC BLUE 40' STRIPING AT 2'-0" O.C. (TYP.) 4" TRAFFIC WHITE STRIPING (TYP.) ADA DETAIL #1 1 "=10' WHITE cvuonl ACCESSIBLE PARKING SYMBOL nlllr LOCATE AT EDGE OF PARKING SPACE NOTES: 1. SEE SITE PLAN FOR COMPLETE LAYOUT. 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3. ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERWISE INDICATED. cn co STRIPING AND SYMBOL (PAINT) 00 NTS 0 Q o- m cn w Q _ Z cn 0 0 z w cn 0 Z 000 3n �CN U L Z w �M N a- � 0 I CALL BEFORE YOU DIG CDTHE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION co N rn CV AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. �Z uSIGN MOUNTED ON SINGLE METAL POST, SEE STD. PLAN 129 DETAIL ON THIS SHEET (TYP.) 4.00 2. P. (TYP.) 0 0 90' 4" TRAFFIC BLUE 40' STRIPING AT 2'-0" O.C. (TYP.) ACCESSIBLE PARKING SYMBOL, SEE DETAIL THIS SHEET O RESERVED PARKING R7-801 1:1 (12" X 18") B/W STATE DISABLED PARKING PERMIT REQUIRED PRECAST CEMENT CON ETE WHEEL STOP SEE D TAIL THIS SHEET REFER To Ro*403614, W,,403601 , SA03601 FOR AS -BUILT INFORMATION SIGN MOUNTED ON SINGLE METAL POST, SEE STD. PLAN 129 DETAIL ON THIS SHEET (TYP.) f 6.54 J J� 2.00 (TYP.) ACCESSIBLE PARKING SYMBOL, SEE DETAIL THIS SHEET 4" TRAFFIC BLUE 40' STRIPING AT 2'-0" O.C. (TYP.) ADA DETAIL #2 NOTES: 1. SEE SITE PLAN FOR COMPLETE LAYOUT. 1"=10' 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3. ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERWISE INDICATED. 4. PER ICC/ANSI A117.1 SEC. 502.2 VAN PARKING STALL SHALL BE PERMITTED TO 96-INCHES IN WIDTH WHERE THE ADJACENT ACCESS AISLE IS 96-INCHES MINIMUM IN WIDTH. 5. PER ICC/ANSI A1117.1 SEC. 502.7 VAN ACCESSIBLE SIGNS SHALL BE 60-INCHES MINIMUM ABOVE THE FLOOR OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. A" 8" MIN 10" MAX TWO #3 BARS 3:1 SAND & CEM GROUT 1" DEPTH TWO #6 BARS d a d 91, 2" CLEARANCE (TYP) I d .4 d d - - - d a PRECAST CEMENT CONCRETE WHEELSTOP NTS 55 D. ]A <z-O� 0F VVgsy j S �P o n Z 2 u, O4366 AS �FGI STEREO SIGNAL 06/19/2019 N0. NON -SHRINK GROUT BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION o! 0 O 9.00 22.00 4" TRAFFIC WHITE STRIPING (TYP.) 2" HMA 4" CSBC PREPARED SUBGRADE (95% COMPACTION) NOTE: MATERIALS AND CONSTRUCTION OF PAVEMENTS FOR PROJECT SHOULD BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE GEOTECHNICAL ENGINEERING STUDY BY EARTH SOLUTIONS NW, LLC, DATED AUGUST 3, 2017. LIGHT DUTY HMA PAVING NTS �- 5" CONCRETE (4,000 PSI) 4" CRUSHED SURFACING BASE COURSE (CSBC) PER WSDOT STD. SPEC. 9-03.9(3) COMPACTED NATIVE SOIL CONCRETE PAVING NTS R.E.W. 05 01 19 R.D.J. suRVEYEO: R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPROVED: R. JARVIS SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 I 00 OR MOUNTJNG ON EXISTING METAL POLE OR LUMINAl11RE SAL VANIZED BUTT WITH GALVANIZED WASHERS. METAL POST TUBE) F I N1 SSE C1 I A_ MIN. l CE. OF I z 001 zv j I ! n 2 NOT" 1. DaMEN51ON5 FOR THE PAR'S USED TO ASSEVBLE DIE BASE CONNECTIDN5 ARE INTENTIONALLY NOT SIHOW 1 BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN CUNPOANCE WITH NCHRP 350 CRASH 7ES7 CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY 10 ILLUSTRATE HOW THE FARTS ARE ASSEMBLED. 2. A 2" (IN) POST WTH A ? 1/+4^ CTN) PSST ANCHOR OR A 2 t /4' (N) POST WITH A 2 l/2" (IN) PSST ANC+3OR MAY BE SUBS-:TIj1EO. SEE CONTRACT PLANS. 3. PERFORAIED SQUARE STALL POST SHALL MEET THE REOuIREAAENTS OF WSDOT STANDARD SPECIFICATION 9'-06. d. USE ONLY BASF CONNECTION MANUFACTURER SUPPLIED HAROWAft 1HAT MEETS THE REQUIREMENTS OF WSDO1 STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELED ROADWAY FOR REFLECTORIZED SIGNS: MOUNT FACING 3'(degree) OUTWARD IF S+GN IS W IHIN 30 FEET OF ROADWAY SIGN FACE Olt W"AT1ON 5'LW POST 41 .. � � 6 1XVIIER &I{;,y POST SUPPMINT _ + TYPE ST-4 SIGN AUPPOitT +4MER BOLT L *%R tH HER • TYP- - -` i'K" SIGN POST SUPPORT - 2.25" (iN). 7-GAGE, HOT -DIP GALV., IIy.9" HEAVY-DUTY ANCt1OR Ip1,1 COMMEROAL CGNCRLTE MOtIIin"s ON METAL PORT S[GN MOUNTING ON SINGLE STD. PLAN- 129 PUBLIC WORKS METAL POST �mp DEPARTMENT (ADOPTED)Al 2; ONixDATE 1'-3" I MARKING AREA 8.03 SQ.FT. + L_J PAINT TRAFFIC WHITE. PAINT (2) COATS W/7 MIL. 4" DFT PER COAT 8" TYPE 1 S TRAFFIC ARROW VERTICAL• NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM NTS CITY OF RENTON Planning/Building/Public Works Dept. 6" 3' 6" �I I e , A d a 6" e- e d • 10 y CURB OPENING DETAIL NTS R-403608 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EjDEVELOPMENT ENGINEERING havez 07/16/2019 ' WEATHERLY INN RENTON FIELD4500 TALBOT RD S PAGE:AGE OK: P RENTON, WA 98055 DRAWING NO: SITE IMPROVEMENT DETAILS SP-03 SHOT. 8 51 OR N:163297.38 I E:1299518.99 \ I x ��-Iv- IV, - --' N:163282.60 � 81.5 0 1 8.50 85. 0 0 0 5:1c U I I 1.50 N:163284.54 E:1299200.64 I - 9.00 I •� _ a;1g 0' E:1299537.88 ' L I 1 17.00r------- - R=5.00 14.00 R 3.00 .00 R=3.00 R=5.00 o I 1 =2.50' - I 18.0= 1.00' 3.00' _ 1�=40.00' -%, N:163266.27 86 00' R=2.00 L - I 25 R=3.00, R=3.00' - - , R=3.00' - - - 1.73 I , II I 9 WEST OF , R=15.00' �p0' 2.88' R=3.00 13.00' R=3.00' ' 149 - 15.PROP LINE 1 r, I 16.42 .,19. R- .00 1 II 1 R-15.00' 9� -- C C C C C C C C C C C C 8P C I �o ---- 1 8.50 9 o. ' II I I Il I I , 0 0 0 0 0 0 0 0 300 II EXISTING BUIDLING I 3 , R=3.00 I c._ 0 1 Rr3.00 1 17.00' I I 16 13.00 16 - I 18.00 II I 1 R=3.007.16 116.911 R=3.00 - co 017.00' I =3.00' 24.00 /,, , , , , / 20.00 -- I I // 5.28 I 9.00 IN � 17.00' R�3.00' I I FFE:179.00 I Ill.�ll I 1 1 r� I 20 I I ° , IIf; j I L I s 1 ..'j I I �I 1°::.I 9 17.00' � - - - - - - SEE ADA DET) N:163152.84 I R=3.00 I I E:1299198.37 141.74 D S I R=1o.o0' ,/ #1 THIS SHEE' 20' ROADWAY EASEMENT PER 0 R=LOO' nn I 8302140392 , 17.0d o R=20.00' R3.00 0 1 15' BSBL 87.00 .,`ti�O R=59.00' I --- --- R=15.00' �S 8.69' � IR=10.00� 12.86 S R=20.00' r J R=10 00' - - 137.13'- - - - - R'�h� - - R=50.00' - a 7.48' I f R=50.00' 24 _ _ S89' 00' 38.00"E L 30.00 -0.00 - - 6A49-- R=L--630.96 Zil -.=12.00' 2.61' R=25.00' zi44.53' R=12.00' R=25.00' S D S 3.18' 20.00 �Q 9.11F 17.00 6.00 'L1� R=2.00' �� d SEE ADA DETAIL 6.00 .00 2S, N =2.00 N �4.65' 0 DS #2 THIS SHEET FFE:167.00 a 25.1 16. R=3.00' 24i - - - , .0 49.6 I S o o C:) REFER To R"403614, W-403601 . So*403601 FOR AS -BUILT INFORMATION N:163301.16 N:163301.05 - - - - E:1299221.47 E:1299312.42 N:163299.72 EXISTING BUIDLING .1I _ E:1299304.41 N89' 00' 53.00"W II 487.27' Q 9.00 0 I CV ^ DS R=3.00' 0 17.00' R=3.0' 15.00' 3 00' 3.00' 17.00' R=3. O' 15 00' / O R=3.00' j­4 d- 24. Oi j N:163140.84 E:1299547.39 6.13 R=2.0I ' �--- 17.00' R=3.00' 9 24. 0' j 24.50' R=3.00' 1 3.00'00 Oo 00 )s 18.60' I R-1150' 17.00 DO 20 Do IIN 20.2 I /I-►..°k.. •_ '•• .'. •- = °-•••�' ,••'I _.�._'-�•► _ -,� ..II•._,.�-. :��-� Il.x'-1_-,'- `� - : ` ' : ,..� i I IL '`T __i l • . '• JL R=2.00' I I 6. • .-. - •w ►,1 - • ►•: •►• I D -+_ ?_ , n,••�- S :•. �•► : -'y- • •It .. - �• ` 1 I• 1 r, / LO 17 L-- ! R=5., . 60' N:162972.81 00 4.8 , - •�,. _; ' ... b =12.00 E:1299359.72 '. ...... -� I i 126.65 ► " ' / . _ :162953.75 - N:162963.06 R=9.00' NE:1299360.554.50' 5.65,E:1299200.50 2 N:162953.98 0000 20.00 N: 162956.98 R=3. 00,a. + S E:1299365.40 E:1299365.48 �- - - - N:162960.21 C C C C N:162962.15 - N:162960.08 C E:1299469.07 _ '�� =; • ;=- E:1299235.39 E:1299359.50 E:1299549.57 o� I o\ � I I N:163146.72 E:1299552.55 N:163146.52 E:1299569.09 N:16314%82 E:1299574.98 10' ELEqTRICAL EASEMENT PER C. NO 6023496 N:163096.35 E:1299574.29 I N:163074.86 1.00 E:1299549.73 / 15' BSBL 196.34 N:163039.15 E:1299549.10LO W O 5.00 g _ ^ F0 5.00 _CD � ZI 5.00 -N:162988.22 E:1299543.55 IL 5.50 2.�Q=-------- ► N:162961.17 10' BSBL \ I - �1 00 - - - - - - -/ E:1299502.97� --___x__ __ N:162954.18 _ . - - - - - - _ N89' 01' 12.00"W .E:1299470.84 N:162950.03 63055' !! - E:1299242.32 N:162947.90 N:162948.15 N:162955.79 E:1299370.29 N:162950.90 I E:1299084.88 N:162947.77 N:162956.13 E• 1299370 33 E:1299472.61- EXISTING 60' RIGHT OF WAY 00 �� II 3 N II 1 / z W ca � O I CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION 7 00 `"POAND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING NujTHE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF N a 48 HOURS PRIOR TO ANY EXCAVATION. �Z N:162948.22 E:1299200.98 E:1299235.16:' ' E:1299175.50 - - ❑ ❑ ,a 0 9.0' I LOADING ZONE =3.00' LOADING ZONE , --------------- - - - �-- ADA DETAIL #1 of WAS& cLjs 1"=10' BUILDING PERMIT SUBMITTAL #2 2 s BUILDING PERMIT SUBMITTAL #3 Qj O �1P PFG I S T - SI0NAL '�_� 06/19/2019 NO. REVISION Iry �c a a o a � ` I LOADING ZONE L----------------- J ADA DETAIL #2 1 "=10' I I 1 1 .E.W. 05 01 19 R.D.J. suwEYED- scuE .E.W. 06 19 19 R.D.J. DESIGNED: 1 "-30' HORIZONTAL• NAD 1953/1991 ® CITY OF K. MELVIN I RENTON DRAWN: S. ORDONEZ ONE INCH DATUM CHECKM: JARVIS AT FULL scALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED' SCALE ACCORDINGLY R. JARVIS LEGEND BUILDING SETBACK LINE ZONING LINE PROPOSED BUILDING XX STALL COUNT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. DETAIL 101 SHOWN ON SHEET SP-02 CEMENT CONCRETE EXTRUDED CURB PER DETAIL SHOWN ON SHEET SP-02. as A. a � CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD. DETAIL 102 SHOWN ON SHEET SP-02 SINGLE DIRECTION CURB RAMP PER WSDOT STD. PLAN F-40.16-03 SHOWN ON SHEET SP-02 PARALLEL CURB RAMP TYPE B PER �- WSDOT STD PLAN F-40.12-03 SHOWN ON SHEET SP-02 o WHEELSTOP PER DETAIL SHOWN ON SP-03 RETAINING WALL, SEE GEOTECHNICAL AND STRUCTURAL PLANS ADA PARKING PER DETAILS SHOWN ON SP-03 R-403609 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 08/07/2019 ' WEATHERLY INN RENTON FIELD4500 TALBOT RD S PAGE. 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I" , , \ I::�:; I I III ::I. !n ' �Q' ; II I ;'11 LEGEND ---------XX --- -------------- XX--------- EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XX PROPOSED MAJOR CONTOUR XX PROPOSED MINOR CONTOUR - - - - - - - - - - GRADE BREAK "'- XXX.XX SPOT ELEVATION SLOPE LABEL TW TOP OF WALL BW BOTTOM OF WALL AT FINISH G RETAINING WALL NOTES: 1. ALL SPOT ELEVATIONS ARE TO TOP OF ASPHALT UNLESS OTHERWISE NOTED. 2. ORIGIN OF FILL AND DESTINATION OF CUT NOT KNOWN AT THIS TIME. THE SOURCE AND DESTINATION WILL BE FROM AN APPROVED SOURCE. QUANTITIES CUT. 23,000 CY FILL: 5,000 CY 1 AREA SUMMARY: TOTAL AREA:206,910 SQ FT AREA OF WORK: 163,350 SQ FT R-40361 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1' A" I I DEVELOPMENT ENGINEERING I a �l:l I III ;'i N \ �,` I ; I I jchavez 07/16/2019 ----SD ----SD 4 1 1 I !n II 1 I !n I CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SS D. JAR '1 of wasyr ck,rS h P A _ / ti 2 'a Ix Lu O� 41 p"34366 I S T E�"�� `rSI O N A L I-- 0611912019 N0. BUILDING PERMIT SUBMITTAL #2 1 R.E.W. 05 01 19 R.D.J. BUILDING PERMIT SUBMITTAL #3 1 R.E.W. 06/19/19 R.D.J. REVISION I BY I DATE I APPR SURVEYED: DESIGNED: K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS APPROVED: R. JARVIS 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M :, CITY OF RENTON Planning/Building/Public Works Dept. WEATHERLY INN RENTON 4500 TALBOT RD S RENTON, WA 98055 OVERAL GRADING PLAN PAGE: CG-01 SHOT. 10 OF: n N I•:I Imo. a- - s- r-16550 -`- II TW:173.50-BW:168.90- _ BW.171.18---- --'�- II TW:176.90 7j� ----------- _-- -Nb-______ - II TW:177.20 ------------------------- II c�---- T- ----- ----- �173.50 TW:177.72 II 15.00'1SBL 176.90 --- -- NI _---- ----- - - 177.20 �1 BW:171.09 173.32 - as aS (176.97 as as i II I TW:174.03 �- 177.06 - II I I I 173.53 m 176.96 -.M 176.97 II I I 173.36 4j Ss- Ss ss II I �� s- �� ss ' I I SEE SHEET CG-04 178.54 II REFER TO Ro*4036149 I; I � I / r III II � � 176.35 � 177.34 II I TW- 174.74 Lq Lq BW:172.18 I 178.64 T II W,,403601 9 S"403601 FOR I;' I �, 175.71 -I --- - i II I III N ' w . 177.98- II I I -3� �s I 1 ` II ASo*B V I LT INFORMATiON 1'" �� 175.59 ,��175.86 - �--; 'nn F , RD II ' 3 b II 177.841 178.01 it 1 /i/il% TW:175.39 174.89 III I L_ I I BW:172.45 1174.7 ` 1 I 1 179.00 Ir: '' l - - - - I,.I(o��� +-174.79 '" GRADING 1 I _ I I I ( 174.77 I DETAIL #4 BW:172.64 �174.60 - ;. 174.67 SEE SHEET - - ' CG 03 1 ,'A , 1� I 3 II• ° ` I I � - 1 178.97 1. RII o wool 17897- --- ' -30.1% �� _ � 1 178.35 178.94 0 155.62 I I I �� 1 155.55 i I IFS .. a - _ �► ► II I , a 179.00 ► I 178.40 179.00 -1 -3. II' a - GRADING DETAIL #2 1 178.95 179.00 M 155.81 20.00 ROADWAY EASEMENT , t o 179.00 �I SEE SHEET CG-03 -� 178.52 178.96 179.00 �" '156.28 156.37 159.98 a - 177.82 d U 156.33 - - - - - 155.83, 1 - - ;� �_ 1 N1 W I -1.4% 4�' SS-h°j� -c�� S- ' 1 ► G �G 155.96 u156FFFF.59 � /�h �o `�' Ss SS, - - Jac 1 _L N 156.70 -157.1 �� -5.0% � = 7.4% N - - _ _ _ ----- \ ---� - - - - f�' i CIO _ TW. 1 J w -�- • 172. � � 50 BW:167.1� - _ CIS ^off co _9.2q - '�_ _ , 170.17� 170.57 1 __ GRADING DETAIL #1 1 w /_ 157.25 - 8% _ r -' - - ' j 66.56- 166.79 SEE SHEET THIS SHEET 1 z_ 156.63 F�:5% I - G - j ! / - �166.69 RD 1 RL RD - 1 J G I 158. . 1 F ° - 167.57_RD-167.38 L166.60 r FD - _ 156:63 ,; 157.37 GRADING DETAIL #3 D 156.76 ; ; - - - - - - - .r 1 167.46 167.46 /i 1 SEE SHEET CG-03 r " Q 157.26 �'" / 166.61 167.03 166.68 166.89 1 / �' 1 GRA ING DETAIL#7 1 1 v :--- ,, 167.11 1 III 1 1 -Vol go i--'=-"--,e--=------mlow SE THIS SHEET In 1 1 165.00 .I Si 3 165.00 11 NIII, •` I 1 r 164.89 �, 1 1 s 164.92 1' ; I - -'FFE:167:p0 I ;II L �_ ----- -1 1 GRADING , � I , d o �162.28 DETAIL #5 --sDi �I Sp ' SEE SHEET DS ps DS DS ° , in 1 , I , 1 CG-03 RD / RD 167.00 R o 3 i 9 ri i 'SD I 159.04 _ 159.16 11. ° -1.0% - - I 1.5% , , 1 0% 1.0% -1 0% �1.3% / - - - - 167.00 166.78 �166.96 ��166.78 �� 3 o Oq N, 166.96 rn 166.78 I 167.00 DS i F- - ------ x 166.25 �9 p _ p a N 165.73 N 165.71 166.17 ----' / / S N r - - - - - - - ♦ - E I 11 I I cn 1N 165.75 o L'" I , dll TW.179.13 ' III 3 I` III I 165.94 1 BW:173.25 ~ I N 165.33 165.97. 1 ,' : " �, o I , dll I , .�I ' DS , - , D TW:172.00 3 `;PII ' L 165.53 ; GRADING DETAIL #6 //i ; %/,: BW:167 0 � II I 165.39 � � 165.66/ in 1.5% 165.49 1 SEE SHEET CG-03 -- 3 160.23 , 160.35 1 1 BW:167.00 R RD-165.96T RD 9 ' " �° 160.42 � 165.62 160.43 1 lUl RD 1 166.00;�, _ - - IA,_ TW:172.00 SEE SHEET CG-04 ^/ 12.5 - 1 /TW:175.00 �w-BW:167.00 BW:167.00 - TW:175.00 _ w ` V 1 BW:176.25 BW:173.25 A. I g 9 9 16� 6- w �166.26 w w w- w -�=-�� BW:176.25 -� ° i 166.16 Q) o - 160.54 165.96 00 160.63 I 0 ' -- - N 160.69 --, ,- -- -- �- ----- -+ia r W I�° 160.71 Q BW:166.76 _ _---TW:167.76 oCALL BEFORE YOU DIG Ai.l � N 01 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION °° N AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL En VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING NujTHE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF N a 48 HOURS PRIOR TO ANY EXCAVATION. �z - TW:175.00 TW:184.25 - 185.50 BW:185.50 BW:185.50 TW:184.25 TW:184.25 - BW:176.25 �TW:177.25 / �- BW:185.50 c,5 D. �AR� �� BW:176.25 TW:189.02 TW:193.50 - TW:193.50 TW:182.36 A BUILDING PERMIT SUBMITTAL 2 R E W 05 01 19 R D J SURVEYED: SCALE: LEGEND EXISTING MAJOR CONTOUR -------------- xv ----- EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR XX PROPOSED MINOR CONTOUR XX - - - - - - - - - - GRADE BREAK XXX.XX SPOT ELEVATION X% SLOPE LABEL TW TOP OF WALL BW BOTTOM OF WALL AT FINISH GRADE RETAINING WALL Q 1 VERTICAL* NAVE) 19M 2 s BUILDING PERMIT SUBMITTAL #3 R.E.W. 06 19 19 R.D.J. DESIGNED. 1 "=20' HORIZONTAL' NAD 1953/1991 o - Ix K. MELVIN It (V DRAWN: O 43668 �' S. ORDONEZ FS �FG I S T EO � CHECKED: ONE INCH DATU M AT FULL SCALE SI O N A L R. JARVIS IF NOT ONE INCH 06/19/2019 NO. REVISION BY DATE APPR APPROVED. SCALE ACCORDINGLY R. JARVIS NOTES: 1. ALL SPOT ELEVATIONS ARE TO TOP OF ASPHALT UNLESS OTHERWISE NOTED. 2. ORIGIN OF FILL AND DESTINATION OF CUT NOT KNOWN AT THIS TIME. THE SOURCE AND DESTINATION WILL BE FROM AN APPROVED SOURCE. ....... ■■■.r ...7 ......7...... 158.01 t 161,f _r a 7mm 157.37 ` 159.57 162.89� � 162.89 ■ ■ a . 159.54 160.11K160.14162.84 - po o� ■ -7.5% ° -0.6% % io"0 ■ i I o "' a 162.96 7.9% 00 ■ 159.50-1,,, 11 - .5% -1.1 % ■ �159.59 '1'1% 162.76 162.83 ■ r -7.9�1 160.13 160.20 % ■ I■ � 0 158.02 158.14 1D32 161.64 0 158.38 8.47 161.71 -1.2% 162.79 ■ 1.5% - ..a °� ° 161.26 ° � � , 161.62 i1 0 ■ 1.5%o I- ;5% -7.5% 0.5%I. ■ / 1 8.46- 161.32 161.65 162.73 1 15Q8.11 158. 13 158.37 161.29 - 161.62 ■ 01 ■ ■ ■ 11 ■ ■ ■ ■ ■ ■ ■ MEE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ o GRADING DETAIL#7 1„=10' ■■■■■ ■■■■■■■ ■■■■■■..*■■■■■■■■�■c�� ■ \ - as Qa 177.44 ■ TW:178.48 TW:178.71 ■ ■ 177.14 /G 177.917 8 8 0-c BW:173.50\ - -' ■ - - - �' BW:173.50 TW 178.77 ■ 176.71 TW:173.001 - 1�-- ■ ■ ---- _______ BW:173.50_--' BW:173.50 � ■ _____175.85 /� ■ ■ � BW:175.59 TW:173.00----�-- BW:166.93 ■ `167.13 --�" ^1„ A'^ \ � ,�TW:174.67 BW:166.93 - ®/I� _ TIA).17Z nn I-BW:166.93 BW:168.62 - BW:166.90 TW:173.00 BW:166.93 TW:1 i 8.82 ■ TW:167.05 TW:173.50 166.81 1 i BW:166.97 TW:173.00 BW:173.50 TW:170.94 ss BW:167.05 ss ❑ ■ 166.90 ■ 166.90 , 166.78 166.82 166.92 BW:173.50 RD RD RD �f' RD RDBW:166.94 FD 166.82=-,zz::�166.86, Fp ���166.96 TW:173.00 D / 166.96 166.96 S p ■ ■ / / TW: -179.00 ■ TW.It .00 ■ 167.00 BW:167.00 ■ ■ FFE:167.00 ■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■or GRADING DETAIL#1 1 QUANTITIES CUT: 23,000 CY FILL: 5,000 CY AREA SUMMARY: TOTAL AREA:206,910 SQ FT AREA OF WORK: 163,350 SQ FT CITY OF RENTON I."R V4297 Planning/Building/Public Works Dept. 1 "=10' R-40361 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 07/16/2019 WEATHERLY INN RENTON 4500 TALBOT RD S RENTON, WA 98055 PAGE. OK: PAGE: DRAWING NO: ENLARGED GRADING PLAN cG-02 SHOT. 11 OP51 C') Lu 0000 0 itGL:170.09-Vss-170.5; �■ Iwo■% ///■■■ Wow 177.38 ■ i 177.47- ■ ■ ■ z \-177.42 ■■//// ■ Li 177.39 ■ ■ / ■ 177.32 ■ /■w; ■■o �1. 177.32 ■ ■ ■ ■ CS ■ ■ ■ ■ - I 173.61 174.29,' 174.79�177.20 ■ -176.79 �� ■ 177.44 173.54 173.804.36-7.1 % 177.00 ti ■ �172.54 172.12 I - ■ 173.91 174.79 176.78 172.01 N 173.50 �� ;° �174.02 176.90 ■ ■ ■ TW-173.04 ■ 172.00 ' ,5.�% �° 175.30 ■ ■ ■ BW- 173.04 171.96 ° �° '/ 173.42 %■ ■ ■ ■ ■■ �171'71 j i \ -� ■■■�■ 171.21 174.23 ow i ,�% 171.89 N, ■■■■■■■ 1171.31 ' ■I■■■■ ■ GRADING DETAIL #2 -1 17100 ■ GL:170.50 ■ ■ 2 1 =10 to to 0000111111111 ■.��/��/166.14� �66.26 / r 164.40 �164.49 ,' 165.85 L /,- 66.06 164.72 165.83--\, ■ � °'65� 35% 16476 10 .92. 4164.78 165.21 ° 164.29 17163.166.02 -3.° F. ■ 163.81 ' ■ , ' I ° �7 2% N o° 165.90 166.34 °° 166.40 } °° ° ° 164.82 ■ 163.81 0 °o ��� ° ■ I - ,164.85 165.26 / ■ 164.30 163.91 - I ■ 16i.73J ­165.12������'■ ■ 163.78 �� ��'■� --7-3------------ BW• 172.22BW-12.8 _ - - 17_0_- _170- --- -- ----- - -- ---- - - TW:178.79�--------------- BW:173.25--- -- - -, BW:174.88'' TW:178.49 ' TW:177.94 BW:178.18 ' , TW:178.41 178.39 7=178.29 - - I o TW176-96 177.44 LEGEND of � , 178.28 178.18 177.341 0 177.69 TW:181.18 ; - - - - - - - - . EXISTING MAJOR CONTOUR as Js as , �as BW:178.34 ' 177.53 178.02 ' 178.23 178.20 , -' ;�-------------- h,, EXISTING MINOR CONTOUR M M M M _177.35M - 177.46 ' I BW:178.53 ' ` XX PROPOSED MAJOR CONTOUR N 177.86 ' ' ^h ss-�js SS ss SS ss ' ' XX PROPOSED MINOR CONTOUR - 177.87 178.65 ---- 178.62 178.08 o I. 178.03---------- � ` 178.64 8 177.90 ' GRADE BREAK Lq 178.30' ' XXX.XX SPOT ELEVATION 178.90 178.90 1l8 V1'" X% SLOPE LABEL 178.90 Ro Rp RD 179.00 178.02 \TW TOP OF WALL r- FD R� F - FD .178.80 I TW 183;21 u 1178.04 , BW BOTTOM OF WALL AT FINISH GRADE 179.00 179.00 176.00 ;� BW:178.91 2: RETAINING WALL FFE:179.00 NOTES: 1. ALL SPOT ELEVATIONS ARE TO TOP OF V' ,' 178.60' TW-.184.34 ASPHALT UNLESS OTHERWISE NOTED. 178.80 0' 178.63 / 1178.66 178.55 .BW:17g 25 TW:184.72 2. ORIGIN OF FILL AND DESTINATION OF CUT 178.49 178.69 BW:179.24 NOT KNOWN AT THIS TIME. THE SOURCE AND DESTINATION WILL BE FROM AN APPROVED 178.80 I I " 178.74, ' 'lap- - =1.4% - as 178.41 178i 59 SOURCE. 178.78 ' - ,'' 1 QUANTITIES 11121 179.00' TW:18r5.83I BW:179.01 I I I I'r' 1 - - CUT: 23,000 CY 179.00 179.00 TW: 200.00' 4 ,,• FILL: 5,000 CY � I BW:196_.97 �fwO I 4' ��% TW: 187.96' TW:196.00 , BW: 187.96' ; AGRADING DETAIL#3 1 "=10' IF■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 178.59 _ o ■ I ■ ■-'" 178.79 179.01 I ■ ■ '� --- - ■ I 178.60.- 178.79. ■ ■ 0. ° ■ o :' 178.60 178.79' o ■ - ■ I (( _ -0.9% 7■ ■ I v r Of ■ ■ 178.59 178.79 ■ I ■ FD 00 ■ ■ c s.17 9 - s$ 178.79 ss ■ ■ 70 '. ■ 0 --- ---- ------ ■� o % ■ ■ 178.59 178.79 179.00 _ ■ ■ I ■ I o ■ 178.44 ,' 178.70 1`0CD ■ I 178.94; ■ ■ 178.91 '' 178.70 ■ 178.40 M ■ 178.89 ■ CID N ■ 178.39 DS ■ o �..■ ..............:. ■A/■� Q i w m GRADING DETAIL#4 Z w 1 "=10' cn Q i Z V) o- 0 Z w cn Z 0 Z w o- 0)o �00 3 N i Z w �a- � o i En CALL BEFORE YOU DIG C, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION CID N N AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING uj THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. �Z 166.69 ■ 166.66 ■ ■ ■ 166.66 ■ ■ 166.63 167.02 ■ 166.66 ■ 166.59 166.85 . ■ 166.59 ■ ■ 2. ■ 166.91 - - - ■ W. W, ' ■ _ - w- o I BW.18812 ' AREA SUMMARY: 178.21 178.29� - , 179.00 ITLJJ -1.7% ' " I �' BW:178.79 TOTAL AREA:206,910 SQ FT 11.7%j AREA OF WORK: 163,350 SQ FT _ - - - - - - 178.73 o I 178.19 TW:186.62 , 179.60 178.80 I �' ■ L1J i o 1178.16 ,' TW:187.30, ■■■.■■ ,■ *■■■■ ■■ ■ 179. 177.96 178.67 ° I 'I ■ L1J 178.20 TW:187.39 " � ■ ❑ _ 179.00 ■ BW:179.51 ' J 178.10 ' BW:179.28 , ■ ■ _ ,� j BW188.23" 0 178.03' / 40� ■ 166.85 ■ U s TW:196.23' ■ - w ■ Q 178*06 0 ■ ■ -3.8% �178.18 A. ■ L o r ' D S ■ t o BW: 182.84 ■,'' '� ■ - ' / ■ ' f`� TW:188.78 BW:197.17 ' O O Q BIN:189.67 TW: 205.17 ■166.815 ■ ., TW:196.85 'TW: 205.79 ■ 166.48 aj � ° ' BW:197.79' BW:167.02 TW:1'74.98 T - ___ 1 -7 W GRADING DETAIL #6 1 "=10' i�����n - •��I_Ill� ® REFER TO Ro*4036149 W,,403601 , So*403601 FOR AS -BUILT INFORMATION SS D - JA R� �O� of WASyr crS �P o � u, Z 2 t � OF R43668 FGI STEy'�p `rSI O N A L 06/19/2019 N0. BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION 0 178.82 I ' 178.44 I o �' ■ ; 166.85 ■ DS,,TW:192.83� 178.50 178.431'' BW- 193.98 �' 166.45 179.00 - '1j TW;200.40 9 ■ CC) 179.00 BW:180.82 BW 201.33 ■ / 178.43 TW: 205.34 -166.85 T 178W .22 , 0� ' o, :186.2 ■ 166.43 aa178.94 as °a 178.60'' ■ ° It ■ ■ SD-,■ BW:186.86 A a a TW:192.85 ■' ' BW:178;53 BW:193.68'■■ ■■■■■■■■■■ ■°■■■�■■■L A W w W h W 178.52 TW:199.71: TW:186.05 GRADING DETAIL #5 TI , 1 "=10' BW:173.25 ; TW:205.781 ' TW:179.13 BW:200.54 ' TW:179.18 _ 178.83 TW:192.85 ' 78.57- BW:179.69 ' 178.86 ' ' BW: 186.86 ; TW:175.00 _ _ W:179.39 0' TW:186.23:- - BW:180.02 ,' ,' ' R-403612 _ BW:176.25,TW: 179.12 BW:180.01: BW:201.18 I BW:187.06.� TW:186.18 TW:201.22 - IN COMPLIANCE WITH CITY OF RENTON STANDARDS :184.25 ,BW:185.50. = TW_186.51. W_- TW:191.41= BW:188.04 _ _ N _ , _ _ ' DEVELOPMENT ENGINEERING N : - -: T� jchavez 07/16/2019 : N89' 01' 12.00* _ TW 193.50 TW:191.84 - - - 3 630.55 , , - - - BW:176.34 TW:193.50-- G BW:185.50- - - - _ TW:184.25 - BIN:192.97 I� �� �. ail,61441E - - - _ V_ TW: 200.00 = R.E.W. 05 01 19 R.D.J. SURVEYED: SCAM DACE: ■- f HORIZONTAL- N R.E.W. 06 19 19 R.D.J. DESIGNED: 1 20 �R1. CITY OF W EAT H E R LY INN R E N TO N TAD 1983/1991 3/1 K. MELMN 4500 TALBOT RD S PAGE, OK: DRAWN: RENT 0 N PEE: S. ORDONEZ ONE INCH DATU M R E NTO N , WA 98055 DRAWING NO: CHECKEDR• JARVIS IF NFULLO ONE INCH Planning/Building/Public Works Dept. ENLARGED GRADING PLAN AND DETAILS cc-03 BY DATE APPR APPROVER. JARVIS SCALE ACCORDINGLY SHEET. 12 OF•51 ASBUILT SURVEY EXHIBIT VERTICAL DATUM: HORIZONTAL DATUM: NAVD 1988 PER CIR OF RENTON NAD 83 (91) - WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE. z O VERTICAL BENCHMARK: ~ CITY OF RENTON VERTICAL BENCHMARK NO. 2122 BASIS OF BEARINGS: Cr) ELEV. = 157.78 US FT THE BASIS OF BEARINGS IS THE BEARING BETWEEN RENTON POINT 1227 AND RENTON POINT 1892, CIO AS NORTH 48'01'12" WEST, PROCEDURE / EQUIPMENT: Lu >Q A FIELD TRAVERSE USING A SPECTRA FOCUS "30" TOTAL STATION SUPPLEMENTED WITH FIELD NOTES, ~ U) �►ram WAS PERFORMED, ESTABLISHING THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE O m � LL- c�5 JAR �� MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE U, - O O 0� O WAShI� is ; STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH N WAC 332-130-090. Lu ; X �° * , LJ,J r r= Q DATES OF SURVEY: W (n I- y.� FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED ON JANUARY 20, 2023. z Q (n ° Cr ALL SURVEY CONTROL MONUMENTS SHOWN AS FOUND WERE VISITED IN JUNE, 2007 AND LLI LU p j � SEPTEMBER, 2017. > Z L 3 R �o�. 2 F ScrsTE��Lu z G�`� �20 ADDRESS/TAX LOT NUMBER: LL =�-�h�06 4500 TALBOT RD S. / 312305-9067 0 O pq 0 15' 30' 60' SCALE: 1 "=30' v ¢o WOOD FENCE L g 1.2' NORTH G4 30 �� �0, g0 BUILDING OVERHANG kD,� 0 N10 CONCRETE CB TYPE II EDGE OF p4� BUILDING RIM=176.97' EDGE OF I OVERHANG IE 12" ADS W=170.92' CONCRETE FND 4"X4" ONC POST -^ - -°-'- =d IE 12" ADS E=171.02' - r - EXISTING BUILDING _ PC MONUMENT IN CASE � ROCKERY L_ - - - - - - - - J I - - - - - - - - - - - - w/ BRASS PLUG I BUILDING - ----J CBTYEI II II OVERHANG RIM=1 7.43' 481.00'(DEED) IE 12 ADS W=172.71' - - - - N89'00'53"W 487.27'(CALC'D) IE , 21 ADS S=172.74' II I I SSMH �� HVAC UNIT ROCKERY SI H 0� I _ _ RI=177.64' CB TYPE 1 - - - - - - I 8" PVC S IE=171.05' p II I 4O\1 99. IE 12" ADS IS=170.38' I I 0.6 6 D 5 0' - _X se s8" PVC W IE=170.95' II I v 8 �,�� IE 12" ADS E=170.32' N -- --- - - - -M X 000 -gyp �p gp6 -� - I , 0� �p ss = ss - ss ss ss - ss eb\ EXISTING BUILDING I N N -� - - II I W r II I p4� �9.0' WEST OF LINE IFIf E P OT.V LVE WATER VAU T ` PARCiL B RIM=178.71' - o CB SOLID LID TYPE II „ „ I 00 o 12 5g 94 IE 12" ADS N=173.10' FOUND 4 X4 CONCRETE POST ; II I II ROCKERY RUINS 0.5'-1.0' WEST I� HYD. C C C C C C I&p REg �J1 I ) C C C C IE 12" ADS 5=173.06' MONUMENT IN CASE ' I r OF LIN III I IRE ROT. CON ECTI N II I o II I E WITH 1-1 /2" BRASS PLUG II I Z I II N N W "RENTON 1227" (HOR) �� II I II I I TER VAULT » » SSMH _ N N �••�• RENTON 21 12 (VERT) I RIM=173.66' _ I•. .I illl III I I' AI / (7 / 1 1 / 17) m- y�- 8" PVC E IE=167.07 00 Lo - rl IJr I,I I 8-PVC{ S IE=166.97' - �- ELEV. = 154.78 (NAVD 88) I N I O,* w I .L II j •►{ I 4 WI CB TYPE 1 I N - Y-nl FFE:179.16 W �t t I it I1 RIM-172.28 SS Y 12" ADS SW IE=167.94' } N I SS / SS I / / I o 3 I 12" ADS NNE IE-167.9T 1 / / { i j'' • ', 12" ADS I€=167,94 W I -I Y �. CB TYPE o APE 1 � 3i CB TYPE 1 I \ R =1 7.27� - RIM=178.66' ? I w l WL1.i' I RIM=170.97 AD SW IE' 2.6 A IE 12 ADS N=173.45 I I 12" PVC NE IE=166.55 ® IE 12" ADS S=173.46' cv1 IE 8" PVC W=173.54' .III 12" ADS W IE=166.49' IIt/ III I CB STD GIRT TYPE I SSMH N24'03'36"W-4F ''�(MEAS) 1 \ u >g l RIM7717 =161.54' RIM=166.�6' 6' o / _ 2 'u 12 PVC E IE-159.19' - I 8" PVC E IE 160.26' 8 � SSMH GREASE TRAP i I � 12" PVC SW IE=159.19' 8" PVC W IE=160.16' I '�•• _ RIM=166.98' �- , �. \\ / /// 4" PVC N IE-16'� \ M \` Q I i j TOP VERT PIPE=163.40' o M � Q ;, 1e� - - _ _ O I SSM rt BTM VERT PIPE=163.89' r` ' I # - - - - - 4-9"o - i _ _ - RIM== 72.38' -t CO 4" PVC S IE=164.84' \ O I �22 95' s ss - ss _ _ 8" _ TOP VERT PIPE=165.35' )♦ ~ �� F- a: If - ° - - - 8" C W IE=165.68' G BTM VERT PIPE=163.77' \ SDMH G I / N89'00'38"W 484.84'(C 0. 'DEED} - - / SD C° `- ~ I' ^^'�� IM=16163- 1 SSC- �- d I B NI E N O 17 12" iE�5 eQ �- c c G G SS - - s "p / S8�00�E6G ADS W IE=-......t� .::.l..Q SS O ..E I� I CO 1 :.. l: 8" PVC E IE=1 E FDA ON � �22 � DRO � �, � t- I •, 4 PER ELB1dW IE-15 ••: � �' • ""�-' I SDCO � I ED�I�E'j,� CO / TISSMH RIM T178.03"i . ........... 8" f�VC S IE 14 _ O I C=173.76' \,\\ I I- I 4 R gLBOWE 1 .41' ///////// ji . SDCO -/ RIM1=178.90; SD 0 TtAD 8" PVC N IE 145. 6'� a " i ' ' E Q �// / / / i i i , YARk� GRAIN 173.66' / I I I it II YARD DRAIN YARD DRAIN ' RIM2=178.81' - RECYCLING I r ORIFIC IE=153.61' i RIM=166.91' RIM3=178.66 - - X u) �, ' I 8" CMP CONT L=152.78 RIM=1§698 RIM=166.96' 6" PVC S IE=164.10' - 6" PVC S IE=163.74' 4" PVC E IE=176.00' 0) ° CB STD F�ql I i Q 'C S IE=164.39' YARD DRAIN EAST WALL TOP=176.84' SD 0 N M I / RIM=166.94' _ OR SEWER R 6 8' I , SDMH �1 6° PVC S IE=163.81' r \ [� l CNTR WALL TOP=176.88' o y 12" PVC E # ' `I I ' I i /\ J \ C r L r1 WEST WALL TOP=17 �- c�� CB STD GRT>T�PE I �'� I R°=162.94' SSCO_. S 12 PVC S 4^16' III CD9 ~ , ° VA LT ACC L //G F NEW FOUNDATION ;(, �l(� 4" PVC W IE=175.90' 1 2 3 OG RIM=178.58' 12" PVC N 4� ¢r. 1 # i I I; �I NE: I=158.73' M=163. 8 ACC I YARD DRAIN F F E . V I .�� A F 1\1 3 � `-' `�' `� " 0 J � 6" PVC SW IC�=176.05' f:i IE=154. 4 STOR VAULT RIM=166.95' 4{ I I VAULT ACCESS CB TYPE I RIM=1 5.13 6" PVC S IE=163.68 NO RIM O I a I I ' III Q__I / RIM=166.54' (/\ r1 r1 �� r(, L l \ / L (, ( \ r I:~ I� I CEILIN =161.3 ' / 6" PVC E IE=160.24' (ADDRESS J J J� r S S J 1 1A S S 1.�J J r D) 12" ADS NE IE=174. Iii NI VA L BOTTO VAULT=154.4 _ 12" ADS SW IE=174. CB a I ACES - 8" I SDM I 0 / SD I CR9 ~ I °..=162.98' a NI•a ^ 12" ADS E IE= .47' VAULT ACCESS/ RD RD I = I Iii ; I I �'I '_� TOP LL=161. 9' I RIM=166.81' j RD YARD DRAIN y/ P � �Ti RI TYPE I I'�I. NO RIM - � RIM=178.32' I. - - i � ADS W IE- 57.60' 8" PV E IE i I I i 12" ADS N I-174.28' � II 3 _ I E v� I PVC I 17512' I E E C!� U Z J Uj N Z ui L F- F- O a Q LL Z W z elf U LL T Om HOG WIRE FENCE U DOWN m � z I' N89'00'53"W 661.38' FROM E. LN. OF I NE Ya ATPIYa NORTH OF CORNER THEE I I 00 I00 I I VERT PIPE TOP 151 1T 12" ADS SW IE=174.31' M I 2 } { } VE OPENING 160.3 ' l I � -I •• I•'� ••' •• .�•' I I � I L / I I o W - W 6 RT OPENING 159.42' I o. 3 VAUL I I - I rl I 0 _ .. o • o. CB STD T• PE I � I s GR I vi 4 A 0. i T 1 CCE S b VER PENING 5 0' e e 2 a SD I I .. I ... C . t-- s RIM ,66. HERE 0 I 69'/ WATERLINE CUT &CAP �I 3 I yaw I i i _I kYI.., .�•il��llI. l#I �II�„III 'II, ''; III _ 1Q IIiIi II - 8" PVC E IE-0�62.83 ACCESS 8PVC W IEI FLd O 'F/ YARD DRAIN YARD DRAIN O O aRIM=166.50' RIM=166.54' I / ;IIIFL II HYDRANT TO BE KEPT OPERATIONAL - 6" PVC E IE=164.28' 8" PVC W IE=164.32' o a 8" wl PVC W IE=164.28' ' rc :•� � r.Id qp9 I U I` 9 I I I� I WoDO NO RIM 12" ADS NE IE 175.17' I I �e'Gd 1 I� m IIIII a WATERLINE CUT & CAP HERE - SD'-_S I RO II II L✓ G / " D49a SD -SD -SD-SD- SD- SD - SD -SD C C SD - ROO(L.....�.....�..°:: r-III I' III �. ° ----::.n7�!57�ROCKERY , LgWN ROCK WALL 0.6' ;III ; ', - �F NORTH OF LINE ��Ir��l„ ; ICI I °, --X-- - - •�---- ----- I r-- - - - - - - �,oG - ---- 1.1D�II ° N89'01'12"W 630.55' I - I;:u III I ""'BUILDING 71 EDGE 111 I II I I I { OVERHANG -/ BUILDING LANDSCAPE l OVERHANG DECK I I LIGHT J-BOX LANDSCAPE RETAINOIOOD STEPS I; -1 III SSMH EXTRUDED CURB PAVERS WALLS KEYSTONE LANDSCAPE WALLS PAVER WALK w/HANDRAIL ROCK WALL o �l I II II s_ I CB EXTRUDED CURB ROCK RETAINING WALL LANDSCBUILDING PAVERS EXTRUDED EXTRUDED CURB OVERHANG -�tl II I EXISTING WATER LINE TALBOT PARK CONDOMINIUM BUILDING CORNER (ABANDONED) R) C. NO. 9706041221 4700 TALBOT RD. S o a ll I I RENTON, WA 98055 C I I ®yr APN 3559100000 a l C-) 04 ® � MI II B I I co I II III W I II I \ o co \ m 2 w z 0- z U Lu m Q Q U LJ.J Lu z J Lu Q i S Gefll LL �Mi, �� ��A �g0`�• w Av 0 z N O- 2 > m m II o jCn4 Q 1 _y 0 rn 3 o U a� a U Q 0 O V c ^i, W � N o c o L � W � fV T M i Q OO C4 -0 dl N Q tV I-- Ln i Ln a-+ fV yvV coW O �, or-0 Y N L r W E W z 00 o O V_ 0 s I C, NJ O co 00 K0 0 0 Q Ld m Z L,LJ Q i Z V) 0 o' 0 z w cn 0 z LLj Q>C)o 0 L� z w N a- � o LLJ E L� 0 n U-)� ,I- 0:� u')co dc5 rn N 0 N LJJ �p O N a_ �Z _-_T�_ ---�- -,�I, __--_:___----- _-===== �_______________ _____ _ _ _=------- _=---------170= - = 170-- -- _==_= ' II a II ----------------- CD o II r - - - - _ /--90 LF OF 12" ®0.94% _ - _ - _ - _ _ _;; II + II II CB #g CB #6 , I _ - (SEE STORM PROFILE #1) STA: 3+65.69, 0.00' 4+0 _ , 5+00 . _ SEE STO M' P OFlLE 1 6+00 - STA: 6+34.19, 0.00' ' o II II CATCH BASIN TYPE 1 _ _ CATCH BASIN TYPE 1 ; II I I ; 1 S OF 12 0.91 ,r- - W/ VANED GRATE M- M ' W/ BI-DIRECTIONAL VANED GRATE II II RIM:173.35 CB #7 RIM:177.38 I I; o II II - IE IN:170.40 (12" E) sS STA:4+56.16, 0.02' RT - ss SS Ss ss IE IN:172.87 (12" S) II II I I IE OUT:170.40 (12 S)' ,� CATCH BASIN TYPE 2 - - - _ _ IE OUT:172.87 (12 W) W/ VANED GRATE " -I RIM-177.06 43 LF OF 12 ®0.50% , ' II ,g` I W �IE IN:171.25 (12" E) (SEE STORM PROFILE #1) II II CB #10 ' a�r1 h IE OUT:171.25 (12" W) 1 RD RD RD; ��'4' STA: 2+36.43, 0.00 CB #5 ' _ I L ' 1 CATCH BASIN TYPE 1 ,' ` - y ''' STA: 6+77.31, 0.02' LT ' T- 1 W/ VANED GRATE �' o CATCH BASIN TYPE 2 RIM:I / o ' , ,, c�D.�•jI p -__� I 172.11 >� I " + W/ SOLID LID 2 63 LF OF 12 (� 0.51% r- ' :}I F 3 III• :I .'� { IE IN:168.00 (12 NE) �o CB #g RIM:178.58 , IE IN:168.00 12" N N SS �� (SEE STORM PROFILE #1) , °: { CB #22 i ( ) `STA: 0+25.67, 0.00 _ IE IN:173.08 (12 S) , +t ; III.;I ' STA: 0+72.65, 0.00' IE OUT:168.00 (12" SW) , ``` CATCH BASIN TYPE 1 / ---� IE OUT:173.09 (12" N) ; CATCH BASIN TYPE 2 `J W/ VANED GRATE IDS W/ SOLID LID ^�c� 23 LF OF 12" (� 6.00% - RIM:177.23 _ �-w i , _ = I I RIM:163.03 CB 11 w� IE OUT.172.73 (12" SW) IE IN:154.68 (12 S) STA:2+13.62, 0.01 LT �, 1 ' ' RD �1' F OF 3 39% - I -', •'' ,' ; 1 NCI. I IE OUT:154.68 (12" W) , CATCH BASIN TYPE 1 � 9 / - � bm Cu #23 W/ VANED GRATE a F �' ----- �c, ' STA:1+62.33, 0.00' ; �� STA:0+92.55, 0.00' . RIM:170.93 �N,Q �1 o STA:7+40.37, 0.12' LT r CATCH BASIN TYPE 1 ; , - EX. CATCH BASIN TYPE 1 IE IN:166.63 (12 NE) 5, o - Q:f CATCH BASIN TYPE 1 olll �� " ����- � � 'I -� - � W/ SOLID LID RIM:156.04 N `ram W/ VANED GRATE IE OUT:166.63 (12 W) a N. >9 _ , " in RIM: .' IE IN:154.32 (12 S) RIM: 1 FEE-:179'0 N , " , �- ; "ifbyas o o - IE IN.173.40 (12 S) IE IN:154.04 (12" E) ` IE IN:159.15 (12" E)_ IE IN:173.40 (8" W) IE OUT:154.27 12 N �, L S �� ''-' 'o " ( ) cn 2 IE OUT:159.15 (12 S) �� _ _ _ _ -� �- IE OUT:173.40 (12 N) -' S M P 2) ' 12 LF OF 12" ® 0.50% o CB #19 (SEE STORM PROFILE #2)� S / STA:12+22.30, 334.05' RT _ LINE o T-,�o / TYPE 50 AREA DRAIN - o I ' 88 LF OF 121 ® 0.50% RD S CONNECT TO ROOF DRAIN LINE 14 (SEE STORM PROFILE #1) ,;, CB #21 //� o; STA:8+10.55, 0.00 II I i ' II ' 117. I 18 LF OF 12" 0 0.50% I� � / -STA: 0+60.67, 0.00' CB #17 IE OUT:163.69 (8" S) CATCH BASIN TYPE 1 ,' J STORM PROFILE #2 1+80.89 = o z ', FLOW CONTROL STRUCTURE STA:2+13.62, 29.03 RT 'W/ BI-DIRECTIONAL VANED GRATE `Q 19, 11 A -LINE 12+21.54 Q ' TYPE 50 AREA DRAIN o ' III �I R a :SEE DETAIL ON SHEET SD-04 CB #18 SEE COURT YARD o o RIM:, 77.86 " CONNECT TO ROOF DRAIN LINE - �' DS ; IE IN:154.74 (12 S) STA:12+14.55, 305.56 RT IE IN:173.75 (12 S) O IR �fI31�D MODULAR WETLAND MWS-6-8-V - STA:0+42.64, 0.00' RT - IE OUT.154.74 (12" N) RIM:167.04TYPE 50 AREA . - oc "-CCIE WITH CURB INLET I " IE OUT:163.69 (8" S) CONNECT TO ROOF DRAIN DRAIN LINE GRADING DETAIL #2 IE OUT:173.75 (12 N) , 1 12 OUTLET PIPE FOR VAULT ❑ SEE DETAIL ON SHEET SD-04 " I- CONNECT ROOF __ RIM:166.78 ' 0 1--_1311I IE OUT:154.83 (12 N) DRAIN INTO VAULT THIS SHEET '� '- RIM:162.78 " cn ' `Q' " IE OUT. 8 S ' I IE IN: 158.90 8 IE: 160.79 FFE:167+0 ( ) ; W , Qs, I IE OUT: 157.37 ps .�, '•r><; " j >>9 ,Iran , I 34 LF OF 12" ®0.50% RD i 42 LF OF 8 ®0.81 % " (SEE STORM PROFILE #1) ' I.1�1� 31;; 3; :II 1 ; STA:0+11.62, 36.65 RT 1+ �4 LF (� f ` I ; ' : ; ;Ih 12" PIPE INTO VAULT - o (SEE STORM PROFILE 4 I' T#� I', o+`I'�1+� wi-- _w�� ''� IE IN:157.20 (12" W) STA:10+04.81,00 M p' CB #3 �.,11 I;; ; 3' i STA:1+74.37, 0.13 RT TYPE 50 AREA DRAIN ` R'STOR �STA: 8+84.53, 0.00' 0 3 �' . ; ;I CONNECT STORM LINE TO RIM:178.66 0+ 4 10� 00 CB #2 CATCH BASIN TYPE 1 I` I STORMCAPTURE VAULT " , IE OUT:175.25 (8 E). " W BI-DIRECTIONAL VANED GRATE ;I• j �`. ,0 3� f' �RIM.162.51 /, /,-'' x 6� 44 LF OF 12 0 0.50% �STA:9+63.08, 0.00 / _ A pztg ;+ - I ; I I ; IE IN:160.79 (8" E) n CATCH BASIN TYPE 1 jRIM:178.22 " o I..' , -'' ' _ IE IN:174.38 12 W , � , SEE COURT YARD GRADING W/ BI-DIRECTIONAL VANED GRATE ( ) III RIM:178.66 �IE OUT'174.38 (12" N) :•�3I 3',, �I "' DETAIL #1 THIS SHEET IE IN:174.91 (8" W)- ; 11 1 I 10 LF OF 8 0 17.85% " - - IE IN:174.91 (12 SW) ' IE OUT.174.91 (12" E) o o , _ *� AIN II.tii113�D ~ - __- - ___ __ __ C' - 777 (�I I" T - STA:10+75.58 179.87' RT -� I • :#I II I I ,i`T.; AREA DRAIN - - - _ _ _ _ _ _ CB #15 CB #16 TYPE 50 / Pf�WATE CAST`=PLAE - - -_� _ f :•ll • I' ' DKNITION VAULT l� _ = RIM:166.62 � �`;' ; STA:10+71.47, 276.89 RT STA:10+71.01, 341.13 RT- - C6 #20 I(:1`� " -:�8 cP 'TYPE 50 AREA DRAIN :� TYPE 50 AREA DRAIN _ _ _ -_ __ STA:9+83.79, 38.93 LT E DETAILS dN �HE6T'SD-O6 , '� ,- .- IE OUT: (8 W) S, s, �'�` ----- -=- - - �= I �y- BOTTOM �F VAULT: 1�4.33; RIM: =�-=� RIM: 1 f �` T= CATCH BASIN TYPE 1 I..• I I `�". J TOF' OF,- VAULT:162.37 IE OUT.162.57 (8" N) IE OUT:162.53 (8" N) RIM:178.40 3 CONNECT ROOF DRAIN INTO VAULT " III • �'' 8" IE: 160.79 IE OUT:175.13 (12 NE) C�l_ % - :>I, r // ✓ / / ; j / STA: 0+98.03, 0.00' STA: 0+67.04, 0.00' RT " INSTALL 8 WYE CONNECTION INSTALL 8 WYE CONNECTION " IE IN:163.89 8" SE -- - - - :: RD IE IN:163.74 (8 S) ( ) STA:0+30.98, 0.00 - II 4" ROOF DR�lN�L1 IE IN:163.74 (8" E) RD IE IN:163.89 (8" E) INSTAL 8" 45' BEND RD RD ,� IE OUT:163.89 8" W " 4" ROOF D LINE o 1 ( ) IE IN:164.07 8 SE � � I IE OUT: (8 W) _ ( ) t 31 LF OF 8" @ 0.50% IE OUT.164.07 (8" W) I �'? - - - - SD 36 LF OF 8" 0.50% - - - }----SD I n (SEE STORM PROFILE #4) I - l� I N (SEE STORM PROFILE #4) , v7 SD -SD FOOTING DRAIN NOTE: THE CONTRACTOR SHALL INSTALL FOOTING DRAINS AS SHOWN ON THIS PLAN AND ALSO INSTALL FOOTING DRAINS ON THE INTERIOR FOOTINGS. SEE ARCHITECTURAL PLANS FOR INTERIOR FOOTING LOCATIONS. REFER TO R,,4036149 W,,403601 , S,,403601 FOR AS -BUILT INFORMATION CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. STA:1+00.41, 0.00' RT INSTALL 1-8"x4" WYE CONNECTION IE IN:163.73 (8" E) IE OUT:163.73 (8" W) If OUT:163.73 (4" N) RD SS D - JA R �O� OF WAS c�rS �P o u, Z OF RFGI STE��� `rSI O N A L 06/19/20191 NO. 7 LF OF 8" @ 0.50%-�_� (SEE STORM PROFILE #4) STA:0+62.04, 4.98' LT STA:0+23.98, 0.00' TYPE 50 AREA DRAIN TYPE 50 AREA DRAIN RIM:166.78 RIM:166.78 IE IN:164.03 (8" S) IE OUT:164.11 (8" NW) IE OUT:164.03 (8 NW) { DS - RDTDS 4" RO 0 COURTYARD GRADING DETAIL#1 KI TC 5 LF OF 8" ® 2.00% STA:0+98.06, 4.97' LT TYPE 50 AREA DRAIN RIM:166.78 IE OUT.163.84 (8" N) BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION 7 LF OF 8" 0 2.00% " ROOF DRAIN LINE RD R.E.W. 05 01 19 R.D.J. R.E.W. 06/19/19 R.D.J. SURVEYED: DESIGNED: K. MEBAN DRAWN: S. ORDONEZ CHECKED: R. JARVIS APPROVED: R. JARVIS 1 "=30' I I � , ' DRAIN LINE R D I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. LEGEND - - - - - - - - -XX- - - EXISTING CONTOURS (MAJOR/MINOR) -------------- XX-------- AA PROPOSED CONTOURS (MAJOR/MINOR) XX SD HDPE STORM PIPE, UNLESS OTHERWISE NOTED FD FOOTING DRAIN TYPE 1 CATCH BASIN PER CITY OF RENTON STD. DETAIL 200.00 SHOWN ON SHEET SD-05. TYPE 2 CATCH BASIN PER CITY OF RENTON STD. DETAIL 201.00 SHOWN ON SHEET SD-05. DRAIN6" ROOF RD NOTED, INSTNUNLESS ALLEDATMIN 0. %E SLOPE AND MIN. 1' OF COVER. SEE DETAILS ON SHEET SD-04 ■ AREA DRAIN DETAIL SHOWN ON SHEET SD-05 GENERAL STORMWATER NOTE: ALL ON -SITE STORMWATER SYSTEMS ARE PRIVATELY OWNED AND MAINTAINED. THIS INCLUDES CATCH BASINS, STORM PIPES, AND DETENTION SYSTEMS. uj z , J z� a o ' ' o `` o 5 LI I STA: 0+70. TYPE 50 IE IN: 1' IE OUT.1 I 40 LI / '(SEE ST S "/ W z II J I / z Q a� I / I' 7 LF Of (SEE STORM STA:0+23.19, 0.00' / TYPE 50 AREA DRAIN RIM:178.73 IE OUT.176.06 (8" NE) I SX -- O _ , y - I I / I 71 LF OF 8" 0 3.39% (SFF STORM PRDFII F IS) I-- '_- =-11 r - -STA:0+70.51, 0.00' INSTALL 8" WYE CONNECTION IE IN:175.82 (8" S) -IE IN:175.82 (8" W) CIE OUT.175.82 (8" E) 1 / ir / \-STA:0+30.17, 0.00' INSTALL 8" 45' BEN IE IN:176.03 (8" SW) IE OUT-176.03 (8" N I I .I I I D I I I I R-403615 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING A0114 SURFACE WATER UTILITY + jchavez 07/16/2019 ' jfarah 07/12/2019 WEATHERLY INN RENTON 4500 TALBOT RD SFIEUM RENTON, WA 98055 PAGE: AGE. OK: P DRAWING NO: STORM DRAINAGE PLAN SD-01 SHOT. 15 OF:51 186.0 C„) O 1- 184.0 O 0 182.0 W 180.0 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 160.0 158.0 156.0 ..... ...........f.............•................................ .................;.....................;................. . - - -- ....................... \ ......................... ..... . - - -- ......................... .......... .................. ............................................. ..... ... ..... • STA:0+98.03, 0.00' . • • • • ...........INSTALL 8" WYE CONNECTION ............. ..... • ... .... . • IE IN:163.74 (8" S) PROPOSED WALL IE IN:163.74 (8" E) • IE OUT.163.74 (8" W) ............,....... ........ • STA:1+74.37, 0.13' RT • • ' • ' ' • ' • ' . ' • ' • ' • ' • ' • ' • ' • ' CONNECT STORM LINE TO • ' • ' • ' STORMCAPTURE VAULT IE IN:160.79 (8" E) AREA DRAIN #3 .. ........ ... ..... .... . STA:0+23.98, 0.00' TYPE 50 AREA DRAIN RIM:166.78 01--8" ' ­IE OUT:164.11 (8" NW) . .... .... ... ... .......... ® § . ..... .... . 7 LF OF 8" 0 0.50% ' ... STA:0+30.98, 0.00' .... .... ... ... ..... .... . INSTALL 8" 45' BEND IE IN:164.07 (8" SE) 31 LF OF 8" ® 0.50% • • IE OUT:164.07 (8" W) .. .. . ... • STA:0+67.04, 0.00' RT ...... • • • • • • : 36 LF OF 8" @ 0.50%-: INSTALL 8" WYE CONNECTION IE IN:163.89 (8 SE) • IE IN:163.89 (8" E) ..... . ............ , ..... IE OUT:163.89 (8" W) ....... , ............ .... . t t 186.0 184.0 182.0 180.0 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 160.0 158.0 156.0 154.0 154.0 0+00 0+50 1+00 1+50 2+00 2+25 0 FSTO PROFILE #4 188.0 188.0 186.0 - - - -- ............. .... 186.0 184.0�-... Jam ................ .. ..... 184.0 \ CB #23 • �_ _, STA:1 +42.00, 0.01' RT CATCH BASIN TYPE I 182.0 - W/ SOLID LID .. f .. - 182.0 RIM:178.37 IE IN:173.40 (12" S) ' 180.0 .... IE IN:173.40 (8" W) ........ 180.0 IE OUT:173.40 (12" N) CD rn CD cn 178.0 ..... .... .........o 178.0 ro 00 AREA DRAIN 4 - " # 40 LF OF 8 • @ Q Spq Q 176.0 STA: 0+23.19, 0.00' • • ' • ' • ' • ' • ... • . • 176.0 TYPE 50 AREA DRAIN �l w RIM:178.73 �F 4F 8" ® . IE OUT.176.06 (8" NE) 3399, Z 174.0 - - - -- ..... ...... ..... ..Q ....... 174.0 Q CD 7 LF OF 8" ® 0.50% z 172.0 - ' STA:0+30.17, 0.00' ' ' ' STA:0+70.51, 0.00' • ' • ' • • .. • . • 172.0 o INSTALL 8" 45' BEND • ' • ' . INSTALL 8" WYECONNECTION w IE IN:176.03 (8" SW) IE IN:175.82 (8" S) cn 0 170.0 - .IE OUT:176.03 (8" N) .... • ' ' ' IE OUT7175 828(8W E) • ' ' ' f ' ' ' ' ' 170.0 3 n 168.0 168.0 0CN 0+00 + 0 1+50 1+75 55 D. ]A R p F WAS �Lu � 2 STORM PROFILE #5 ���� NI"co CALL BEFORE YOU DIG s , c) Z 00 co 2 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION o' °° rn AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL ` `� a' cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING o� �Fc43668 "'°rSTf THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF SSI 48 HOURS PRIOR TO ANY EXCAVATION. oN a L 0611912019 N0. �Z 166.0 164.0 162.0 160.0 158.0 156.0 154.0 152.0 150.0 148.0 146.0 144.0 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 0+50 1+00 1+50 STORM PROFILE #2 .....: . ... ....:..................... . - - -- ..... . . . ........... ......... O,r CB #9 • �2' ®8 STA:0+25.67,0.00' � CATCH BASIN TYPE 1 0 0 W/ VANED GRATE RIM:177.23 4 IEOUT:172.73(12"SW) ' I ' ion WATER] ' CB #10 :o8"oSEWER��STA:0+82.05,0.00' • CATCH BASIN TYPE 1 W/ VANED GRATE ..... ...................... RIM: 172.11 .. IE IN:168.00 (12" NE) • IE IN:168.00 (12" N) IE OUT.168.00 (12" SW) 0+00 0+50 1 +00 STORM PROFILE #3 1 +40 REFER TO R*4403614, i.. e 164.0 162.0 158.0 156.0 154.0 152.0 150.0 148.0 146.0 144.0 1+81 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 W*4403601 , S*4403601 FOR AS -BUILT INFORMATION BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION R.E.W. 05 01 19 R.D.J. SURVEYED: R.E.W. 06 19 19 R.D.J. DESIGNED: DESIGNED: MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPRovED: R. JARVIS ........... ........... ...... 180.0 ......... ............. ... ....... ...,............ ........ ... 178.0 ' T74" WATER ' ......... ................ .... ... • &" SEWER ' ............... .........•. �OFB"0.8t% ... 176.0 • 7 OF 12" a 0.67% 42 pF 12� ® 0.86% C , r� ' - - _ � � 5n4� •� . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . 174.0 : CB #2 : STA:9+63.08, 0.00' CB #23 CB #4 CATCH BASIN TYPE 1 ' • • • • • • • • • • • . STA:7+40.37, 0.12' LT . • • •• • • • ' STA:8+10.55, 0.00' ' ' ' ' ' W/ BI-DIRECTIONAL VANED GRATE • • • • • • • • • • • •• 172.0 CATCH BASIN TYPE 1 CATCH BASIN TYPE 1 RIM:178.66 \ W/ SOLID LID W/ BI-DIRECTIONAL VANED GRATE IE IN:174.91 (8" W) RIM:178.37 RIM:177.86 IE IN:174.91 (12" SW) \ CB #1 ' ' ' ' ' ' ' ' ' ' ' ' IE IN:173.40 (12" S) ' ' ' '. ' ' ' IE IN:173.75 (12" S) ... IE OUT.174.91 (12" E) ' STA:10+04.81, 0.00' • ' ' ' 170.0 N IE IN:173.40 (8" W) IE OUT:173.75 (12" N) TYPE 50 AREA DRAIN o IE OUT.173.40 (12" N) CB #3 RIM:178.66 0....... ...: ............ :175.25 (8" E),:., .' IE OUT .... 168.0 63 LF OF 12" @ 0.51% CATCH BASIN TYPE 1 Lij u L W/ BI-DIRECTIONAL VANED GRATE; U) RIM:178.22 ............ . ............ ........... ......... ,IE IN:174.38 (12" W) ........... 166.0 Lu : : : IE OUT.174.38 (12" N) : Z J _ .........................•.............•..........................•............. •..... 164.0 Q ............•............ ........... ......................... ........... .... 162.0 ............:............ ........... ............;............ ........... .... 160.0 .................................................................................... 158.0 ......................... ........... ......................... ........... .... 156.0 ............:............... ........... :............;............: ........... :.... 154.0 152.0 00 7+50 8+00 8+50 9+00 9+50 10+00 10+24 FAI > NOTE: ALL STORM PIPES ARE HDPE UNLESS NOTED OTHERWISE H 0 30 60 SCALE IN FEET V 0 3 6 SCALE IN FEET SCALE: " NAVD 19M CITY OF 1 "=30' HORIZONTAL: NAD 18e3/1891 1�# RENTON ONE INCH DATUM AT IF NFULL SCALE Planning/Building/Public Works Dept. OT ONE INCH SCALE ACCORDINGLY STORM PROFILE #1 R-403617 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LDEVELOPMENT ENGINEERING SURFACE WATER UTILITY z 07/16/2019 ' jfarah 07/12/2019 -01 WEATHERLY INN RENTON 4500 TALBOT RD SFIEUM RENTON, WA 98055 PAGE OK: PAGE: DRAWING NO: STORM DRAINAGE PROFILES SD-03 SHEET. OP 17 51 co O I w SOLID COVER MARKED "DRAIN" Z WITH BOLT LOCKING RING AND COVER. co �= SEE NOTE 10. $ o o ._4. OVERFLOW EL. 160.83 18" HDPE RISER---,,,,' FRAME & LADDER OR STEPS OFFSET. SEE 1.4" DIAM. ORIFICE NOTE 8. ELEV. 160.03 PIPE SUPPORTS (2 MIN.): 3" x .090" GAGE SUPPORT BRACKET BOLTED OR EMBEDDED 2" IN WALL AT MAX. 3' SPACING, MIN. ONE SUPPORT. 1'-0" 2.25" DIAM. ORIFICE SHEAR GATE ELEV. 158.84 12 INLET 12" UTLET PPE PIPE 4d INVERT ELEVATION °8 INVERT ELEVATION 154.78 154.78 RESTRICTOR ORIFICE 1.27" DIAM. o z PLATE BOLTED TO FLANGE, OR N DRILLED CAP. FLOW CONTROL STRUCTURE WITH VAULT CONNECTION NTS NOTES: 1. PIPE SIZES, INVERT ELEVATIONS, ORIFICE SIZES, OVERFLOW ELEVATIONS AND SLOPES PER PLANS. 2. OUTLET CAPACITY. NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MIN. DIAM. 4. PIPE SUPPORTS SHALL BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 5. THE RESTRICTOR PLATE SHALL BE FABRICATED FROM HDPE PER THESE ENGINEERING STANDARDS. 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH SUITABLE COUPLER OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7. THE VERTICAL RISER STEM OF THE RESTRICTOR SHALL HAVE A 12" DIAMTER. 8. LADDERS AND HAND -HOLDS SHALL BE PROVIDED AT ALL ACCESS OPENINGS AND AS NEEDED TO MEET OSHA CONFINED SPACE REQUIREMENTS. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. SHEAR GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND SHEAR GATE. C. FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1 /4". 10. SHEAR GATE HANDLE SHALL BE ATTACHED TO LADDER/ STEP LOCATED WITHIN 24" ACCESS SECTION. 24" CD 0 BUILDING FOUNDATION 0.5' MIN. cn (BY OTHERS) D M CID 00 KEEP FOOTING DRAIN BELOW ° CRAWL SPACE GRADE, INSTALL Q VAPOR BARRIER AND ° CAPILLARY BREAK PER 177 O m ARCHITECTURAL PLANS (TYP.) O 00 Z 00 0 45 \ CD 6" 1 d"d ACTkA n9790 pRATM o I FOOTING DRAIN Z�w Z 0 DOWNSPOUT COORDINATE LOCATION WITH ARCHITECTURAL PLANS (TYP.) 12"-18" TOPSOIL FINISHED GRADE, SLOPE AWAY FROM ROOF DRAIN TIGHTLINE VO SOLID PVC ASTM D3034 SDR 35 STORM PIPE, INSTALL FITTING AS REQUIRED WASHED DRAIN ROCK ROOF DRAIN TIGHTLINE 6"0 SOLID PVC ASTM D3034 SDR 35 STORM PIPE "MIRAFI" 140N FILTER FABRIC w FOOTING AND ROOF DRAIN DETAIL rn NTS ID ID00 3 r-4 • N Y � U � i Z w a- � o i CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION co N rn N AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL F_ VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. �Z FINISHED GRADE 6"0 TIGHTLINE FROM ROOF DRAIN (TYP.) 6" 45' BEND 4" 45' BEND 6" 45' BEND \-4"0 ASTM D2729 mg PERFORATED FOOTING 6"0 ASTM D3034 SDR 35 DRAIN (TYP.) TIGHTLINE 6"X6"X6" 4" 45' BEND TEE 6"x4" REDUCER VERTICAL SECTION CONNECTION DETAIL NTS <z-O� 0F VVgsy j cLjs �P o 4, 06/19/20191 NO. BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION SITE SPECIFIC DATA PROJECT NUMBER 7488 PROJECT NAME WEATHERLY INN ASSISTED MEMORY CARE PROJECT LOCATION RENTON, WA TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.1479 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 1.51 PIPE DATA E. MATERIAL DIAMETER INLET PIPE 158.71 HDPE 12" OUTLET PIPE 157.J7 HDPE 12" PRETREATMENT BIOFIL IRA TION DISCHARGE RIM ELEVATION 162.78 162.78 162.78 SURFACE LOAD PEDESTRIAN OPEN PLANTER PEDESTRIAN FRAME & COVER 0JO " N/A 024 " ACTIVE WETLANOMEDIA VOL UME (CY) 2.85 NON -ACTIVE WETLANDMED/A VOLUME (CY) 1.26 TOTAL WETLANDMEDIA VOLUME (CY) 4.11 ORIFICE SIZE (DIA. INCHES) 4 EA 01.00" NOTES. PRELIMINARY, NOT FOR CONSTRUCTION. INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN BED VERTICAL- UNDERDRAIN MANIFOLD PATENTED PERIMETER VOID AREA PRE-FILTEA CARTRIDGE ` dam' • OUTLET PIPE , SEE NOTES MANUFACTURERS CONTRACT FLOW CONTROL 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RISER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR ACTIVATION OF UNIT MANUFACTURES WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. RIM: 162.78 MODULAR WETLAND � ■ Imo'- vow", . 0 `4■ � �� 11 I _ 1� ■L► --J, 0"- PLAN VIEW -DRAIN DOWN LINE v INLET PIPE SEE NOTES SITE CURBING BY OTHERS CURB OPENIN^ CURB OPEN/NG RlM/TC 161.J1 PEAK HGL im 158.71 1E IN IE OUT v 4 ",I 6'-0" I 4" �6'-8'� �►r7�:�►I_\�:11'L7e[.Y.Y�][►YiI��I.Y�I:Z� THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. FLOWLINE: 162.28 INVERT ELEVATION 157.37 INVERT ELEVATION 157.20 1 MODULAR WETLAND WITH VAULT CONNECTION NTS R.E.W. 05 01 19 R.D.J. SURVEYED: R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPROVED: R. JARVIS SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 DATUM FINISHED GRADE Z_ X � a 1 TOP 162.37 0.5' FREE BOARD 1 r7 DETENTION VAULT T MANHOLE 6" MIN. &ISE LEFT END VIEW 1 116 R i VEGETAT/ON PLANT ESTABLISHMENT MEDIA -4" 8'-8" RIGHT END VIEW REFER To R*4403614, W,,403601 , S,,403601 FOR AS -BUILT INFORMATION CITY OF RENTON Planning/Building/Public Works Dept. R-403618 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lj VELOPMENT ENGINEERING SURFACE WATER UTILITYAr chavez 07/16/2019 4s jfarah 07/12/2019 9 WEATHERLY INN RENTON 4500 TALBOT RD S RENTON, WA 98055 FlELDBOOK: PAGE: DRAWING No: STORM DRAINGE DETAILS SD-04 SHOT. 18 OF: ID: DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 7" KNOCKOUTS 4 SIDES 16" 6" RISER 12" RISER 15# 30# 12x12 AREA DRAIN NTS 0 X z s CU OVERFLOW EL. 160.83 18" HDPE RISER Ac 1.2" DIAM. ORIFICE ELEV. 155.47 PIPE SUPPORTS (2 MIN.): 3" x .090" GAGE SUPPORT BRACKET BOLTED OR EMBEDDED 2" IN WALL AT MAX. 3' SPACING, MIN. ONE <:' SUPPORT. 1'-0" 1.9" DIAM. ORIFICE ELEV. 154 0 12" UTLET PIPE PRIVATE) REMOVABLE WATERTIGHT COUPLING OR FLANGE - T MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS 2" MIN. ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 - 6" MIN. Z MIN, 6" MAX. PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER PAVEMENT -I ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER II iJ / {/ ANGLE AS / \- NECESSARY, / SEE NOTE 7 PLAN VIEW FRAME & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER STD. PLAN 204.50 1 16" MAX. VERTICAL BAR GRATE FOR SECONDARY INLET 6"MIN. DESIGN WATER ELBOW RESTRICTOR, SURFACE SEE DETAIL AND NOTE 10 HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 6 r 12" (TYP.) 1.5 x D }1} SEE NOTE 9 (TYP.) MIN. 2' MIN. T ISOMETRIC i OUTLET PIPE, SEE INLET PIPE NOTES 1 & 5 2' INVERT AND MIN. SHEAR GATE WITH CONTROL ROD FOR ELEVATION PER PLANS CLEANOUT/ORAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER) 12" SECTION OF PIPE ATTACHED BY PER STD. PLAN 237.30 GASKETED BAND TO ALLOW REMOVAL 2' 12" MIN. WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A 1. USE A MIMIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM T-O" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 237.00 PUBLIC WORKS FLOW CONTROL STRUCTURE - APPROVE 13 DEPARTMENT RESTRICTOR TEE GAZ 9/28/2018 I u. w..l�nem",nao, DATE ISOLID gCOVER MARKED "DRAIN" 2 OCKING RING AND COVER. SEE NOTE 10. CD CD 4, DETENTION VAULT 'Mu. W.S. 160.83 FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. A - H R GATE 2 IN NN A P IVATE INVERT ELEVATION �' 4 INVERT ELEVATION 154.78 154.78 ARESTRICTOR ORIFICE 1.2" DIAM. o z ELEV. 152.78 PLATE BOLTED TO FLANGE, OR DRILLED CAP. ' NOTES: Ln CD 1. PIPE SIZES, INVERT ELEVATIONS, ORIFICE SIZES, OVERFLOW ELEVATIONS AND SLOPES PER PLANS. O 2. OUTLET CAPACITY: NOT LESS THA THE 100-YEAR DEVELOPED PEAK FLOW. 2 CD 00 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MIN. DIAM. In In Q 4. PIPE SUPPORTS SHALL BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. Ld m 5. THE RESTRICTOR PLATE SHALL BE FABRICATED FROM HDPE PER THESE ENGINEERING STANDARDS. z Q 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH SUITABLE COUPLER OR GROUTED INTO THE BELL OF CONCRETE PIPE. 2 z 7. THE VERTICAL RISER STEM OF THE RESTRICTOR SHALL HAVE A 12" DIAMTER. V) 8. LADDERS AND HAND -HOLDS SHALL BE PROVIDED AT ALL ACCESS OPENINGS AND AS NEEDED TO MEET OSHA CONFINED SPACE REQUIREMENTS. FRAME AND D_ LADDER OR STEPS OFFSET SO THAT: 0 cn A. SHEAR GATE IS VISIBLE FROM TOP. o B. CLIMB DOWN SPACE IS CLEAR OF RISER AND SHEAR GATE. z C. FRAME IS CLEAR OF CURB. 0: 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1 /4". Y 10. SHEAR GATE HANDLE SHALL BE ATTACHED TO LADDER/ STEP LOCATED WITHIN 24" ACCESS SECTION. L W FLOW CONTROL STRUCTURE Sso °WAg o R� js E� CALL BEFORE YOU DIG NTS � THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION ct�DO 2 `" rn AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL ` `� 2 VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING o� 41668 �FcISTER�° THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 10 48 HOURS PRIOR TO ANY EXCAVATION. AL 0611912019 N0. �z :45 AN 4', 6', 12', OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 6 O � `SF 2• SE�� A FNOTF I 03 BAR EACH CORNER I / I I Z I I �y #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP" 12" STD. SPEC. 9-, 05.20 SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN ' IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH CORNER 18" MIN. STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING Is Norio SCALE (NTS) STD. PLAN - 200.00 PUBLIC WORKS A1 F& I DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 I DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 F FLOW ❑o 0 o 0 'J` a OUTFACE TO STREAM DUMP NO POLLUTANTS I BOLT -DOWN SLOT, I SEE DETAIL AND NOTE 1 � I43/411"HI I � I 5/8" I I BOLT -DOWN SLOT DETAIL SEE NOTE 1 TOP /\ 318" RECESSED LETTERING ISOMETRIC 24- 7 OR 8 EQUAL SPACES 5" 1 DIRECTION FLOW I 3' 1 5/8" MAX. SECTION A SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE SIT-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) Aparu STD. PLAN - 204.20 _cam PUBLIC WORKS �I� DEPARTMENT RECTANGULAR VANED GRATE PRO GAZ 9/28/2018 I w",6-" .1., DATE BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION :45 Al CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX, 16" MAX. FLAT SLAB TOP 48-, 54', 60", 72', 84", 96', 120' OR 144" SEE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER 12 �o L T 1" MIN. "O" RING 24' 2.5" MAX. REINFORCING STEEL, (TYP.) MIN. 12" MAX' 12" GRAVEL BACKFILL FOR PIPE ZONE ' 12" BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) 6 6„ SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. PUBLIC WORKS DEPARTMENT CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 84" 8' 1 12' 1 72" 1 12" 96" 8" 12" 84" 12" 120" 10" 12" 96" 12" 144" 12" 1 12" 1 108" 1 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP, SOLID WALL pVC � PROFILE WALL PVC, 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 1 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 48" '.CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) STD. SPEC. 9-05.12(1) 3 STD. SPEC. 9-05.12(2) CATCH BASIN TYPE 2 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 :45 AN UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 201.00 PR D GAZ 9/28/2018 I DATE r---------- I I I I I I 1/2" I BOLT -DOWN SLOT, I I I SEE DETAIL AND i �..{ 3/4" NOTE 1 IIIF' 1 1/4" I I � I I TI I I 1 BOLT -DOWN SLOT DETAIL SEE NOTE 1 3/8' RECESSED LETTERING ISOMETRIC 24" 1 � 4 EQUAL SPACES 4 EQUAL SPACES �I 1 5/8" MAX. J SECTION A NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. USE ONLY IN SAGS ON VERTICAL CURVES. 4, FOR FRAME DETAILS, SEE STANDARD PLAN 204.00, UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 204.30 PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL PR D. ..�• "` DEPARTMENT VANED GRATE GAZ 9/28/2018 I DATE REFER To R*4403614, W*4403601 , S,,403601 FOR AS -BUILT INFORMATION R.E.W. 05 01 19 1 R.D.J. SURVEYED: SCALE VERTICAL: NAVD 19M R.E.W. 06 19 19 R.D"J. 1 "=30' HORIZONTAL NAD 1863/1891 DESIGNED: K. MELVIN DRAWN: S. ORDONEZ ONE INCH DATUM CHECKED: R. JARVIS AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY R. JARVIS :45 AI :45 AN 24" - I ( F -1 1/2" L BOLT -DOWN SLOT, 3/4^ SEE DETAIL AND 2 1/2" DIA. HOLE NOTE 1 1 11/4" 20" A 0o I 5/8" I 0�4�4Q I QOQOQ4�0 BOLT -DOWN SLOT DETAIL m TOP ISOMETRIC r4 3/4" 1 1/2' 1 5/888 R39", SEE NOTE 2 SEE NOTE 1 3" R26", SEE NOTE 2 1 112" 5 NOTES: rF; 1/2"::l r 314" 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. 1 5/g• �11 PROVIDE TWO HOLES IN THE FRAME THAT ARE I VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN 4' HEAD CAP SCREW BY BEING TAPPED, OR OTHER .4"DIA. HOLE APP ROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 1/2" DIA. HANDLE 1 1/2" 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN. SECTION C 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 204.10 PUBLIC WORKS ° U RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 DEPARTMENT DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 #6 BARS @ 7" SPACING T 12" (TYP.) 1 20"x24", 24" DIA., 48" DIA., OR 54" 48" DIA. HOLE MAX. I� 6 I L� z" (TYP.) 12" 14 9" "- 12 1" MIN. 2 112" MAX. 84" or 96" FLAT SLAB TOP PREFABRICATED LADDER 12" IN. 11 6" =It #5 BARS @ 6" SPACFF- ING STEP 91/2" MAX. 20"x24", 24- DIA., 48" DIA., OR 54" DIA. HOLE 24" 8„ U II 1" MIN. 2 1/2" MAX. .� MIN. 72" FLAT SLAB TOP 18" MIN. 24" 42" MAX. #4 BARS @ 6" SPACING IZ- MIN. 20"x24" OR 24"DIA. HOLE TYPICAL ORIENTATION 48" MIN. ECCENTRIC CONE SECTION 2" (TYP) L FOR ACCESS AND STEPS 8„ 1" MIN 21/2" MAX. 48", 54", or 60" FLAT SLAB TOP "�' 1A 7�• �" 34" 5 s• �1-.2", 4'. 6', 12", OR 24" ONE #3 BAR HOOP FOR 6" III Y HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 I 1 II, i", 2', 4', 6-. `$- 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), CIRCULAR ADJUSTMENT SECTION SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION NOTES: 1. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) OS STD. PLAN - 204.60 PUBLIC WORKS MISCELLANEOUS DETAILS FOR A PRgvoAZ _.c� "` DEPARTMENT DRAINAGE STRUCTURES 9/28/2018bk­I waVAd DATE R-403619 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY jchavez 07/16/2019 jfarah 07/12/2019 :45 AN 45 AN %R CITY OF WEATHERLY INN RENTON FlELDBOOK: RENTON 4500 TALBOT RD S PAGE. • RENTON, WA 98055 DRAWING NO: Planning/Building/Public Works Dept. STORM DRAINAGE DETAILS SD-05 SHEET: OR 19 51 Q0 C') O O W 0 M O CID 00 KJ 0 0 U Ld 0_ m m z w CD Z v) 0 0 z w z 0 z w (DC)o 3n �C14 U � L Z w N a- � 0 LLJ E w o � 00C, U-)co dc5 rn N 0 N W �p O N a_ �Z Lu U , Q J / - - _ M- -- - ---- --- --- --- -------- --OH - -••--V--OH- OH�� - zF�-- �AF�===== H_-- - OH -OH- -OH- -OH- -OH- -OH ----- OH ----- OH ---- OH ----- OH ----- OH-- OH ----- nH - TALBOT ----- OH --`�- -- =--- - � --T --- __T `v ° 12+14.87- -i ---- � --- �" 2 I--=-- ------------------ --- T. ��T'r;�1"T OFF:19.46LT ---- s >'T T• - -- - --- y _ — = --r— — __ _ pp-�-w--� — _- - -_ - -- -W-_ -W-- -- -_- -W-- -W-- -W- - -W-_ - —_---W= W-----W-----W-----W-- ---W-----W-----W� _ W----_-W ---_ _ _ — — — — — -YY -W W r W l W_� -- _�_ �-OFF'_ 57 LT _ -� - „ � � � _ _ _ -=fi!il ;56 -----1-----T�`--- T----- T- - =_'�,- ---T— ----------------------- N _T _T -T -- --T - -- --T OFF:1S20'-RT,, - T-----T ---TL ----T- T----- T----- T'------ T-----T----- T----- la-- - ---- ---- ---- -r- I _ ----- it - ------------------------- TALBOT ROA ---- 11+00 - 13+00 __-- 10+00 - - _ _ STA:12+02.55 0' 30' +� �, STA:12+21.5 - _ - - - - - - - 1— - - �- STA:10+5 .8 _ OFF:18.29'RT OFF: 5.63'R _ - - ' STA:IQ+S6,82- _ o _-STA:12+36.43 OFF: 5.54'RT - -OFF: 6.1 TRT -- -- - - 2 STA:12+01.89 ( I SIA -12 4 8�----- < - - - - - - - - - - - '- OFF: 6.02 RT I -W=- T-�W-— ' _----w�---- -=w_ _— _ OFF: 18.29' - - -H- I --F--•w- _ _ T----T-----T-----T-----T-en--------T-"---T--j�-T---- ----T�---� T I — OFF'18.02' Tirr, Q,; ----- ----- - - -_-� - -S -- -- D-- -- - --SDI-- --S--SD�=-.===.=-- '-= _ _ �—r= - - - - PLANTER - - 158.1a' �s-158.02 156"6 p1.5 58 4' - _-_ __-__ _ _ - 7 1 _ -------�.._-- _ -_ -- - - -- 15562 _ I � --- SS --- _SS ----- SS - S�'�..'-- SS - - SS - SS - _ SS S _ LQ .� ---- _ \° o ° � , � °- �� ° SS � SS- °- Sys �� p 1 _ - - SS =>_' �d _ �- - SI ALK ' 2.2%: _ Lc� ° �? 15� 7 u 1 155.96 1$�.52 _ p e Q i � f °' 1.57.37 ae � L ' _ ° . 156.37 ' 158.23 a 158.14 - - 16Q35 159 2-1-56,28_ I x '--------- . 60 0 - - - "; 161 'ss fV O rn O O PO O 91 0 0 N O En O O PO N O CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEE SP-01 FOR CONTINUATION 06/19/20191 NO. BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION 0 R.E.W. 05/01/191 R.D.J. suwEYED: R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPROVED: R. JARVIS 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 9 PO O rn 0 cn 0 (I1 IV O O O PD O O Iu- 0 I= I� I / I I LEGEND r - - - -1 HMA ASPHALT REPLACEMENT PER CITY OF RENTON L - - - J STD. PLAN 103 SHOW ON SHEET FR-04 SIDEWALK PER CITY OF RENTON STD. PLAN F007 SHOWN ON SHEET FR-04 - - - - - - SAWCUT CURB AND GUTTER PER CITY OF RENTON STD. PLAN 101 SHOWN ON SHEET FR-04 CD F= IY N _ (/N 2 W LL.I 0.50 CURB W W 11.00 10.00 11.00 — — 5.00 8.00 TRAVEL LANE TURN LANE TRAVEL LANE BIKE PLANTER LANE STRIP EXISTING CURB AND GUTTER TO REMAIN TALBOT ROAD S. CROSS SECTION 1 "=20' 34.03 8.00 SIDEWALK 1.57 I SEE TYPICAL SIDEWALK DETAIL SHOWN ON SHEET FR-03 REFER To R,,4036149 W"4036019 S,,403601 FOR AS -BUILT INFORMATION R-403621 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 07/16/2019 HORIZONTAL NAD 1983/1991 CITY 0 F FlELDBOOK: WEATHERLY INN RENTON RENTON 4500 TALBOT RD S PAGE: RENTON, WA 98055 DRAWING NO: DATUM Planning/Building/Public Works Dept. FR-01 FRONTAGE IMPROVEMENT PLAN SHEET. 31 OF:51 Q0 C') O W STA:9+16.20, 5.50 LT BEGIN WIDE LINE, 5.5' LT BEGIN DYCL, 4.5' RT BEGIN WHITE EDGE LINE, 15.5' RT 9+00 (- BEGIN PROJECT STA: 9+16.48 N:162815.79 E:1298979.98 STA:10+36.20, 5.50 LT BEGIN TWO WAY LEFT TURN LANE LINE, 5.5' LT.� STA:9+96.29, 4.50 RT END DYCL, 4.5' RT7 BEGIN TWO WAY LEFT TURN LANE LINE, 4.5' RT. STA:9+76.19, 5.50 LT END WIDE LINE, 5.5' LT 60.00 STA:10+99.91, 5.50 LT - END TWO WAY LEFT TURN LINE, 5.5' LT. BEGIN DYCL, 5.5' LT. END TWO WAY LEFT TURN LINE, 4.5' RT. STA:12+30.34, 97.17 LT END WIDE LINE STA:12+26.15 TYPE 2R TRAFFIC ARROW STA:12+20.00, 5.50 LT END DYCL, 5.50 LT END WIDE LINE, 4.5 RT STA:11+60.00, 4.50 RT BEGIN WIDE LINE STA:11 +41.64 STA:11 +91.62 TYPE 2L TRAFFIC ARROW] TYPE 2L TRAFFIC ARROW -- - - -� -17 - - - -Vie. - - -V ----------- ---- - ---- - - - - STA:10+61.06-STA:10+7684 2L TYPE 2L TALBOT ROAD S. TRAFFIC T ARYPE ROW TRAFFIC ARROW 11.00 0+00 - =t-1-7-7- - 60.00 - �� BEGIN SIDEWALK STA:10+47.02 R=15 OFF: 27.51'RT r 0 it I LEGEND r - - - , HMA ASPHALT REPLACEMENT PER CITY OF RENTON L - - - J STD. PLAN 103 SHOW ON SHEET FR-04 SIDEWALK PER CITY OF RENTON STD. PLAN F007 " SHOWN ON SHEET FR-04 - - - - - - SAWCUT CURB AND GUTTER PER CITY OF RENTON STD. PLAN 101 SHOWN ON SHEET FR-04 TYPE 1 RAISED PAVEMENT MARKERS PER CITY OF 0 0 0 0 0 RENTON STD. PLAN H007 SHOWN ON FR-04 DOUBLE YELLOW CENTER LINE (DYCL) PER CITY OF RENTON STD. PLAN H008.2 SHOWN ON FR-03 TWO WAY LEFT TURN LANE PER CITY OF RENTON STD. PLAN 109 SHOWN ON FR-03 LANE LINE PER CITY OF RENTON STD. PLAN 109 o SHOWN ON FR-03 o WIDE LINE PER CITY OF RENTON STD. PLAN H008.2 co SHOWN ON FR-03 i0 N g PAINTED EDGE LINE PER CITY OF RENTON STD. PLAN H008 SHOWN ON FR-03 Lu w PLASTIC BIKE LANE SYMBOL PER CITY OF RENTON Z STD. PLAN H009.2 SHOWN ON FR-03 Lu cn Q PLASTIC TYPE 2L TRAFFIC ARROW PER CITY OF Jop"Z RENTON STD. PLAN H009 SHOWN ON FR-03 V) 0 = THERMOPLASTIC/PAINTED CROSSWALK PER CITY OF RENTON STD. PLAN 127 SHOWN ON FR-03 z w z 0 Z w 0) M 0)O a00 N rn 3 N �i i Z w ii � o i a� CALL BEFORE YOU DIG C, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION co N N AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. �Z 55D'I <z- 0F wash1 c, �P 0 cn Z t � O4366 AS �FGI STEREO S10NAL 06/19/20191 NO. 11+00 NO' 30' 19.18"E - - :0 0I 500 8' PLANTER p - n -8' "SIDEWALK o ; 2p 00' 30.00 x STA:10+85.53 BIKE LANE SYMBOL I I I I I I- BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION 5. 11.00 f T 60.00 i 12+00 _ STA:11+77 -r BIKE LANE SYMBOL ° Sq/41�+07.7t, 15.554RT END EDGE LANE, 20a 56 RT o p ° e STA:11 +42.17-J STREET LIGHT SEE ELECT ,�� P.L6NL I STA:12+34.85 STA:12+69.90, 5.50 LT 60.00 TYPE 3L TRAFFIC ARROW BEGIN TWO WAY TURN LANE, 5.50 LT LJJ BEGIN TWO WAY TURN LANE, 4.50 RT FO U Q J STA:13+36.48, 15.07 LT _ t, TWO WAY TURN LANE ANGLE POINT, 15.07' LT. \1. TWO WAY TURN LANE ANGLE POINT, 4.82' LT. \ BEGIN LANE LINE, 6.18' RT. ^ vc\ ... i • •� STA:12+45.06, � �--- -a-=° --- 37.17 LT - - - - - END STOP BAR STA:12+30.34, 37.17 LT L BEGIN WIDE LINE ______------ STA:12+20.34, 37.17 LT _ BEGIN STOP BAR 13+00- - i - - - o F-STA:12+37.91, 15.11 RT R=15.00' p. o - 8r00 END PROJECT- STA:13+99.67 N:163299.00 E:1298980.50 STA:13+99.67, 13.99 LT END TWO WAY TURN LANE, 14.0' LT. END TWO WAY TURN LANE, 4.0' LT. END NEW LANE LINE (MATCH EXISTING), 7.0' RT. 11.00 _R=20.00- _ _ _ _ _ _ _ °a ' END SIDEWALK ° STA:12+66.85 p p OFF: 26.11'RT R=2�� R=15.00' STA:12+44.43 STREET LIGHT SEE ELECTRICAL PLANS ST :12+37.97, 28.50 RT BEGIN EDGE LINE, 28.50 RT REFER TO R,,4036149 W,*403601 , S,,403601 FOR AS -BUILT INFORMATION R.E.W. 05/01/191 R.D.J. suwEYED: R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPROVED: R. JARVIS 1 "=20' ONE INCH AT FU11 SCALE IF NOT ONE INCH SCALE ACCORDINGLY we ------------- imil 00 14+10 11.00 STA:13+98.07, 17.99 RT t END EDGE LINE, 17.99 RT� R-403622 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 07/16/2019 TRANSPORTATION OPERATION cbarnes 08/06/2019 DAM VERTICAL: NAVD 19W HORIZONTAL: NAD 1983/1991 CITY O F W EAT H E R LY INN R E N TO N 4500 TALBOT RD S PAGE. RENTON PAGE. FIELDIOK: RENTON, WA 98055 DRAWING NO: DATUM Planning/Building/Public Works Dept. FR-02 FRONTAGE CHANNELIZATION PLAN SHET. 32 OF: DocuSign Envelope ID: F7656CAO-3426-46F1-AOD4-9EEA931EF6A2 CO co aQJ o -0 �00 �M 3 �( .0 U_ Z W � o J Ew N 00 CV N M U, CV W 0 0 CV IX i �Z IL IL a LANE LINE I 2 0 zo I BICYCLE c LANE m I 3 I 0 io EDGE OF BIKE LANE IV in, BICYCLE LANE SYMBOL LAYOUT CALL BEFORE YOU DIG TOTAL MARKING AREA 10.27 SQ.FT. KEY NOTES 0 Bid Item "Bicycle Lane Symbol" includes Bike Lane Arrow and Bike Rider Symbol. �2 2' (ft) x 6' (ft) White Bike Lane Arrow. 03 Bike Rider Symbol. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. T-4" MARKING AREA GRID IS 1" (IN) SQUARE 6.02 SQ.FT. BIKE RIDER SYMBOL DETAIL o zo � 1-� I I MARKING AREA 3 4.25 SQ.FT. 6" BIKE LANE ARROW DETAIL GENERAL NOTE See Contract for location and material requirements 1'-01, N J. pF WAS#,, ®� C36103 ��SV 1ST �sfONAL Walsh, Brian Jun 24 2014 1:53 PM c s,o BICYCLE LANE SYMBOL LAYOUT STANDARD PLAN M-9.50-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Bakotich, Pasco Jun 24 2014 4:42 PM STATE DESIGN ENGINEER Washington State Department of Transportation REFER To Ro-14036149 W*.1403601 , S*4403601 FOR AS —BUILT INFORMATION C,50'1 WASNI c�jS AP O � 2 LLJ O�s SIONAL 06/19/20191 NO. BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION DOUBLE YELLOW CENTER LINES 0 • • • • • • • • • 0 • • • • • • • IR 4" • • • • • • • • a • • • • • • L4" YELLOW TYPE 1 30. LINE MARKERS 4" YELLOW TYPE 2d LINE MARKERS (REFL.) SINGLE SKIP YELLOW CENTER LINES F--•9'•-- 15' -I 3't-• • 4" YELLOW TYPE 1 4 YELLOW TYPE LINE MARKERS LINE MARKERS (REEL.) TWO—WAY LEFT TURN LANES III �1• . . T® . . . . 1. . 1. 1. . . . . . • • "4- j •9 •—t— 15 --1 • —1 3 F • • • �T 12' 4" YELLOW TYPE 2d LINE MARKERS (REEL.) 4" YELLOW TYPE 1 LINE MARKERS APPROACH LINES 3 f 1 8 1 i �' I I I I & rTs• 24' 4" WHITE TYPE 1 LINE MARKERS 4" WHITE TYPE 2e LINE MARKERS (REEL.) SKIP APPROACH LINES I 4" WHITE TYPE 1 4 WHITE TYPE \2e LINE MARKERS LINE MARKERS (REFL.) LANE LINES 1 4" 91 1 t—• ' •—t— 15' � -1 3'� • • • 4" WHITE TYPE 1 4" WHITE TYPE 2e LINE MARKERS LINE MARKERS (REFL.) 2-WAY LEFT TURN ARROW SPACING SPEED LIMIT 25 MPH - - - - - 200' O.C. SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. LEFT AND RIGHT TURN ARROW SPACING APPROACH LINE LENGTH ARROW LOCATIONS 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS (20' BACK & END OF APPROACH LINE) 125'-300' 3 ARROWS (20' BACK, MIDWAY & END OF LINE) OVER 300' ARROWS AT 100' INTERVALS RAISED PAVEMENT MARKER (RPM) TYPES RPM TYPE 2 RAISED FACE COLORS RPM COLOR TYPE 20 WHITE AND RED TYPE 2b SEE COR STD WATER PLANS TYPE 2c YELLOW AND RED TYPE 2d YELLOW AND YELLOW TYPE 2e WHITE - ONE SIDE ONLY TYPE 2f YELLOW - ONE SIDE ONLY RPM SIZES RPM WIDTH/DIAMETER HEIGHT TYPE 1 t 4" f 0.7" TYPE 2 t4" t0.7" NOTE: RPM MATERIAL SPECIFICATIONS SHALL BE PER WSDOT STANDARD SPECIFICATIONS SECTION 9-21 RAISED PAVEMENT MARKERS (RPM) PUBLIC WORKS CHANNELIZATION MARKERS DETAIL STD. PUN_ 109 � DEPARTMENT AP790VE1Y.' Greag Zimmerman OATS DO NOT DEPRESS SIDEWALK AT DRIVEWAY eIDITEMnNcI oEssDEwAExluws WHEN LANDSCAPE - _-.- — -- BUFFER WIDTH EXCEEDS 6 MN VAR�S'SEE NOTE TI S' - — T ,. - 5 FEET. (PROVIDE r CONSISTENT SLOPE) ID V Or PAVED DRIVEWAY REOVIRED IS' EXPANSION J00" rTYP I SE' ExPA/ES:ON JOVtT J I Ca-ENT(SEE STD PLAN tOti 1 / )SEE STD P/ W I771 CONCRETE SIDEWALK A �— THICTIONSEE NOTE I CEMENTCOtKAETE RAMP wnH thl IV ' B CURB t GUTTER SEOPE (SEE NOTE 3) 3 CTION JOINT frYP) {SEE SrO PUN 1031 - PLAN VIEW (TYPE C3 SHOWN, C1 4 C2 i C-MAX SIMILAR) (SEE NOTE 9) PLANTER STRIP �.. vAK•s _ )BEE NM�Y _ Bri Wt SEE MTf B r", + 4 -IPYXI '• .iPYN DEPNFSSE0 LURB E GIB' IER CEEEBM CONCRETE 'I-kw1 (SEE NOTEA ,Q,w.yK III EXPANSION Jove (IYP.) -_ - SECTION O IS! '_ s'O RANI r 'MWA.K WIOTH� tT%(TYP ) -IXwEwAY W .E sEa•E Is. on sNCWv vAccEw.-Ea __ _ I bw !•try M.EWAV 1G Adl. MIW. CRI.EWA, W RELAY" NE W!N[ St OPE IGOPL, �, � • BE B S.vTNI'1 E.RAGCEMTED! For NOTES see STD PLAN 104.2 MODIFIED G�CY p� MODIFIED STD. PLAN — 104.4 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPES C9 B, C28, I (F �C3B, and C-MAXB (WITH BUFFER) R.E.W. 05 01 19 R.D.J. suRvEt R.E.W. 06 19 19 R.D.J. DESWNm: K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR A"OvED= R. JARVIS 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1953/1991 DATU M CITY OF RENTON I."R V4297 Planning/Building/Public Works Dept. R-403623 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 07/16/2019 ' TRANSPORTATION OPERATION cbarnes 08/06/2019 WEATHERLY INN RENTON FIEU 4500 TALBOT RD S PAGE, OK: PAGE: RENTON, WA 98055 DRAWING No: FRONTAGE IMPROVEMENT DETAILS FR-03 SHEET. 33 OR51 CD M C) 0 0 w FACE OF CURB B 12" -- 51/2' 1' 112" R. 1" R. 1:24 A TOP OF 'D 1/2"R. r ROADWAY iv I� CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1/2" FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 112 1:24 TOP OF 1/2" R. ROADWAY 1 I V-6" DEPRESSED CURB SECTION AT SIDEWALK RAMPS • R TO • PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6" CEMENT CONCRETE 1/2" R. 1" R SIDEWALK RAMP VARIES OR LANDING FROM ; 6"TO0 6" I 3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB _ 6 1/2"__ SEE DEPRESSED CURB DETAIL THIS SHEET 124 TOP OF 1 /2" R. ROADWAY 2" r �l r, ' 1 I 1 6" _ DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE 6 1/2" 1/2" R. - 1" R. A " � TOP OF ROADWAY o• 1 f 8 1/4' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 PUBLIC WORKS CEMENT CONCRETE CURBS, DEPARTMENT 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS 1/2"X4" EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER 1/4"R AT JOINTS SCORE LINES TO BE RAMATERIAL W TO CURB AND GUTTER1/2"X4•' EXPANSIO1/4"R AT JOINTSSCORE LINES B B 1/4"/FT. SLOPE 1 /2"R 4„ 1 NERAL NOT "W"-WIDTH OF SIDEWALK I ---- I � �- -� • 1/2"X5" EXPANSION MATERIAL CURB RETURN ONLY 1/2"R 1/4"/FT. SLOPE 4" �1/2"R PAVEMENT AS PER PLANS PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARD CEM. CURB AND GUTTER CONC. CURB AND GUTTER SECTION A -A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16' IN THICKNESS AND SHALL BE EXTENDED 2' BELOW THE GUTTER LINE. 1/2' THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1' BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLO JOINT. 1/2-X 5' EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2"X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS 8 (3/4-) WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. SUBGRAOE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). TYPICAL SIDEWALK REFER TO R-403614, W*403601 , S,,403601 FOR AS -BUILT INFORMATION �o (V 00 KD o 3 to U � Z W �m � o > CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION `" AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING N THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF N a 48 HOURS PRIOR TO ANY EXCAVATION. =z C,5 A R WASNI C�e" �P o 1 � 2 2 _P 1116. QJ O�s �FGISTE?- SIONAL 06/19/2019 N0. �tisY p� ADOPTED CITY OF RENTON t � � STANDARD PLANS 1ST DATE: 04/04 nw(, NANAr- Fnn7 CP PAr.P- Fnn7 n n' ILA1Kl .._... _..-- EXISTING ASPHR PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' -- 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. .� STD. PLAN - 103 + PUBLIC WORKS CURB AND GUTTER PPRO D: DEPARTMENT REPLACEMENT DETAIL Z �Fjw[Q ATE STORMFILTER STEEL CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" 18" DEEP ACCESS COVER CONCRETE COLLAR RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 3.3' AND REBAR TO MEET SPECIFIC FLOW RATE (gpm/sf) 2 gpm/sf 1.67* gpm/sf 1 gpm/Sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67' gpm/sf 1 gpm/sf HS20 IF APPLICABLE BY CARTRIDGE FLOW RATE m (gp ) 22.5 18.79 11.25 15 12.53 7.5 15 12.53 1 7.5 CONTRACTOR PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 INLET PERMANENT POOL LEVEL (A) 1'-0" 1'-0" 2'-0" A o f } A OVERALL STRUCTURE HEIGHT (B) 4'-9" T-9" 4'-9" 1 Y j \N 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORBO (PSORB) MEDIA ONLY -7 w GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. j N 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR ' CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com L 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN 7 a i r THIS DRAWING. VANED INLET GRATE 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY a (SOLID COVER OPTIONAL) CONTRACTOR. 5. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "0" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE OF THE STEEL SFCB. 2'-4" 6. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD INSIDE RIM INSIDE RIM OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE 4'-83/4" USING FLEXIBLE COUPLING BY CONTRACTOR. COLLAR OUTSIDE RIM 7. STEEL STRUCTURE TO BE MANUFACTURED OF 114 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. PLAN VIEW 8. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. 9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF, 4'-43/4" OPTIONAL SLOPED LID 2,_0„ I� 2'-4" STORMFILTER CARTRIDGE FILTRATION BAY INLET PERMANENT POOL ELEVATION CARTRIDGE SUPPORT FLOW KIT CATCHBASIN FOOT (TYP. OF 4) BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL B SECTION A -A REVISION The St"rmw"ter M"n"9"m"nt StormFilte; INLET STUB (OPTIONAL) CLEANOUT ACCESS PLUG ON WEIR WALL FLOATABLES BAFFLE PERMANENT LIFTING EYE POOL ELEVATION (TYP. OF 4) FINISHED GRADE - III=III=III �I11= 11- FILTRATION BAY INLET INLET STUB (OPTIONAL) R.E.W. 05 01 19 R.D.J. suRVEYED: R.E.W. 06 19 19 R.D.J. DESWI K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR A"OvED= R. JARVIS WEIR WALL = - 5" - 5" FLOW 2'-0" INSIDE OUTSIDE y SECTION B-B SCAM* 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY OUTLET STUB _ OUTLET PIPE FROM FLOWKIT CATCHBASIN FOOT (TYP. OF 4) VERTICAL: 1 1988 HORIZONTAL: NAD 1953/1991 DATUM 1-CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTUREID 1 WATER QUALITY FLOW RATE cfs 0.0223 PEAK FLOW RATE <1 cfs 0.23 RETURN PERIOD OF PEAK FLOW rs 100 CARTRIDGE HEIGHT 27", 18", 18" DEEP 18" CARTRIDGE FLOW RATE m 12.53 MEDIA TYPE PERLITE, ZPG, PSORB PSORB RIM ELEVATION 155.40 PIPE DATA: I.E. IDIAMETER INLET STUB N/A N/A OUTLET STUB 153.10 12" CONFIGURATION OUTLET M INLET INLET SLOPED LID YESOM SOLID COVER YESED NOTES/SPECIAL REQUIREMENTS: %R CITY OF RENTON Planning/Building/Public Works Dept. INITIAL 2" DEEP SAWCUT OR GRIND, AND LIMIT OF FINAL OVERLAY. GRIND AND PAVE FULL STREET WIDTH OVERLAY REQUIRED. EDGE OF EXISTING PAVEMENT EDGE OF TRAVELED LANE (EDGE STRIPE) VARIES: 4.5' MIN. (SEE STD PLAN 110.1) CENTER OF ANY MARKED LANE LINE, PROVIDE NEW CHANNELIZATION AFTER OVERLAY SECONDARY FULL DEPTH SAWCUT FOR PROPOSED TRENCH INITIAL 2" DEEP SAWCUT OR GRIND, AND LIMIT OF FINAL OVERLAY. GRIND AND PAVE FULL STREET WIDTH OVERLAY REQUIRED IOU.1 I FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.1 STD. PLAN - 110.2 PUBLIC WORKS REQUIRED SAWCUT, GRIND AND \11PI-6 ED. DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES wy f0- R-403624 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 07/16/2019 WEATHERLY INN RENTON 4500 TALBOT RD S FlELDBOOK: PAGE: RENTON, WA 98055 DRAWING No: FRONTAGE IMPROVEMENT DETAILS FR-04 SHOT. 34 51 OR i i W C M a) O -0 6 N Ib (Dn 3 N U � i Z i W N a- LLJ � O J E w o� 0000 00 cV N 0 W N 0 0 N a_ �Z TREE RETENTION NOTES SEE ARBORIST REPORT, DATED 12/4/17, BY AMERICAN FOREST MANAGEMENT, PHONE: 425.820.3420, FOR ADDITIONAL INFORMATION. PER THE ARBORIST REPORT, ' A total of 306 significant trees were identified on the subject property. Trees in poor condition were not included in the tree calculation. The City of Renton requires retention of 10% of all the viable significant trees on commercial sites. Tree Calculation based on 252, healthv. viable, sianificant trees" Viable Significant Trees proposed for removal — 209 (83%) Viable Significant Trees proposed for retention — 43 (17%) Viable Landmark Trees proposed for retention — 7 (27%) "A Tree Type Removal Retained Total Landmark # 19 7 26 Landmark % 73% 27% 100% Significant # 190 36 226 Significant % 84% 16% 100% Tota I # 209 43 252 Tota I % 83% 17% 100% Landmark Trees are trees greater than a thirty inch (30") caliper IMPORTANT: ALL TREES INDICATED AS "TO REMAIN" MUST BE RETAINED. FAILURE TO RETAIN ANY INDICATED TREE WILL RESULT IN CONTRACTOR REPLACING TREE PER THE CITY OR OTHER REQUIREMENTS. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, FORESTER AND/OR CITY (AS APPLICABLE) IF IT IS DETERMINED THAT A TREE CANNOT BE t RETAINED. I ROOT PROTECTION AREA (RPA) v RADIUS OF FENCING SHALL BE A MIN. OF 1' FOR EVERY 1" OF CALIPI n 1 L EE PROTECTION FENCING 114 = 1'-0" "A' T II II I I II II I I II I I I I II II �D II I I I II / II�� 1 ', ', h IIIIppI•� j-NO�tTH - 0IF: ;I ;30 60 9G' feet. 4 h y ti -- -------------- - - - - --'- - - ---- -- - _ - X ____________ ______ %Py/©�+y^1CT;'; —------- -- — —------- _ _ - - - _ _ _ _ _ ________________�___-____ - - - - - - _ ________ T- -- _ _ _ _ _ __ ''--�- - c+ N'z dI , •,Lg'�I ; �1 % ,C+Ir '�1; C C "', C ,ys'1 /• - C C G nEl lr -'C ® , '�7 , ' ' ' ' ' ' ' ; 1 ; I ,1/7 1v 1� - O ' _ �� �� '"i ' ; 1 , ✓� ' I ; j ;' ; 1 , d ' ; / ; ; / ; i' ; I i I ; '' 01 Cc tc c c c CC „ I OV/ h_' , L, Y` __ �/ '�1� •,. ' , � , ' ' / 'III' ® 1 � , , NaWAL ASSISTED LIVING '� P GIVIL'PLgNS,' y; I FACILITY . ; ; ; % ; % `; ;'�' �' (j 01 01-11 gg 0� / ', 01-01 W T9' ® 3`1�' X4/N(�"X2 ; L1 ti9 y N x 7. 1W6" ORII' CAR ;A! 18 M 15, ® 030 ® W7', ''N�' Iv110' F�&4 '(90 W8" CCW10"X2 ' �, 0L9 r, �W7"% / / 11 360,' '4 47/1 ;1 IXE�,?/R 7�(W10" , N M'1 , / 61 I 3 , ,F , 1 N,C i � l , - ® 15 x /LI.J_// /11l/11/� ,I I R�d�I',fflaTF 1 1,2MA1173 12 RETAINING WA LS 'X4 PER CIVIL PLANS Wf - - IN 0 01-01 , Elm , , , -----„ , TEMPORARY TREE PROTECTION FENCE: TREE PROTECTION NOTES SIX -FOOT -HIGH CHAIN LINK CONSTRUCTION FENCE WITH PLACARDS. STEEL POSTS 1 NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. INSTALLED AT 8' O.C. 2 NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 3. PLACING MATERIALS NEAR TREES: NO PERSON MAY CONDUCT ACTIVITY WITHIN THE ROOT PROTECTION AREA (RPA) OF ANY EXISTING TREE TO BE RETAINED, EXCEPT AS OTHERWISE NOTED (SEE LANDSCAPE AND IRRIGATION SPECIFICATIONS). THIS INCLUDES BUT IS NOT LIMITED TO PARKING EQUIPMENT, PLACING SOLVENTS, STORING 2" X 8' STEEL POSTS OR BUILDING MATERIAL AND SOIL DEPOSITS, DUMPING CONCRETE WASH OUT AND LOCATING BURN HOLES. APPROVED EQUAL 4. PROTECTIVE BARRIER. BEFORE DEVELOPMENT, LAND CLEARING, FILLING OR ANY LAND ALTERATION, THE - 3" THICK LAYER OF MEDIUM CONTRACTOR: BARK MULCH A. SHALL FIELD VERIFY LOCATION, SIZE AND SPECIES TO DETERMINE RPA. B. SHALL ERECT TREE PROTECTION FENCING AROUND THE RPA OF THE TREE, AS DESCRIBED IN THE TEMPORARY - MAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE DETAIL. THE FENCING SHALL BE RETAINED THROUGHOUT CONSTRUCTION. TREE PROTECTION FENCE UNLESS C. SHALL PROHIBIT GRADING, TRENCHING, CUTTING, IMPERVIOUS SURFACING, OTHER CONSTRUCTION, OTHERWISE INDICATED ON THE PLANS COMPACTION OF EARTH, OR OTHER POTENTIALLY DAMAGING ACTIVITIES WITHIN THE RPA'S OF EXISTING TREES. D. SHALL ENSURE THAT ANY CLEARING OR LANDSCAPING DONE WITHIN THE DRIP LINE SHALL BE ACCOMPLISHED WITH HAND LABOR ONLY. E. SHALL ENSURE NO ROOTS GREATER THAN 2" SHALL BE CUT. 5. ATTACHMENTS TO TREES: DURING CONSTRUCTION, NO PERSON SHALL ATTACH ANY OBJECT TO ANY EXISTING TREE. FENCE SHALL BE MAINTAINED THROUGHOUT 6. THE ROOT PROTECTION AREA (RPA) IS DEFINED AS THE AREA WITHIN THE DRIP LINE OF THE TREE TO BE RETAINED, DURATION OF CONSTRUCTION. ALL UNLESS THE TREE IS AN OAK. THE RPA FOR OAK TREES EXTENDS TO ONE AND ONE-HALF TIMES THE RADIUS OF CLEARING AND PLANTING WITHIN THE ROOT THE CANOPY. ZONE SHALL BE DONE BY HAND. 7. RETURN ALL AREAS TO THEIR PRE -CONSTRUCTION STATE AFTER INSTALLATION IS COMPLETE. P-CO-REN-12 REFER TO Ro*4036149 Wo*403601 , So*403601 FOR AS -BUILT INFORMATION e F�. I I 1 1! � MmE 1 � U 0 FXP.02�� PE ARG 09/14/2018 N0. BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION A VOS 05 01 19 JBG suRVEYED: A VOS 06 19 19 JBG DESIGNED: A. VOS DRAWN: A. VOS CHECKED: J. GLANDER BY DATE APPR APPROVED: J. GLANDER 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL* NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 01 GENERAL SCHEDULE SYMBOL DESCRIPTION DETAIL 01-01 PRESERVE AND PROTECT EXISTING TREES 1/TP-01 SHOWN TO REMAIN. 01-11 RETAINING WALL, SEE CIVIL PLANS FOR GRADES, SEE STRUCTURAL/GEOTECH PLANS FOR MATERIALS AND DETAILS CITY OF RENTON Planning/Building/Public Works Dept. R-403625 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Matt Herrera 08/05/2019 WEATHERLY INN RENTON 4500 TALBOT RD S PAGE: AGE. OK: P RENTON, WA 98055 DRAWING NO: TREE PRESERVATION PLAN TP-01 SHEET. 35 OF•51 X ro O O 00 rl-) CD N � 0 IN i X M 0 CD 00 M NI i 0 0 Q i Ld w m Z U) Q i O" z O V) N 0 in Z LL.I N \Z 0 z w CD a0 o �60 3 N Ld i Z W N a- �o J Ew nn 00 I" cV N 0 N L,d N [If _ k l� Z l l i I ri 85 s f SHEET NO. SHEET TITLE SHEET DESCRIPTION 35 TP-01 TREE PRESERVATION PLAN 36 LS-01 OVERVIEW PLAN 37 LS-02 VIEW A - LANDSCAPE PLAN 38 LS-03 VIEW B - LANDSCAPE & LAYOUT V 39 LS-04 VIEW C - LANDSCAPE & LAYOUT 40 LS-05 VIEW D & E - LANDSCAPE & LAY 41 LS-06 VIEW F - LANDSCAPE & LAYOUT PLAN 42 LS-07 VIEW G - LANDSCAPE & LAYOUT PLAN 43 LS-08 POTS AND PLANTINGS 44 LS-09 PLANT MATERIAL LIST 45 LS-10 DETAILS & SPECIFICATIONS 46 LS-11 DETAILS 47 LS-12 DETAILS ADJACENT USE: COMMERCIAL - - - - _____:___ _ =------------ -r—v________________________ ";-;=�CIST------------- INd THE I. I -------------- ______ _________`"-------------- __------- �' ; v �'� I 0L' 4. ---- - -- `'- t- _ 16II s.f. INTERIOR PARKING 8, i ♦ o' ?�;��-� r *;,� ; ; �: r'; ;'; %'� 20U s.f., o , ; ?' / ; 1 , �I ; ' ; ; ;k ;T ✓' ; , , ;-t ;�, LOT LANDSCAPING 91-01, oil ; I 1 C' C \C C C C C C', C C c; ~' ' 360 s.f.>� �3 s.f. zo 400 s.f.00 ;KING?�; , ' ' ' ,PING I ` % F�\ , �,Y;i' ; ; I ' I ;.Z► I;I 20,,0, I 165 NSW ELF L it I i ' 20 0" _ +—aye -- �?`�"� �..G i; ,' / ; LIJ ' Tw", .� I/ as Q ; ' C - ---165 Ce IF I TRFH 170 s f , (FIL'b,'VEftl,�lf F��=S3L�►ttON IIV ""� ' "� � o',. I �•�. PFa TF�'EE'P,1�6�1'f,=�T OM PL N • �, ti�;,,;1 •. P l / . I r; 4-, .tom �L a ♦ r / •''�' • ' , � ' ' -r�6�' ' I i , ,�'�t-� / ' % A ; EKI7ING , o /' - / 1 , � l J' -- IL ;III,.; , 2 ,- _ _ _ " _ - Evergreen TreesI'I IIIII ' N �.—. �I__ - 1 �_ - - -_- I '_ _ =_ -Mountain Hemlock �.IIIII�,iI l�1�1111111", \ Illy sight,, -obscuring landscape visual barrier or a 10-foot Deciduous Trees - Sugar Maple ring 'landscape visual barrier along the property line. I - Frissia Locust lilill I i. - Serviceberry Evergreen Trees �II�I IIIII II'I II I' _ Mountain Hemlock 1` II ,III III I I' Weeping Alaska Cedar IIII!II II I',I - Serbian Spruce I IIII IIIIIIIIII ,IIIII IIII.. REFER TO R*44036149 Evergreen Trees and Shrubs A -Little Gem Magnolia - Strawberry Tree ,,4 O 3 6 O 1' So*403601 FOA ^ -Sky Pencil Holly AS -BUILT INFORMATION - Weeping Alaska Cedar - Serbian Spruce Deciduous Trees - Sugar Maple - Frissia Locust - Serviceberry Mixed Trees, Shrubs, - Ornamental Grasses & Perennials ylHlIr 22'-9" of w aSyl 1 SECTION1 - FULLY SITE -OBSCURING LANDSCAPE BARRIER 2 SECTION 2 - PARTIALLY SITE -OBSCURING BARRIER c.( B. G��c� SCALE. 1I 10 0ISCALE. 1 10 0 11 BUILDING PERMIT SUBMITTAL #2 A VOS 05 01 19 JBG SURVEYED: SCALE Z n_ Z P HORIZONTAL NAD 1983/1991 ` s BUILDING PERMIT SUBMITTAL 3 A VOS 06 19 19 JBG DESIGNED: 1 A.V°S CITY OF RENTON N V 6\�O � DRAWN: A. V0S ONE INCH DATUM ' sFXP p2io CHECKEDJ• GLANDER AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH P E A R NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY 09/14/2018 J. GLANDER Evergreen Trees and Shrubs - Little Gem Magnolia - Strawberry Tree - Sky Pencil Holly LANDSCAPE ANALYSIS Perimeter Parkina Lot Landscaain Min. width required: 10'-0" Min. width provided: 15'-10" a. Trees: Min. Size: 2" Cal. Rate: 1 per 30 I.f. of street frontage Street Frontage: 161 I.f. Trees required: 5 Trees provided: 6 b. Shrubs: Rate: 1 per 20 s.f. landscape area Area: 2,580 s.f. Shrubs required: 129 Shrubs provided: 130 Up to fifty percent (50%) of shrubs maybe deciduous. Shrubs must be at least a two (2) gallon container size at planting. The Administrator may allow smaller size shrubs provided the applicant demonstrates to the Administrator's satisfaction that the plants can meet the coverage requirements in time. c. Groundcover: 90% coverage within 3 years - Vinca minor, 1 gal. cont. @ 30" o.c. Interior Parkina Lot Landscaain Min. dimensions: 8'X12' Min. provided: Calculations include only areas 8'X12' or greater Min. Landscape Area: 35 sf/parking space Parking Spaces: 140 Area required: 4,900 s.f. Area provided: 5,500 s.f. a. Trees: Min. Size: 2" Cal. Rate: 1 for every 6 parking spaces within the lot interior Parking Spaces: 140 Trees required: 23 Trees provided: 24 b. Shrubs: Rate: 1 per 20 s.f. landscape area Area: 5,500 s.f. Shrubs required: 275 Shrubs provided: 305 Up to fifty percent (50%) of shrubs may be deciduous. * Includes large ornamental grasses. c. Groundcover: 90% coverage within 3 years - Vinca minor, 1 gal. cont. @ 30" o.c. d. There shall be no more than fifty feet (50) between parking stalls and an interior parking lot landscape area. R=403626 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ING Matt RHerrera 08 ORENT b/2019 WEATHERLY INN RENTON 4500 TALBOT RD S PAGE: AGE. 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REFER TO . .- ADDITIONAL INFORMATION.- -- - _ .w►. ���� _ - - - - ► • -AM►fir �=- s Tr IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING I @, +y _-� �� e����s•:r . ��, �... -Y' �.,. �'yZA "�l ♦`xS�r 9 � 7,,. �... :�li��^�- _ _ • • • • • •� • . • • N �� 0%7% HerreraMatt / • / / • RFNTO2 o l3 �` O BUILDING PERMIT SUBMITTAL #2 A VOS 05/01/191 JBG SURVEYED: o 4. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT/OWNER. Z p BUILDING PERMIT SUBMITTAL #3 A VOS 06/19/191 JBG 00 5. PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL r 1— DESIGNED: A. VOS N N QUANTITIES IN LIST WITH ACTUAL PLAN CALL -OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. 7 DRAWN. M V) GROUNDCOVER QUANTITIES SHALL BE ADJUSTED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIED SPACING. 2 ���, A. VOS CHECKED: J. GLANDER oN w 0 6. ALL PLANTS MUST BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. C S FXP pZ�06 o G� P E A R NO. REVISION BY DATE APPR APPROVED: 0911412018 GLANDER �Z SCALE: 1 "=20'—O" ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. WEATHERLY INN RENTON FIELIX4500 TALBOT RD S PAGE, OK: PAGE: RENTON, WA 98055 DRAWING NO: VIEW A - LANDSCAPE PLAN LS-02 SHET. OR 37 51 0 N CID X M O 00 M NI / 0 0 Q i Ld w m Z U) Q / CD V) 0 0 z w Cn 0 z w M O DO N DO N n 3 N U � LLj � Z W N a- �o Eo a N � DO cV N -� 0 N LLjj o � N a_ �Z 01 01 VIEW B LAYOUT PLAN - MEMORY CARE COURTYARD GROUND LEVEL (1ST FLOOR OF BUILDING) - SCALE: 1II=101-011 ROOF COURTYARD GROUND LEVEL BELOW VIEW B LAYOUT PLAN - MEMORY CARE COURTYARD UPPER TERRACE LEVEL (2ND FLOOR OF BUILDING) - SCALE: 1II=101-011 Carpet Rose Box Leaf Honeysuckle i 01 Stake and tie Clematis Snowball Viburnum and Lady Bank's Rose to Clematis trellis (Trellis b �Rozanne Geranium (TY Owner) Monch Aster Ti y Nann ily White ahl' � ad mary r /)<��Garderthl ox Leaf oneysuckle Deer Fer Hosts Abbotswood' Potentilla Tiny Nanny Lily VIEW A LANDSCAPE PLAN - MEMORY CARE COURTYARD GROUND LEVEL (1ST FLOOR OF BUILDING) - SCALE: 1II=101-011 REFERENCE NOTE SCHEDULE -VIEW B, SHEET LS-03 (GROUND LEVEL) CODE DESCRIPTION QTY DETAIL ELECTRICAL DIRECTIONAL LIGHT, CORRDINATE WITH OWNER AND E-101 FOUNTAIN/SIGN/FEATURE SUPPLIER 3 E-102 UP LIGHT, COORDINATE FIXTURE TYPE WITH OWNER 12 PAVI NG P-01 ACCENT PAVING: SCORED / STAMPED AS SHOWN, COLOR T.B.D. 1,157 3/LS-11 P-02 ACCENT PAVING: SCORED @ 24" O.C., BOTH WAYS, COLOR T.B.D. 3/LS-11 SITE FURNISHINGS S-06 TABLE, LG. ROUND (BY OWNER) 4 WALL FOUNTAIN (BY OWNER) COORDINATE POWER, LIGHTING, S 08 1 WATER AND DRAINAGE, AS NEEDED S-11 PLANTER 30" SQUARE (BY OWNER) 2 S-12 PLANTER 19" SQUARE (BY OWNER) 2 S-15 PLANTER RECTANGLE 30X10 (BY OWNER) 4 S-17 PLANTER VASE/URN 30" DIA. (BY OWNER) 4 S-18 PLANTER URN 24" DIA. (BY OWNER) 2 S-0 POT STYLE, PER SITE FURNISHINGS SCHEDULE X PLANTINGS, SEE SUGGESTED POT PLANTING SCHEMES, SHEET LS-08, COORDINATE PLANTINGS WITH OWNER REFERENCE NOTE SCHEDULE - VIEW B, SHEET LS-03 (TERRACE) ` S-18 CODE DESCRIPTION QTY DETAIL ` OO U I SITE FURNISHINGS LU S-05 TABLE, SMALL (BY OWNER) 2 S-15 PLANTER RECTANGLE 30X10 (BY OWNER) 4 S-18 PLANTER URN 24" DIA. (BY OWNER) 2 Dwarf Butterfly Bush Tiny Nanny Lily - INN sh IMF 01����1!I!_ REFER To Ro*4036149 MIN 112 -MEM HIM W,,403601 9 S*4403601 FOR ism INN M Bach • or, :utton A&BUILT INFORMATION er Fer ,3 den to White Dah Garden Phlo Deer ern 'Abbotswood' Potentilla 0 10 20 30 feet SCALE: 1" = 10'-0" NORTH PLANT SCHEDULE VIEW B - SHEET LS-03 RAIRIE SPIRE ASH S�MUBS UIY 3U I ANICAL / COMMON NAME SIZE 6PAUIN(3 SPACING o.�. DEER FERN o.c. a DWARF BUTTERFLY BUSH o.c. DWARF WHITE BUTTERFLY BUSH CAMELLIA (STANDARD) o.c. o.c. APANESE ARALIA o.c. O OX LEAF HONEYSUCKLE ABBOTSWOOD' POTENTILLA o.c. o.c. ARPET ROSE o.c. OSEMARY o.c. o�SNOWBALL .o 0 VIBURNUM ANNUAL,' JIALS 7T7--B-071 ANICAL / COMMON NAME SIZE SPACI1TG__ 6FJAUIN(3 o.c. ONCH ASTER o.c. A ACHELOR BUTTON O.C. OOZANNE GERANIUM o.c. OSTA o.c. u„rD ROVENCE LAVENDER ?anirom o.c. OARDEN • PHLOX o.c. ONDON PRIDE O.C. VERILLO SEDGE VINE/ESPALIER 7T7__=ANIGAL COMMON NAME SIZE SPACING SPACING o.c. CLEMATIS o.c. ADY BANKS ROSE BULBS I Y :3U I ANIUAL / COMMON NAME 61ZE SPACING SFJAUIN(3 o.c. ©VVHITE 0 DAHLIA o.c. 0 TINY NANNY LILY Per WAC 388-78A-3130, the assisted living facility must not use poisonous or toxic plants in interior courtyards accessible to residents. 3 B. G4,q VCR BUILDING PERMIT SUBMITTAL #2 A VOS 05 01 19 JBG SURVEYED: z 2 BUILDING PERMIT SUBMITTAL 3 A VOS 06 19 19 JBG � DESIGNED: A. VOS Ory DRAWN: A. VOS $ P. OZ�OG�� CHECKEDJ. GLANDER P E A R NO. REVISION BY DATE APPR APPROVED: 09/14/2018 J. GLANDER SCALE: 1 "=10'—O" ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept R=403628 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Matt Herrera 08/05/2019 WEATHERLY INN RENTON 4500 TALBOT RD S PAGE. OK: PAGE: RENTON, WA 98055 DRAWING NO: VIEW B - LANDSACPE AND LAYOUT PLANS LS-03 SHOT. 38 0151 C M N O -0,6 a)60 (Dn 3 N U � i Z �w �a- J ILLJ Ew 00 cV N rn V) 0 W N 0 0 N a_ i �Z P-02 S-1; C2 Center Path on Doorway I P-02 1 E-102 i Planting ° D °° I Planting Area I Area r' D '�— 8'-0" 6'' 0" 8'-0" L .. ° P ° °TT �> 00 I I S-06 D � ° D t D 4 D D p h -- ° fl II " I1 fl fl fl fl fl D / Planting i„ 01 -1 0 Area ul �uopu u / : D P-02 1 � ` Planting ° Area D D l4l 60,1 E-101 Plani D � --- [ k � I Fo ntaln a in D / ¢ S-09 Planting m1-r1-1 11 Area ° M 11 u- u-uiu u u u' planting Area I ° R 13'-11, 6'�0" 8'-0" ° D ID - °— —1 — �Planti g p DI o Are v �I la ting III Planting Ara I [b11 Area I 0 I S-07 1 C VIEW C LAYOUT PLAN - ILF COURTYARD GROUND LEVEL (2ND FLOOR OF BLDG.) SCALE: 1 "=10'-0" v Common Calla Japanese Painted Fern Garden Phlox Western Sword Fern— Rozanne Geranium Eternal Fragrance Daphne — White Dahlia Chinese Peony Tiny Nanny Lily True Dwarf Boxwood Bear's Breech Emerald Green Arborvitae White Astilbe Annabelle Hydrangea Garden Phlox Common Calla Cumulus Serviceberry Japanese Anemone White Dahlia Rozanne Geranium Hosta Hardy Geranium Biokovo Geranium Golden Globe Cedar Chinese Peony / Caesar's Brother Iris Tiger Eyes Sumac — White Astilbe // Emerald Green Arborvitae—Z Compact Summersweet Tiny Nanny Lily Deer Fern Bachelor Button Coral Bells Variegated Iris Blue Peter Rhododend Camellia (Standard) Biokovo Geranium Tiny Nanny Lily True Dwarf Boxwood — Eternal Fragrance Daph Climbing Hydrangea — Japanese Anemone — Western Sword Fern — Hardy Geranium MT 0 VM0,ld?itI I>til■ii■� 04in /',1,ZVa1r/iega/te4,ris Stake and tie Clematis, Climbing Hydrangea and Lady Bank's Rose to trellis (Trellis by Owner) Common Calla Japanese Painted Fern Japanese Anemone Prairie Spire Ash ,Little Lime Hydrangea Garden Phlox Butter and Sugar Iris 4Camellia (Standard) flvclematis apanese Anemone om�Calla .�Sno Zranium Viburnum Hardy —l�ondon Pride 1C11ral Bells Gjdcier Azalea - achelor Button Ti Nanny Lily ear's Breech tter and Sugar Iris A C VIEW C LANDSCAPE PLAN - ILF COURTYARD GROUND LEVEL (2ND FLOOR OF BLDG.) SCALE: 1 "=10'-0" NORTH 0 10 20 30 feet SCALE- 1" = 10'-0" REFERENCE NOTE SCHEDULE - VIEW C, SHEET LS-04 CODE DESCRIPTION QTY DETAIL GENERAL OVERHEAD ARBOR / PERGOLA STRUCTURE. COORDINATE DESIGN 01-10 2 WITH OWNER ELECTRICAL DIRECTIONAL LIGHT, CORRDINATE WITH OWNER AND E-101 4 FOUNTAIN/SIGN/FEATURE SUPPLIER E-102 UP LIGHT, COORDINATE FIXTURE TYPE WITH OWNER 16 PAVING P-01 ACCENT PAVING: SCORED / STAMPED AS SHOWN, COLOR T.B.D. 280 S.F. 3/LS-11 P-02 ACCENT PAVING: SCORED @ 24" O.C., BOTH WAYS, COLOR T.B.D. 3/LS-11 SITE FURNISHINGS S-04 TABLE, LG. SQUARE (BY OWNER) 2 S-06 TABLE, LG. ROUND (BY OWNER) 5 S-07 BIRD BATH (BY OWNER) 2 3 TIER FOUNTAIN WITH FLUTED BOWL & BASIN (BY OWNER) 5-09 1 COORDINATE POWER, LIGHTING, WATER AND DRAINAGE, AS NEEDED S-12 PLANTER 19" SQUARE (BY OWNER) 2 S-0> POT STYLE, PER SITE FURNISHINGS SCHEDULE X PLANTINGS, SEE SUGGESTED POT PLANTING SCHEMES, SHEET LS-08, COORDINATE PLANTINGS WITH OWNER o Emerald Green Arborvitae °S Garden Phlox Snowball Viburnum Bear's Breech 0 Japanese Anemone —Garden Phlox —Compact Summersweet Z—Caesar's Brother Iris —Chinese Peony —White Astilbe 'Bears Breech Climbing Hydrangea —Ccflumnar Ginkgo Common Calla PLANT SCHEDULE IRE C CUMULUS SERVICEBERRY T. RAIRIE SPIRE ASH HT. B&B • COLUMNAR GINKGO HT. B&B O.C. APANESE PAINTED FERN LACIER AZALEA O.C. o.c. DEER FERN o.c. O RUE DWARF BOXWOOD AMELLIA (STANDARD)B&B/CONT. O.C. OMPACT SUMMERSWEET O.C. VARIEGATED DOGWOOD O.C. ?ETERNAL FRAGRANCE DAPHNE o.C. O.C. NNABELLE HYDRANGEA ITTLE LIME HYDRANGEA O.C. ESTERN SWORD FERN o.c. o.c. BP BLUE PETER RHODODENDRON o.c. TIGER EYES SUMAC ��r� OLDEN GLOBE CEDAR O.C. EMERALD GREEN ARBORVITAE o.c. 0 SNOWBALL VIBURNUM O.C. 0 REFER TO R-403614, Wo..1403601 , So*403601 FOR AS -BUILT INFORMATION ERENNIALS EARS BREECH o.c. O.C. Q APANESE ANEMONE O.C. ACHELOR BUTTON O.C. IOKOVO GERANIUM O.C. O ARDY GERANIUM O.C. OOZANNE GERANIUM O.C. ORAL BELLS o.c. 0 OSTA - O.C. VARIEGATED IRIS o.c. p0 UTTER AND SUGAR IRIS O.C. O AESAR'S BROTHER IRIS O.C. OGARDEN PHLOX o.c. 7 ONDON PRIDE O.C. COMMON CALLA o.c. LEMATIS o.c. LIMBING HYDRANGEA STAKED & TIED O.C. LIMBING ROSE STAKED & A TIED o.c. WHITE ASTILBE M E o.c. HITE DAHLIA ME o.C. o-.TINY NANNY LILY ME o.c. EMOURES E HINESE PEONY Per WAC 388-78A-3130, the assisted living facility must not use poisonous or toxic plants in interior courtyards accessible to residents. R=403629 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING ., '%%j Matt Herrera 08/05/2019 !�� B G4,"'V R °� o z S FxP.O21 P Fz � E A 09114/2018 t BUILDING PERMIT SUBMITTAL 2 A VOS 05 01 19 JBG suRVEYED: SCALE: 1"=10'—O" VERTICAL• NAVD 19M HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. WEATHERLY INN RENTON 4500 TALBOT RD S RENTON, WA 98055 VIEW C - LANDSCAPE AND LAYOUT PLANS DATE 2 BUILDING PERMIT SUBMITTAL #3 A VOS 06 19 19 JBG DESIGNED: A. VOS FIELDBOOK: PAGE: DRAWN. A. VOS ONE INCH AT FULL SCALE IF ACCORDINGLY DRAWING No: LS-04 CHECKEDJ. GLANDER NO. REVISION BY DATE APPR APPROVED: J. GLANDER SHEET: 01 39 51 0)00 N 0 / Z W N � N it � o LLJ E W E- CV o o N Co cV N 0 N LJJ 0 0 N Ir �Z REFERENCE NOTE SCHEDULE - VIEW D, SHEET LS-05 CODE DESCRIPTION QTY DETAIL ELECTRICAL 01-02 SOD LAWN 01-05 CONC. MOW STRIP 7/1-S-10 01-09 FLAG POLE PER ARCHITECTURAL PLANS 01-12 BLOCK WALL, STUCCO FINISH PER ARCHITECTURAL PLANS, COORDINATE WITH OWNER ELECTRICAL E-101 DIRECTIONAL LIGHT, COORDINATE WITH OWNER AND 3 FOUNTAIN/SIGN/FEATURE SUPPLIER E-102 UP LIGHT, COORDINATE FIXTURE TYPE WITH OWNER 9 see VAN IM7.,, Pacific Dogwood - Silver Knight HeiRther ` I 'Ab ots d'-Potentill Ca int _ - AZ VIEW A2 LANDSCAPE PLAN - GENERAL SITE (NORTH PERIMETER) MATCHLINE VIEW Al, SHEET LS 02 GROUND LEVEL (2ND FLOOR OF BLDG.) SCALE: 1 "=20'-0" E-102 ------ eat 6' Ht. Fence (verify style and C lumns per Arch plans. with Owner) dd rdinat materials to match fence gat and olumns with Owner. -08 (verify inish & color with Owner) Wall Fountain by Owner. Mount so that 6' Ht. Perimeter Fence rim height is no less per Arch plans gthanade 0" above finish / I � Column (Typ.) Coordinate Light Fi ure (tyVesand location's) with Ow ier. See als Electrical. 4 Pedestrian Gate, ' 6' Min. Ht. R8;0„ a 01-02 4 01-05 _- I I I D Op N N 6' Ht. Fence (verify style with Owner) 19'-2" ° D° D D ° E ° D D D ° ° D Con ibiridd h ight.of.ferice Conc. Walk p and wa.11'sh 1 be &,Min.... - Civil Plans Mor urnent igri:ora face . t of II: :Se Arch/Ow' n for i ri.or'el fo: Sig' a sha Corr ply vvi h RMC• : ...' • �' 44-4 80E .-•- d'6} N 01-05 e, v a E-101 I 01-09 " E-102 V 0 p Cl W Cl) • J 0 W 00 J Q Z) 0 • . I ! V D VIEW D LAYOUT PLAN - TALBOT ROAD ENTRY SCALE: 1 =10 -0I1 REFERENCE NOTE SCHEDULE - VIEW E, SHEET LS-05 CODE DESCRIPTION QTY DETAIL ELECTRICAL E-102 UP LIGHT, COORDINATE FIXTURE TYPE WITH OWNER 2 PAVING P-02 ACCENT PAVING: SCORED @ 24" O.C., BOTH WAYS, COLOR T.B.D. 3/1-S-11 SITE FURNISHINGS S-01 BENCH, 4- LENGTH (BY OWNER) 1 S-06 TABLE, LG. ROUND (BY OWNER) 3 WALL FOUNTAIN (BY OWNER) COORDINATE POWER, LIGHTING, S-08 WATER AND DRAINAGE, AS NEEDED 1 S-13 PLANTER 15" SQUARE (BY OWNER) 2 S-0 POT STYLE, PER SITE FURNISHINGS SCHEDULE X PLANTINGS, SEE SUGGESTED POT PLANTING SCHEMES, SHEET LS-08, COORDINATE PLANTINGS WITH OWNER VIEW E LAYOUT PLAN - SOUTHWEST COURTYARD GROUND LEVEL (1 ST FLOOR OF BLDG.) SCALE: 1 " = 1 Y-0" Lady Banks Rose — Stake and tie Lady Bank's Rose to fence Box Leaf Honeysuckle Dwarf Fountain Grass- 01-08 Morning Light' Miscanthus Box Leaf Honeysuckle Agapanthus C C Dwarf Fountain Grass- 0 o1 6\ti FXP.02��_�. I NORTH 10 SCALE: 1" = 1U-0" mite av�naer ro enc Lavender aesar's Brother Iris Carpet Rose VIEW E LANDSCAPE PLAN - SOUTHWEST COURTYARD GROUND LEVEL (1 ST FLOOR OF BLDG.) SCALE: 1 "=10'-011 09/14/20181 NO. BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION 30 feet A VOS 05 01 19 JBG SURVEYED: A VOS 06 19 19 JBG DESIGNED: A. VOS DRAWN: A. VOS CHECKED: J. GLANDER BY DATE AP P R I APPROVED: J. GLANDER / t _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 / , / 1 _____________ _ ________________________________________________/ 1 S-20 _ _ Variegated tVlrseafrt- - - - _ - - - - - - - - 01-01 ,''' ", ------ - - - - - - ---- Vine Maple - - - -------- -- -- : TiVt.IW (2,019 sf)� tizD1-1nU1L,1 iiNrUrKiVitiiiU1N PLANT SCHEDULE VIEW E = UDDLEIA X 'WHITE PROFUSION' O.C. o.c. ONICERA NITIDA o.c. OSA X'FLOWER CARPET WHITE o.c. GAPANTHUS X 'HEADBOURNE HYBRIDS' O.C. O RIS SIBIRICA 'CAESAR'S BROTHER' o.c. O AVANDULA X INTERMEDIA 'ALBA' o.c. AVANDULA X INTERMEDIA 'PROVENCE' �miro o.c. �J,�vuVV`'LLG ISCANTHUS SINENSIS'MORNING LIGHT' ��O�nnnnn°c O.C. ENNISETUM ALOPECUROIDES 'HAMELN' o.c. OSA BANKSIAE 'ALBA PLENA' Per WAC 388-78A-3130, the assisted living facility must not use poisonous or toxic plants in interior courtyards accessible to residents. R=403630 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Matt Herrera 08/05/2019 ' SCALE: VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991� -{ CITY 0 F W EAT H E R LY INN RENTON FlELDBOOK: RENTON 4500 TALBOT RD S PAGE: ONE INCH DATU M RENTON, WA 98055 DRAWING NO: AT FULL SCALE Planning/Building/Public works Dept. VIEWS D & E - LANDSCAPE AND LAYOUT PLANS Ls-o5 IF NOT ONE INCH SCALE ACCORDINGLY SHEM 40 OF•51 D M 1> ° COORDINATE LIGHTING WITH •° ' I J D ° \ D ° ° 1 PLANTING LOCATIONS, FIXTURE o p p D o ° < Q TYPES BY OWNER. — 8'-0" 1> ° o ° °. 1 0 W ,.... / S-14 D o p. 4 r p D D° D p°. p I 11 1 OII C7 1 11 -g 10' 1 11 ° D ° S-04 ° 15'-1" D DD o E-102 p ? D P-01 P-O2 ° o° p o - °• ° • ° o D. p° D' . ° ° 12'-011 p _ °D E-101 ° I) -'p ° D D. °D F IIDD- ",-� - p' 11 ° ". _ _ P-01 4 V-1 V II II- --O ° 11 ° ° E-1 O2 D D D° D .. 5-17 ° ® ° p �D° C Q S-1 $ nDQ D° O V-1 V° H4 12 D S-19 J2 ° °. O N CDI I T-6" _° D o p 01-03 D. D 4 D. D I _ D /-> ' D °. O. D ��. '. C S-01 — p _- .. V- • 'IL, . D W W D D ° D B ° D °^ \� V t CD 0 U) J I X M O co 00 M NI 0 0 Ld w m z w U) CD Z V) 0 x O z W z 0 z W Nro O Ili 60 n 3 N U_ � i Z i W N a- J LLJ E L,J a� N Co cV N - � N LLJJ N a_ i �Z 0 REFERENCE NOTE SCHEDULE - VIEW F, SHEET LS-06 CODE DESCRIPTION CITY DETAIL GENERAL 01-02 1,475 01-0 REINFORCED SYNTHETIC TURF FIRE LANE, VERIFY TURF BRAND & MODEL WITH 2,161 1/LS-11 OWNER 01-04 SYNTH ETICT RF PU TI G GR E 200 2/1-S-11 01-06 LAWN EDGE 6/1-S-10 RETAINING WALL, SEE CIVIL PLANS FOR GRADES, SEE GEOTECH / STRUCTURAL/ 01-11 ARCHITECTURAL PLANS FOR MATERIALS AND DETAILS BLOCK WALL, STUCCO FINISH PER ARCH / STRUCTURAL PLANS, COORDINATE 01-12 WITH OWNER ELECTRICAL DIRECTIONAL LIGHT, COORDINATE FIXTURE TYPE WITH OWNER, COORDINATE E-101 2 WITH ELECTRICAL, OWNER & FOUNTAIN/SIGN/FEATURE SUPPLIER E-102 UP LIGHT, COORDINATE FIXTURE TYPE WITH OWNER 10 PAVI NG ACCENT PAVING: SCORED / STAMPED AS SHOWN, VERIFY PATTERN & COLOR P-01 1,309 3/1-S-11 WITH OWNER ACCENT PAVING: SCORED @24" O.C. BOTH WAYS, VERIFY PATTERN & COLOR P 02 3/1-S-12 WITH OWNER P-03 REINFORCED FIRE LANE SIRE FURNISHINGS S-01 BENCH, 4' LENGTH (BY OWNER) 9 S-04 TABLE, LG. SQUARE (BY OWNER) 9 S-17 PLANTER VASE / URN 30" DIA. (BY OWNER) 4 S-18 PLANTER URN 24" DIA. (BY OWNER) 6 S-19 PLANTER ROUND BOWL, 24" DIA. (BY OWNER) 2 S-OX POT STYLE, PER SITE FURNISHINGS SCHEDULE X PLANTINGS, SEE SUGGESTED POT PLANTING SCHEMES, SHEET LS-08, COORDINATE PLANTINGS WITH OWNER 10 20 30 feet 1 " = 10'-0" D W _ W. 13 L. Soft Touch ly - - - _ _ _ Wooly Thyme S-17 - - - - Weeping Alaska Ced H dy er iU ° B1 - - - - - - - - - - - - - - - - - - - May Night Sage . = Golden Globe Cedar ° D DF VIEW F LAYOUT PLAN - SOUTHEAST COURTYARD GROUND LEVEL (2ND FLOOR OF BLDG.) 11 SCALE. 1 =10 -0II SHEET NOTES 1. SEE SHEET LS-09 FOR PLANT MATERIAL LIST 2. REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. NO PLANT SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT/OWNER. 4. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT/OWNER. 5. PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH ACTUAL PLAN CALL -OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTITIES SHALL BE ADJUSTED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIED SPACING. 6. ALL PLANTS MUST BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. REFER To RoA036149 W,,403601 , S*403601 FOR AS —BUILT INFORMATION - `...���� ,� I ��o•!��� +►'DOE ,•.' .. - .- �� - 1 III —�',� ��/ �g�A • • . . •• ��� i�. I ►l'tiT'-.i7�i��� ��f i 11®��i■�!I - �A� -�.,�� ���i #��� - �� �`1i �Aye.i,♦�.`�Hosta ► ► Dwarf- _�Ei 519T 0• • • • I ��'i�►/ I i1■■r•.—'— y�,;r�1I1� I i % D ��'---� • r - I ' - • - •, �. 1 �9ems"--�--.tl►w1 v `•�'a�---.. �.� ���•1Z��� �► � • �Z;:�� ►'i���.r9.t�,�m.�b�ah�/a9/,1.�®�� �I/,.�,�/�� r ►' � �- � !�b��,��ty�'.l:,�y--- �•- �r T.�►j�, f��`I�!��� ��!' � ��-t:►. • 1 r ?' mom No ME E Ran so NMI ME NAM 00*111 Mw mom NONE N w MEN E ONE WIN 191 MEN 00 �:'ONO 1 ,. . 'to. - �� c311C 1C111•rlie .��;�.. "� . or , �a� 11�i INSONFAMMUOUNNN • •r i/- , ��tr�i Jc;O���■�� y9 .� �"�i,��i,,�,�.��.-��''i,7.�������'Ii?�de4�+'.;�9./�:'•eVrii'�5w,��9 �� �0� � '���''i •• •. • I - . • - -- - �f'�ii. ^��:'�®1�a- �E��'�'�',,, .'�'Ji i�� o ►i�,��Yl'J��iiii�. C� • �' 'i�J����� - • • �.� ••. Ii .1zt•.�!!� r��'o. •'• • 1.- ,'� fit•►•► -'"t �'01� - -e • •- �I��•R` � - .I IIY��..���'.`'��%a2�f,►��,�®��D'' �'"o �i' �=--� ���G ®�� ��Q!.��►•!•� w�lA,��ii o���;�••� ' ` �����' : • • • , . �/,�lf:���l ills® _. _ .�.: �,.����.���5����_ .��.����,.,���� , -• : �� ► ..- ; ► V'' v��/� �.�, I•/�,�•�/�/'�,Y • /,�i��'✓� • • • �..i ,, .r. r • F� e • - ���/IIII11�� • % � a ram. ,� ,. �� � �0. � %A ►. fi11 � ♦ ♦♦♦ ♦ LA I iger Eyes Sumac • • • • EI ing Jenny IN COMPLIANCE WITH CITY OF RENTON STANDARDS MU fop • , • • �tJ� Y ��~ � . ����0�[}�1�rrr-rv��r� -+tug. � � I � /n _�/, I - � �l' �'� � _ � �� ��CURRENT PLANNING 4 no -_ -= Matt Herrera 08/05/2019 FXP.0 021'_0 x 09/14/20181 NO. _ M , VIEW F LANDSCAPE PLAN - SOUTHEAST COURTYARD - F GROUND LEVEL (2ND FLOOR OF BLDG.) SCALE: 1 I1= 101-011 BUILDING PERMIT SUBMITTAL #2 A VOS 05 01 19 JBG SURVEYED: SCALE: p_ , p HORIZONTAL• NAD 1983/1991 ' W EAT H E R LY INN R E N TO N BUILDING PERMIT SUBMITTAL 3 A VOS 06 19 19 JBG DESIGNED: 1 —10 —O CITY OF A. vos R E N TO N 4500 TALBOT RD S AGE, A. VOS ONE INCH RENTON, WA 98055 PAGE, OK: PAGE: DRAWN: '` DRAWING No: CHECKED: DATU M J. GLANDER IFNO ON SCALE Planning/Building/Public works Dept. VIEW F - LANDSCAPE AND LAYOUT PLANS Ls—os REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEU, OF: J. GLANDER i 41 51 M O O 47 1 0 W G VIEW G LAYOUT PLAN - MAIN ENTRY COURTYARD GROUND LEVEL (1 ST FLOOR OF BUILDING) SCALE: 1 "= 10'-0" Carpet Rose True Dwarf Boxwood Blue Arrow Juniper — Irish Yew Annabelle Hydrangea Weeping Alaska Cedar Rozanne Geranium Caesar's Brother Iris �c Variegated Dogwood —Sof i Touch Holy G VIEW G LANDSCAPE PLAN - MAIN ENTRY COURTYARD GROUND LEVEL (1 ST FLOOR OF BUILDING) SCALE: 1 "=10'-0" REFER To R,,403614, W*4403601 , S,,403601 FOR AS -BUILT INFORMATION C M O -0,0 N 00 3 CN 0 j U � L Z w N a- � 0 E Cn N co cV N 0 N L LJ 0 0 N a_ �Z 0 10 20 30 feet SCALE: 1" = 10'-0" OF w A B o�q sti P �,,p����77 o�G c h`�I�k� O I I I 6 ti uu �'C 6 FX P. G PE AR BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL 0911412018I NO. I REVISION REFERENCE NOTE SCHEDULE - VIEW G, SHEET LS-07 CODE DESCRIPTION QTY DETAIL GENERAL RETAINING WALL, SEE CIVIL FOR GRADES, SEE STRUCTURAL/ARCH FOR 01-11 MATERIALS AND DETAILS 01-13 RAISED PLANTING BED PER DETAIL 4/LS-11 ELECTRICAL DIRECTIONAL LIGHT, COORDINATE WITH OWNER AND E-101 8 FOUNTAIN/SIGN/FEATURE SUPPLIER E-102 UP LIGHT, COORDINATE FIXTURE TYPE WITH OWNER 10 PAVI NG P-02 ACCENT PAVING: SCORED @ 24" O.C., BOTH WAYS, COLOR T.B.D. 3/LS-11 SITE FURNISHINGS S-02 BENCH, 6' LENGTH (BY OWNER) 1 S-06 TABLE, LG. ROUND (BY OWNER) 3 S-10 PLANTER 48" SQUARE (BY OWNER) 3 S-0 POT STYLE, PER SITE FURNISHINGS SCHEDULE X PLANTINGS, SEE SUGGESTED POT PLANTING SCHEMES, SHEET LS-08, COORDINATE PLANTINGS WITH OWNER Rose led Willow Butter and Sugar Iris Blue Peter Rhododendron Stake and tie Clematis to _ Wall/trellis (Trellis by Owner) Emerald Green Arborvitae Carpet Rose Western Sword Fern Eternal Fragrance Daphne Silver Knight Heather Butter and Sugar Iris Mexican Orange Hosta Rozanne Geranium Snowball Viburnum Clematis Feather Reed Grass Per WAC 388-78A-3130, the assisted living facility must not use poisonous or toxic plants in interior courtyards accessible to residents. t DULE VARIEGATED MAPLE T. B&B PEN DULA' —WEEPING ALASKA CEDAR ENTUCKY COFFEE TREE HT., B&B 0 0 SOUTHERN MAGNOLIA ' T. • 87 SYMMETRICAL, o CAMATCHED 1 0 2 3UXUS MIGRUPHYLLA JAHUNICA'GREEN BEAUTY' 7GT�_ 42" o.c. REEN BEAUTY BOXWOOD o.c. + TRUE DWARF BOXWOOD o.c. EXICAN ORANGE VARIEGATED DOGWOOD o.c. o.c. ETERNAL FRAGRANCE DAPHNE o.c. NNABELLE HYDRANGEA MAGROPHYLLA BLUE WAVE-5 GAL 60" o.c. BLUE WAVE LACECAP HYDRANGEA o.c. KY PENCIL HOLLY GAL. CONT. o.c. OFT TOUCH HOLLY 2 JUNIPERIC=OPULORUM -BLUE ARROW' 4' MIN. HT., 18" o.c. BLUE ARROW JUNIPERB&B/CONT. WESTERN SWORD FERN o.c. o.c. RP URPLE SPLENDOR RHODODENDRON 1 -�HIJUOIJENDRON 'BLUE PEI ER' 36" MIN. H 1. 60" O.C. BP BLUE PETER RHODODENDRON ARPET ROSE O.C. o.c. DAPPLED WILLOW RISH YEW o.c. o.c. DWARF GLOBE ARBORVITAE A VOS 105/01/191 JBG A VOS 106/19/191 JBG BY I DATE I APPR SURVEYED: DESIGNED: A. VOS DRAWN: A. VOS CHECKED: J. GLANDER APPROVED: J. GLANDER SCALE: 1 "=10'—O" ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL* NAVD 19M HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept U Q 0 MERALD GREEN ARBORVITAE UBLEFILE VIBURNUM L VIBURNUM E GERANIUM OSTA ARIEGATED IRIS UTTER AND SUGAR IRIS S BROTHER IRIS THEIR REED GRASS PANESE FOREST GRASS LEMATIS UNT EVEREST ALLIUM LVER KNIGHT HEATHER EN CREEPING JENNY MMON PERIWINKLE R=403632 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Matt Herrera 08/05/2019 WEATHERLY INN RENTON 4500 TALBOT RD S FlELDBOOK: PAGE: WA 98055 DRAWING No: RENTON, VIEW G - LANDSCAPE AND LAYOUT PLANS Ls-07 42 51 M SUGGESTED POT PLANTING SCHEMES SEASONAL COLOR SCHEDULE M 0 W ~ Planter S-10 �.t Planter S-11 Planter S-12 Planter S-13 Planter S-15 Planter S-16 Planter S-17 CD 0 U) i x ; o w __� I ,� 0i o - 0 ¢ m Planter S-18 Z U) i Z 1 (D 0 z N Planter S-19 Z 0 Z w a) CD � - N 00 3 N 0 U � �w _ N a B LLJ Ew aCn �� L��� o� N Co Planter S-20 N 0 N W o � N a_ �Z (4) Trailing Periwinkle (1) 'Nuccio's Pearl' Camellia S-Iv Pot Mix A SEASONAL • •' Japanese Aralia 1-(2) Biokovo Geranium low__=5U Pot TT (4) SEASONAL COLOR (1) Artificial Boxwood S-12 Pot Mix C1 (1) Dwarf Fountain Grass G Pot Mix D1 (2) Creeping Jenny (1) Butter and Sugar Iris (2) SEASONAL COLOR S-14 (1) Coral Bells Pot Mix El �1(4411)EASONAL COLOR S-15 Pot Mix F (2) Creeping Jenny (2) SEASONAL COLOR S (1) Everillo Japanese Sedge Pot Mix G1 S-16 (1) Biokovo Geranium SEASONAL COLOR (1) White Lavender C(3) (1) Everillo Japanese Sedge S-17 (1) Coral Bells (1) Creeping Jenny Pot Mix H1 (4) SEASONAL COLOR (1) Deer Fern S-18 Pot Mix 11 (1) Sky Pencil Holly S-19 Pot Mix J 1 (2) Tom Thumb Cotoneaster (1) Lady Bank's Rose S-20 Pot Mix K1 Planter: S-20 NAME NON -TOXIC HABIT EXPOSURE COLOR Non -toxic plants* for interior courtyards accessible to memory care residents ALYSSUM YES TRAILING SUN -SHADE WHITE AFRICAN DAISY, ARCTOTIS YES UPRIGHT SUN WHITE -PURPLE ALSTROEMERIA YES UPRIGHT SUN WHITE -PURPLE IMPATIENS YES MOUNDING SHADE WHITE -PURPLE LAVENDER YES MOUNDING SUN WHITE -LAVENDER PETUNIA YES TRAILING SUN -SHADE WHITE -PURPLE MINIATURE ROSE YES UPRIGHT SUN WHITE SAGE, SALVIA FAR INACEA / 'MYSTIC SPIRES BLUE' YES UPRIGHT SUN BLUE -PURPLE rdon My Purple Bee Balm SNAPDRAGON YES UPRIGHT SUN -SHADE WHITE ral Bells WAX BEGONIA YES MOUNDING SUN -SHADE WHITE ZINNIA YES UPRIGHT SUN WHITE -PURPLE tterfly Bush C(l) okovo Geranium ANNUALS for use in areas NOT accessible to memory care residents rggarten Sage BACOPA NO TRAILING SUN -SHADE WHITE -PURPLE S-11 ANGELONIA NO UPRIGHT SUN -SHADE WHITE -PURPLE Pot Mix B2 OSTEOSPERMIUM NO UPRIGHT SUN -SHADE WHITE -PURPLE LOBELIA NO TRAILING SUN -SHADE BLUE -PURPLE PETUNIA NO TRAILING SUN -SHADE WHITE -PURPLE (1) Green Beauty Boxwood PERENNIALS for use in areas NOT accessible to memory care residents ROSEMARY NO TRAILING/UPRIGHT SUN BLUE -LAVENDER 9C SALVIA OFFICINALIS NO MOUNDING SUN GREY -PURPLE VINCA MINOR NO TRAILING SUN -SHADE WHITE -PURPLE S-12 CREEPING JENNY NO TRAILING SUN -SHADE CHARTREUSE Pot Mix C2 HEUCHERA NO MOUNDING SUN -SHADE VARIOUS ROSE YES UPRIGHT SUN WHITE (1) Climbing Rose a:::: S-13 Pot Mix D2 (1) Trailing Periwinkle (1) Berggarten Sage (2) SEASONAL COLOR (1) Creeping Jenny S-14 (1) Miniature Rose Pot Mix E2 (2) Trailing Periwinkle (2) Liriope (1) SEASONAL COLOR /Z S-16 Pot Mix G2 (1) Biokovo Geranium (3) SEASONAL COLOR (1) Hardy Geranium S-17 0j(,;(1) Rosemary (1) Berggarten Sage (1) Wooly Thyme Pot Mix H2 (1) Dwarf Italian Cypress S-18 Pot Mix 12 OE=== Pot Mix J2 �WASh ��B. G4, �tic� z V U_ko�V A09/14/2018 NO. Per WAC 388-78A-3130, the assisted living facility must not use poisonous or toxic plants in interior courtyards accessible to residents. (1) Camellia Espalier (3) Everillo Sedge S-14 Pot Mix E3 (2) SEASONAL COLOR (5) SEASONAL COLOR S S S S S-16 Pot Mix G3 S-17 (1) Green Beauty Boxwood Pot Mix H3 aple Pot Mix H4 PLANT -SCHEDULE TROPURPUREUM EVER RED' VER RED JAPANESE MAPLE EER FERN BUTTERFLY BUSH _F__3UXUS (ARTIFICIAL) ARTIFICIAL BOXWOOD BEAUTY' REEN BEAUTY BOXWOOD NUCCIO'S PEARL' CAMELLIA OM THUMB COTONEASTER DWARF ITALIAN CYPRESS APANESE ARALIA KY PENCIL HOLLY MINIATURE ROSE kUSMARINUS UFFIGINALIS'B OSEMARY IOKOVO GERANIUM OARDY GERANIUM = ORAL BELLS Q UTTER AND SUGAR IRIS ,�vvv�p�c HITE LAVENDER �°�nnnc 5Z IRIOPE CREEPING JENNY ARDON MY PURPLE BEE BALM OERGGARTEN SAGE SEASONAL COLOR OOLY THYME RAILING PERIWINKLE SITE FURNISHINGS SCHEDULE - ALL PLAN SHEETS CODE DESCRIPTION DETAIL G PLANTERS S-10 S-11 S-12 S-13 S-14 S-15 S-16 PLANTER 48" SQUARE (BY OWNER) PLANTER 30" SQUARE (BY OWNER) PLANTER 19" SQUARE (BY OWNER) PLANTER 15" SQUARE (BY OWNER) PLANTER RECTANGULAR 36X20 (BY OWNER) PLANTER RECTANGLE 30X10 (BY OWNER) PLANTER BOX ON PORCH RAILING (BY OWNER) S-17 PLANTER VASE/URN 30" DIA. (BY OWNER) S-18 PLANTER URN 24" DIA. (BY OWNER) S-19 PLANTER ROUND BOWL, 24" DIA. (BY OWNER) ERILLO SEDGE ERILLO JAPANESE SEDGE /ARF FOUNTAIN GRASS VIELLIA ESPALIER SA BANK61AE ALE )Y BANK'S ROSE MBING ROSE S-20 FIBERGLASS PLANTER WITH SCREEN 5/LS-10 REFER TO Ri*4036149 POT STYLE, PER SITE SCHEDULE PX_0 PLANTINGS, SEE SUGGESTEDH INGS POT PLANTING SCHEMES Y Y ~4 0 3 6 0 1 9 S,,403601 FOR SHEET LS-08, COORDINATE PLANTINGS WITH OWNER BUILDING PERMIT SUBMITTAL #2 A VOS 05 01 19 JBG suRVEYED: BUILDING PERMIT SUBMITTAL #3 A VOS 06 19 19 JBG DESIGNED: A. VOS DRAWN: A. VOS CHECKED: J. GLANDER REVISION BY DATE APPR °PPROVED: J. GLANDER AS -BUILT INFORMATION 1 /4"=1 1-0" HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. &B/CONT GAL 18" o.c. GAL O.C. UK 2 UAL 18" o.c. GAL o.C. o.c. o.c. o.c. o.c. o.c. AL. CONT. o.c. o.c. O.C. o.c. o.C. GAL O.C. GAL 18" o.c. o.c. O.C. o.C. o.c. o.C. o.c. GAL 24" o.c. o.c. O.C. Mo UAL. UUN 1 ., 0" O.C. TAKED & TIED n r. R-403633 IM IED I� COMPLIANCE WITH CITY OF RENTON STANDARDS URRENT PLANNING att Herrera 08/05/2019 or WEATHERLY INN RENTON FIELD4500 TALBOT RD S PAGE:AGE. OK: P RENTON, WA 98055 DRAWING NO: POTS AND PLANTINGS LS-08 SHEET. 43 OF: 0 ui J x M C. TREES TOTAL A PKNG B C D E F LS-02/ POTS COMMON NAME / LATIN NAME CAL QTY. LOT LS-03 LS-04 LS-04 LS-05 LS-06 LS-05 VINE MAPLE 19 19 2 2" CAL ACER CIRCINATUM EVER RED JAPANESE MAPLE 4' MIN. HT., 1 1 1 ACER PALMATUM DISS. ATR. 'EVER RED' B&B/CONT. OSHIO-BENI JAPANESE MAPLE 3 3 15 GAL ACER PALMATUM 'OSHIO-BENT' VARIEGATED MAPLE 6 5 5 1 2" CAL ACER PLATANOIDES 'DRUMMONDII' GREEN MOUNTAIN SUGAR MAPLE 5 5 2" CAL ACER SACCHARUM GREEN MOUNTAIN TM CUMULUS SERVICEBERRY 7 3 4 2" CAL AMELANCHIER LAEVIS'CUMULUS' WEEPING ALASKA CEDAR 25 23 1 1 1 6' HT MIN CHAMAECYPARIS NOOTKATENSIS 'PENDULA KOUSA DOGWOOD 1 1 2" CAL CORNUS KOUSA PACIFIC DOGWOOD 15 15 2" CAL CORNUS NUTTALLII CORYLUS COLURNA 5 5 2" CAL TURKISH FILBERT 2" CAL. TRICOLR' BEECH 2 2 SYMMETRICAL, FAGUS SYLVATICA 'TRICOLOR' MATCHED PRAIRIE SPIRE ASH 6 4 2 2" CAL FRAXINUS PEN NSYLVATICA PRAIRIESPIRE' COLUMNARGINKGO 1 1 2" CAL GINKGO BILOBA FASTIGIATA BLAGON KENTUCKY COFFEE TREE 14 13 13 1 2" CAL GYMNOCLADUS DIOICA DWARF SOUTHERN MAGNOLIA 2" CAL. SYM., 32 28 2 4 MAGNOLIA GRANDIFLORA'LITTLE GEM' MATCHED SERBIAN SPRUCE 5 5 1 6' HT MIN PICEA OMORIKA FRISIA LOCUST 11 7 1 4 2" CAL ROBINIA PSEUDOACACIA'FRISIA' JAPANESE TREE LILAC 5 4 1 1 B&B/CONT. SYRINGA RETICULATA 'IVORY SILK' SILVER LINDEN 2 2 2 2 CAL TI LIA TOMENTOSA MOUNTAIN HEMLOCK 6' HEIGHT 29 29 1 TSUGA MERTENSIANA MIN. TOTAL A PKNG B C D E F LS-02/ POTS COMMON NAME / LATIN NAME SIZE QTY. LOT LS-03 LS-04 LS-04 LS-OS LS-06 LS-05 CAMELLIA ESPALIER O 1 5GAL CAMELLIA SASANQUA MINE NO YUKI CLEMATIS 8 1 1 6 2 GAL CLEMATIS X 'NELLY MOSER' CLIMBING HYDRANGEA 2 GAL. CONT_, 5 2 3 HYDRANGEA ANOMALA PETIOLARIS STAKED & TIED 2 GAL. CONT., 35 14 14 21 BOSTON IVY STAKED & TIED PARTHENOCISSUS TRI CUSP I DATA'VEITCHII' LADY BANKS ROSE 2 GAL. CONT_, 13 1 10 2 1 ROSA BAN KSIAE 'ALBA PLENA' STAKED & TIED CLIMBING ROSE 2 GAL. CONT_, 4 3 4 1 ROSA X 'CECI LE BRUN N ER' STAKED & TIED SHRUB AREAS TOTAL A PKNG B C D E F LS-02/ POTS COMMON NAME / LATIN NAME CONT CITY. LOT LS-03 LS-04 LS-04 LS-05 LS-06 LS-05 3,805 S_F_ TERRACE SHRUB MIX -'LITTLE LIME' HYDRANGEA 5 GAL 50 50 HYDRANGEA PAN ICULATA LITTLE LIME' - WAXLEAF PRIVET 5 GAL 50 50 LIGUSTRUMJAPONICUM - 'BLUE PETER' RHODODENDRON 36" MIN. HT 32 32 RHODODENDRON BLUE PETER' B&B/CONT_ EVERILLO SEDGE 9 6 3 4 1 GAL CAREX OSHIMENSIS 'EVERILLO EVERILLO JAPANESE SEDGE 0 2 6" POT CAREX OSHIMENSIS 'EVERILLO' JAPANESE FOREST GRASS 33 21 6 6 2GAL HAKONECHLOA MACRA 'AUREOLA MORNING LIGHT' MISCANTHUS 9 1 2 1 7 5GAL MISCANTHUSSINENSISWORNINGLIGHT' VARIEGATED MISCANTHUS 16 16 12 5GAL MISCANTHUS SI N ENSIS 'VARI EGATUS HAMELN DWARF FOUNTAIN GRASS 55 48 55 7 1 2GAL PEN NISETUMALOPECUROIDES 'HAMELN' Z 140 w a 75 14 z N C3 0 Of 24 0 z w U' 38 z 0 z Of 10 1 o (D -0 00 a> r o 3 N � Z W 133 7 MOUNT EVEREST ALLI UM BULB ALLIUM X 'MOUNT EVEREST 11 50 WHITEASTILBE TUBER/RHIZO ASTILBE CHINENSIS'DIAMONDS AND PEARLS' ME 13 7 4 WHITE DAHLIA TUBER/RHIZO DAHLIA X WHITE ONESTA ME 20 18 TINY NANNY LILY TUBER/RHIZO LILIUM X'TINY NANNY' ME 4 5 CHINESE PEONY TUBER/RHIZO PAEONIA LACT. 'DUCHESSE DE NEMOURES' ME A SHRUBS TOTAL A PKNG B C D E F LS-02/ POTS COMMON NAME/LATIN NAME SIZE QTM_ LOT LS-03 LS-04 LS-04 LS-05 LS-06 LS-05 STRAWBERRY TREE 6 6 5GAL ARBUTUS UN EDO JAPANESE PAINTED FERN 26 16 10 1GAL ATHYRIUM NIPPONICUM 'PICTUM' GLACI ER AZALEA 16 15 8 1 3 GAL AZALEA 'GLACIER GOLDEN GODDESS BAMBOO 19 19 5GAL BAMBUSA MULTIPLEX'GOLDEN GODDESS' DEER FERN 25 8 3 14 1 1 GAL BLECHNUM SPICANT DWARF BLUE BUTTERFLY BUSH 8 6 2 2GAL BUDDLEIA DAVIDII BLUE CHIP JR. DWARF WHITE BUTTERFLY BUSH 8 6 6 2 1 GAL BUDDLEIA X 'PUGSTER WHITE BUTTERFLY BUSH 8 3 1 1 4 5GAL BUDDLEIA X 'WHITE PROFUSION BUTTERFLY BUSH 2 2 1 5GAL BUDDLEJA DAVIDII 'TRUE BLUE ARTIFICIAL BOXWOOD 0 1 1 OR 2GAL BUXUS (ARTIFICIAL) GREEN BEAUTY BOXWOOD 29 27 27 2 2 BUXUS MICROPHYLLA JAPON ICA'GREEN 5GAL BEAUTY' TRUE DWARF BOXWOOD 353 46 97 182 28 2GAL BUXUS SUFFRUTICOSA CAMELLIA (STANDARD) 4- MIN. HT., 6 2 3 1 CAMELLIA DOUBLE WHITE / PASTEL B&B/CONT. NUCCIO'S PEARL' CAMELLIA 4 4 1 36" MIN. HT. CAMELLIA SASANQUA 'NUCCIO'S PEARL' MEXICAN ORANGE 26 22 1 3 5GAL CHOISYA TERNATA COMPACT SUMMERSWEET 18 8 3 7 p 2GAL CLETHRAALNIFOLIA'WHITE DOVE' VARIEGATED DOGWOOD 23 10 1 1 g 4 2GAL CORN US ALBA IVORY HALO TM TOM THUMB COTO N EASTE R 0 2 1 GAL COTONEASTER APICULATUS 'TOM THUMB' DWARF ITALIAN CYPRESS 12 12 1 6' HT MIN. CUPRESSUS SEMPERVIRENS 'TINYTOWER' ETERNAL FRAGRANCE DAPHNE 16 4 6 6 2GAL DAPHNE X TRANSATLANTICA 'BLAFRA JAPANESE ARALIA 2 2 2 5GAL FATSIAJAPONICA ANNABELLE HYDRANGEA 11 3 3 1 3 4 SGAL HYDRANGEA ARBORESCENS 'ANNABELLE BLUE WAVE LACECAP HYDRANGEA 2 1 1 SGAL HYDRANGEA MACROPHYLLA BLUE WAVE PANICLED HYDRANGEA 6 2 4 5GAL HYDRANGEA PANICULATA LITTLE LIME HYDRANGEA 20 13 2 1 6 SGAL HYDRANGEA PANICULATA LITTLE LIME SKY PENCIL HOLLY 18" MIN. HT., 2 63 42 11 10 11 1 ILEX CRENATA'SKY PENCIL' GAL. CONT. SOFTTOUCH HOLLY 77 64 4 4 g 2GAL ILEX CRENATA 'SOFTTOUCH BLUE ARROW JUNIPER 4- MIN. HT., 12 8 10 2 JUNIPERUSSCOPULORUM'BLUEARROW' B&B/CONT. BOX LEAF HONEYSUCKLE 114 6 98 16 1GAL LONICERA NITIDA PACIFIC WAX MYRTLE 16 16 5GAL MYRICA CALIFORNICA WESTERN SWORD FERN 8 3 5 2GAL POLYSTICHUM MUNITUM 'ABBOTSWOOD' POTENTILLA 57 52 52 4 1 2 GAL POTENTILLA FRUTICOSA 'ABBOTSWOOD' PURPLE SPLENDOUR RHODODENDRON 7 3 3 1 36" MIN. HT. RHODODENDRON X 'PURPLE SPLENDOUR RHODODENDRON 9 7 1 1 36" MIN. HT. RHODODENDRON BLUE PETER' TIGER EYES SUMAC 15 9 2 2 4 5GAL RHUSTYPHINA TIGER EYES CARPET ROSE 98 59 62 2 12 14 11 2GAL ROSA X 'FLOWER CARPET WHITE ICEBERG SHRUB ROSE 19 8 11 2GAL ROSA X 'ICEBERG SEQUOIA GOLD MINIATURE ROSE 0 1 6" POT ROSA X 'SEQUOIA GOLD' ROSEMARY 13 12 1 1 1GAL ROSMARINUS OFFICINALIS 'BLUESPIRES DAPPLED WILLOW 1.25" CAL., #20 20 13 7 SALIX INTEGRA 'HAKURA NISHIKI' TREE FORM FRAGRANT SARCOCOCCA 7 7 1GAL SARCOCOCCA RUSCIFOLIA IRISITYEW 8 2 6 5GAL TAXUS BACCATA `STRICTA' DWARF GLOBE ARBORVITAE 1 1 5GAL THUJA OCCIDENTALIS DWARF GLOBE GOLDEN GLOBE CEDAR 27 20 14 4 3 5GAL THUJA OCCIDENTALIS GOLDEN GLOBE EMERALD GREEN ARBORVITAE 31 14 15 2 5GAL THUJA OCCIDENTALIS 'SMARAGD' r`v �� B . G q `PVC °��, O 1 BUILDING PERMIT SUBMITTAL z 2 BUILDING PERMIT SUBMITTAL U Doti � FXP.021�6 09/14/2018I NO. I REVISION 8 3 1 1 2 1 1 1 1 1 SNOWBALL VI BURN UM VIBURNUM PLICATUM 'SNOWBALL' VARIEGATED WEIGELA WEIGELA FLORIDA 'VARIEGATA' 5 GAL 5 GAL ANNUALS/ PERENNIALS TOTAL A PKNG B C D E F LS-02/ POTS COMMON NAME / LATIN NAME SIZE QTM. LOT LS-03 LS-04 LS-04 LS-05 LS-06 LS-05 BEARS BREECH 8 4 4 5GAL ACANTHUS MOLLIS AGAPANTHUS 62 51 3 10 1 1GAL AGAPANTHUS X 'HEADBOURNE HYBRIDS JAPANESEANEMONE 40 20 19 1 6" POT ANEMONE X HYBRIDA 'HONORINEJOBERT' MONCH ASTER 8 5 3 1GAL ASTER X FRIKARTII 'MONCH BACHELOR BUTTON 39 13 18 g 1GAL CENTAUREA MONTANA SHASTA DAISY 8 2 3 6 1GAL CHRYSANTHEMUM X SUPERBUM 'ALASKA GASPLANT 20 20 6" POT DICTAMNUS ALBUS 'ALBIFLORUS' BIOKOVO GERANIUM 60 28 14 18 7 4" POT GERANIUM X CANTABRIGIENSE 'BIOKOVO' HARDY GERANIUM 64 6 10 27 31 1 4"POT GERANIUM X MAGNIFICUM PLATYPETALUM ROZANNE GERANIUM 63 30 13 10 5 4 14 1GAL GERANIUM 'ROZANNE THE BRIDE ROCK ROSE 274 257 247 17 6" POT HELIANTHEMUM NUMMULARIUM 'THE BRIDE' CORAL BELLS 23 8 10 5 3 1GAL HEUCHERA X 'VENUS HOSTA 33 11 3 4 5 10 1GAL HOSTA X TRANCES WILLIAMS VARIEGATED IRIS 29 11 3 5 10 3 1GAL I R I S PALLI DA 'ALBO-VA RI EGATA BUTTER AND SUGAR IRIS 37 7 6 5 19 1 1GAL IRIS SIBIRICA BUTTER AND SUGAR CAESAR'S BROTHER IRIS 50 21 1 4 6 4 15 1GAL IRIS SI BI RICA 'CAESAR'S BROTHER' WHITE LAVENDER 53 28 25 1 1GAL LAVANDULA X INTERMEDIA 'ALBA PROVENCE LAVENDER 22 5 6 g 3 1GAL LAVANDULA X INTERMEDIA'PROVENCE VARI EGATED LI LYTURF 85 79 74 6 2 6" POT LIRIOPE MUSCARI 'SILVERYSUNPROOF' CREEPINGJENNY 10 10 6 4" POT LYSIMACHIA NUMMULARIA 'GOLDILOCKS' PARDON MY PURPLE BEE BALM 0 1 4" POT MONARDA DIDYMA PARDON MY PURPLE' WALKERS LOW CATMINT 73 50 59 23 1 GAL NEPETA X FAASSENII WALKERS LOW RUSSIAN SAGE 5 5 1 GAL PEROVSKIA ATRI PLICI FOLIA BLUE SPIRES GARDEN PHLOX 39 5 10 8 16 1GAL PHLOX PANICULATA BLUE PARADISE MAY NIGHTSAGE 10 10 6" POT SALVIA N EMO ROSA ' MAY NIGHT' BERGGARTEN SAGE 12 12 3 6" POT SALVIA OFFICINALIS 'BERGGARTEN' 7,096 S. F. 116 116 116 116 116 116 116 116 NATIVE MIX - SALAL 1 GAL GAULTHERIA SHALLON - PACIFIC RHODODENDRON 1GAL RHODODENDRON MACROPHYLLUM - GRO-LOW FRAGRANT SUMAC 1 GAL RHUS AROMATICA 'GRO-LOW' - HANCOCK CORALBERRY 1 GAL SYMPHORICARPOS X CHENAULTII 'HANCOCK' SEASONAL COLOR 0 36 4 POT SEASONAL COLOR ANGELI NA SEDUM 3 3 3 1 GAL SEDUM RUPESTRE 'ANGELINA WOOLYTHYME 44 24 32 20 1 4" POT THYMUS PSEUDO LAN UGINOSUS TRAILING PERIWINKLE 0 7 4" POT VINCA MINOR 'ALBA' COMMON CALLA 23 10 g 5 1 GAL ZANTEDESCHIA AETHIOPICA BU LBS REFER To R-4036149 W,,403601 , S,,403601 FOR AS -BUILT INFORMATION A VOS 05/01/191 JBG suwum: A VOS 06 19 19 JBG DESIGNED: A. VOS DRAWN: A. VOS CHECKED: J. GLANDER BY DATE APPR AP GLANDER ONE INCH AT FULL SCN E IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL.* NAVE) 19M HORIZONTAL: NAD 1953/1991 DATUM CITY OF RENTON I."R V4297 Planning/Building/Public Works Dept. 0 NOTE See Sheet LS-08 for plant materials recommended for pots and planters. ') R=403634 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Matt Herrera 08/05/2019 WEATHERLY INN RENTON 4500 TALBOT RD SFIEUM RENTON, WA 98055 PME. OK: PAGE: DRAWING NO: PLANT MATERIAL LIST LS-09 sHEET. 44 OR51 1 1" CHAINLOCK TREE TIES d (2)-BVC WOOD TREE STAKES (8' SHRUB FLARE SHALL BE d d HT.) CLEARLY VISIBLE MULCH 6 MIN � AFTER PLANTING 4" MULCH IN BASIN 3„ d d d WATERING BASIN BERM 3" WATER RETENTION BASIN (IN SHRUB ) AND GROUNDCOVER AREAS PLANTING PIT ROOTBALL I -III ''� _ ONLY FERTILIZER TABLETS, SHALL BE A DEPTH ' =III=III III=III=11 FERTILIZER TABLETS MIN. OF TWICE = III- 2"-6" DEPTH 1II 111 11 0 0 •:. I - O Q w III=III - = THE ROOTBALL 6" MIN. C0 0 11=-III-11 =III -III= COMPLETELY REMOVE BURLAP FROM DEPTH REMOVE BURLAP FROM A MIN. ROOT BALL. ...... ........ z =III=III= - - III=III- 'I, illliiilll 1-III-III-11 II III -III= I I III OF % FROM ROOTBALL AFTER _ BACKFILL SOIL MIX ROOTBALL PLACING SHRUB IN PLANTING N ROOT DIAMETER HOLE (REMOVE COMPLETELY IF BALL NOTES: FIBERGLASS OR TREATED). 1. REMOVE TREATED OR SYNTHETIC 6" 6" WIDTH BURLAP COMPLETELY. MIN. MIN 2. INSTALL 24" DEPTH ROOT BARRIER AT CANTING PI THE EDGE OF ANY PAVING WITHIN 8 FT. PLANTING PIT SHALL BE BACKFILL SOIL MIX SHALL BE A MIN OF OF TREE TRUNK. A MINIMUM OF TWICE 3X THE 3. ENSURE THE TRUNK FLARE IS VISIBLE THE ROOT- BALL WIDTH R OTBALL WIDTH. ABOVE GRADE AFTER PLANTING. TREE PLANTING & STAKING DETAIL N.T.S. + P-CO-REN-01 CONTINUOUS OUTER ROW OF PLANTS SPACED "X" ON CENTER AND SET BACK FROM THE PLANTING BED EDGE 2/3 "X" AREA FOR SPACING ADJUSTMENT EDGE OF PLANTING BED +-+-+-+»X»+ ULAR SPACING WITHIN PLANTING BED + SPECIFIED PLANT SPACING="X" DUAL PLANTS REPRESENTED AS: + PLANT SPACING DETAIL NTS 2/3 "X" NOTE: CONCRETE MOWSTRIP SHALL BE 5"W X 3-1/2"H AS AVAILABLE FROM (OR EQUAL): CREATE -A -CURB P.O. BOX 8726 LACEY WA 98509 JIM BRIGHAM FINE BROOM FINISH (360) 459-4479 a y (D o v CD a� 00 (D 3 N 1 / U � Z W N M y d �o I > W 3 EXTRUDED CONCRETE MOWSTRIP N `V N.T.S. o w P-CO-REN-03 RADIUS EDGE (BOTH )ES) JISH GRADE 4ER CEMENT CONCRETE )WSTRIP, PROVIDE EXP. INTS @ 10' O.C. DEPTH CRUSHED ROCK )IMPACTED SUBGRADE P-CO-REN-34 2 SHRUB PLANTING DETAIL (B&B OR CONT) NTS WIDTH VARIES REFER TO PLAN FINISH GRADE (INCLUDING BED MULCH) 2" @ SHRUB BEDS, FLUSH @ LAWN AREA Ater ASPHALT PAVING CONCRETE CURB OR ADJACENT PAVEMENT r MULCH ROOT BALL/POT BACKFILL SOIL MIX 1 FERTILIZER TABLET GROUNDCOVER PLANTING DETAIL P-CO-REN-06 \ v ) (2" & 4" POTS) 1" = 1" P-CO-REN-43 3" MIN.; REFER TO PLAN FOR SPECIFIC BERM & CROWN HTS. a� SUB -BASE MATERIAL NATIVE SOIL TOPSOIL FILL - REFER TO SPECIFICATIONS FOR SOIL TYPE NOTE: GENERAL CONTRACTOR SHALL REMOVE EXCESS ASPHALT PAVEMENT AND SUB- BASE MATERIAL DOWN TO NATIVE SOIL. PARKING ISLAND PLANTER DETAIL NTS P-CO-REN-04 6" EDGE I AWN ARFA (TYPIC:AI 1 Tocnirlu oHm IR Rr=n (TYPIC'.AI 1 (: 6 LAWN EDGE DETAIL REFER To RoA036149 Wo-1403601 , S,,403601 FOR AS -BUILT INFORMATION B. G ` q VCR °0 O 1 BUILDING PERMIT SUBMITTAL z IBUILDING PERMIT SUBMITTAL FXP.021�_�; 09/14/20181 NO. REVISION A VOS 05 01 19 JBG suwum: A VOS 06 19 19 JBG DESIGNED: A. VOS DRAWN: A. VOS CHECKED: JGL . ANDER BY DATE APPR AP. GLANDER ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY P-CO-REN-15 VERTICAL• NAVE) 19M HORIZONTAL: NAD 1953/1991 DATUM LANDSCAPE SPECIFICATIONS 1. Refer to details for additional information. 2. Chemically kill and remove from site all existing weeds and vegetation not shown to remain on plans. 3. Distribute imported sandy loam topsoil (approved by the Landscape Architect) in areas shown and at depths indicated for crowning and berming of landscape areas, and backfill of retaining walls (if required). Dotted lines indicate 1' contour intervals. All landscape areas shall receive topsoil, whether indicated on plans or not, so that finish grades of all shrub beds shall be 2" below tops of adjacent curbs and pavement, and lawn areas shall be 1/2" below tops of adjacent curbs and pavement. Structural fill areas: Any landscape areas occurring within structural fill zones shall have said structural fill materials excavated to a depth of 12" below finish grades in shrub areas and 6" below grade in lawn areas, and replaced with specified topsoil. Dispose of excavated material off site. 4. Fine grade all landscape beds prior to planting operations. 5. No plant substitutions shall be permitted without prior approval of Landscape Architect/Owner. 6. All plants shall conform to the latest edition of the American Standard for Nursery Stock. 7. All plant materials and plant locations shall be approved by the Landscape Architect prior to installation. All plants shall be thoroughly watered immediately after planting with Alaska Fish Fertilizer solution. 8. Root barrier shall be incorporated adjacent and parallel to paving, curb and sidewalk, a minimum of 15 linear feet (7.5' on either side of trunk), 24" deep, where any tree is within 8' of paving, curb or sidewalk. Root barrier shall be DeepRoot UB-24 as available from Ewing Irrigation Products, 2901 S Tacoma Way, Tacoma, WA 98409 (253) 476-9530 or approved equal. 9. Soil amendment for soil preparation and planting backfill shall be a screened 5/8" minus nitrified wood residual compost equal to: A. "Silver Springs Top Grade Compost" brand compost as available from Corliss Resources Lake Tapps, WA (253) 279-9102. B. "Cedar Grove Compost" brand compost as available from Cedar Grove Compost, Maple Valley, WA (877) 764- 5748. C. PREP/LRI compost as available from Randles Sand and Gravel, Inc., Puyallup, WA (253) 537-6828. 10. Soil Preparation - (all landscape areas). Spread 9 c.y. of specified soil amendment per 1000 s.f. (approx. 3" depth) of area. Spread 100 lbs./1000 s.f. of dolomite lime (in lawn areas only), 150 lbs./1000 s.f. of Agricultural Gypsum and 15 lbs./1000 s.f. of 16-8-8 commercial fertilizer over soil amendment. Roto-till all of the above to a 6"-8" depth and grade smooth, compacting as required and removing all rocks, clods and debris. 11. Lawn areas (seed or sod refer to plans) shall consist of one of the following turf types: 60% Turf -Type Perennial Rye Grass Varieties 60% Turf -Type Perennial Rye Grass Varieties 20% Bluegrass 40% Turf -Type Fescue 20% Hard Fescue 12. Seed and sod shall be equal to that as grown by Country Green Turf Farms; Olympia, WA or JB Instant Lawn, Redmond, WA. Seed shall be applied at 7 Ibs/1000 s.f. and include 10 lbs./1000 s.f. of United Horticulture 15-5-10 fertilizer in all lawn areas. 13. All trees in lawn areas shall be planted in a 3' diameter circle of bed mulch. 14. Backfill mix for all plants (except Rhododendrons & Azaleas) shall be a blend of 1/3 existing site soil, 1/3 coarse sand, and 1/3 soil amendment specified in No. 9. Backfill mix for Rhododendrons and Azaleas shall consist of 2/3 above specified backfill mix and 1/3 fine grind hem -fir bark mulch. 15. Apply Osmocote 18-6-12, 9 month slow release fertilizer over the surface of all plant pits at the following rates: Trees Over 10' Height 2 Cups Trees Under 10' Height: 1 Cup All Shrubs Except 1 Gallons: 1 /2 Cup 1 Gallon Plants: 1 /4 Cup Ground Covers: 1 /4 Cup 16. Fertilizer tablets for all plants shall be Agriform (20-10-5) 21 gram or 10 gram tablets distributed as follows: All trees: 4-21 gram tablets, all shrubs (except 1 gallons): 3-21 gram tablets, all 1 gallons: 1-21 gram tablet, all 2-1/4" and 4" pot ground covers: 1-10 gram tablet each. Set tablets directly next to rootball. 17. All shrub and ground cover beds shall receive a 2" depth (6 c.y. per 1000 s.f.) of "Fine Grind" hem/fir bark mulch as top dressing. 18. Apply a granular pre -emergent herbicide to all shrub and groundcover beds at the conclusion of the maintenance period. Do not use Casaron or Norasac Brands. 19. All work shall be performed to the satisfaction of the Landscape Architect/Owner. 20. All plants shall be guaranteed for one full year from date of project acceptance. All replaced plants shall be re -guaranteed. All replacements shall be made within 21 days of receiving written notice from the Owner. Contractor shall not be responsible for plants dying due to Owner neglect or vandalism, after the maintenance period. 21. Plant list quantities are shown for reference only. Contractor is responsible for verifying all quantities in list with actual plan call -outs, and installing plantings per the landscape plan. Groundcover and/or mass shrub quantities shall be adjusted as required for field conditions at the specified spacing. 22. Final inspection shall occur at the conclusion of a 60-day maintenance & plant establishment period. Maintenance period shall commence upon completion of all landscape installation activities and shall include the following: A. Mow lawns once per week. B. Remove all weeds over 1" in height. C. Replace dead or unhealthy plants. D. Ensure proper function of irrigation system. E. Ensure adequate moisture is delivered to all landscape beds including non -irrigated areas. F. Fertilize all lawns at conclusion of maintenance and plant establishment period. CITY OF RENTON 1-`R V4297 Planning/Building/Public Works Dept. R=40363,5 F OMPLIANCE WITH CITY OF RENTON STANDARDS NT PLANNING rera 08/05/2019 WEATHERLY INN RENTON FIRIM 4500 TALBOT RD S PME. OK: PAGE: RENTON, WA 98055 DRAWING NO: DETAILS AND SPECIFICATIONS Ls-10 SHEET. 45 OP51 SYNTHETIC TURF, COORDINATE BRAND/TYPE WITH OWNER NAILER BOARD CONCRETE ANCHORS COMPOSITE— 11= WOOD SCREW I =_ _II II- 1=1 I I —I I 1 1=14 %" REBAR WHERE NEEDED COMPACTED ROADBASE PER GEOTECH — WIDTH OF FIRELANE FILL CELLS WITH CLEAN, SHARP SAND AIRPAVE GEOCELI SECTION AT RAISED CURB 1 REINFORCED SYNTHETIC TURF FIRELINE 3/4" = V-0" 6X6 WEILDED WIRE MESH, CENTER IN CONCRETE i . M : it •. 11 ` �f—�i! . CD IIIIIIIIIII 1, 1 III N - J I III—�I x M 0 CD 00 M N I i 0 0 Q i o- m z m i CJ z Z w o- 0) M N CD �00 3 N U � i Z i W N a- � O J I Ew a� o � N 00 rn cV N -F- 0 N W o � N a_ � z %4" EXPANSION JOINT MATERIAL STAMPED CONCRETE REFER TO PLANS FOR PATTERN, TYP • - - - .4 .,. CLASS 3000 C.I.P. CONCRETE NOTES: CONCRETE CURB PER CIVIL PLANS PLANTINGS PER LANDSCAPE PLAN PLANTING SOIL, PREPARED AS \\\\ SPECIFIED I IIIIIII=1 I I FILTER FABRIC (OPTIONAL, PER GEOTECH) PREPARED =III=III=III= SUBGRADE, PER GEOTECH NOTE: CONTRACTOR SHALL REFER TO MANUFACTURER'S SPECIFICATIONS, SECTION 32 1243 ARTIFICIAL GRASS COVERING FLEXIBLE POROUS PAVING, FOR SYNTHETIC TURF INSTALLATION 8" MINUS COMPACTED CRUSHED ROCK 2"X4" COMPOSITE TIMBER PERIMETER NAILER BOARD ATTACH NAILER BOARD TO CONCRETE PAVING EDGE OR MOWSTRIP WITH TAPCON CONCRETE ANCHORS OR APPROVED EQUAL. COMPOSITE WOOD SCREW %" REBAR - USE IN LOCATIONS WHERE NEEDED TO HOLD HEADER BOARD MORE SECURELY (DUE TO TIGHT CURVE) — GOLF GREEN PRO PUTT AND CHIP AS AVAILABLE FROM FOREVER LAWN, 360-955-9500 OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND ATTACH TO NAILER BOARD. — PROVIDE CONDUIT CLAMP TO SECURE REBAR TO HEADER — 3 z" DEPTH OF COMPACTED %" CRUSHED DRAIN ROCK WEED BARRIER FABRIC, WRAP UP SIDES OF EDGING NOTES: 0N�! _`' 1. CONTRACTOR SHALL ENSURE GOLF GREEN SURFACE IS SMOOTH AND LEVEL. I -III -I I 2. INSTALL 6" PUTTING GREEN CUP IN LOCATION(S) —III— I INDICATED ON PLAN, AS APPROVED BY OWNER. 3. CONTRACTOR SHALL ENSURE THAT THE CUP IS I� I COMPACT SUBGRADE INSTALLED PLUMB WITH THE TOP EDGE LEVEL AND zo0 y TO 95 /o %4" BELOW PUTTING GREEN SURFACE. 3' DIA. AREA �AROUND CUP SHALL BE LEVEL, SMOOTH, AND FREE OF IRRIGULARITIES. ENSURE A SECURE INSTALLATION. 2 TURF EDGE AT PUTTING GREEN SURFACE P-CO-REN-20 1 1/2" = V-0" • 2 6 1. EXPANSION JOINTS AS SHOWN ON PLANS, IF NOT INDICATED LOCATED AT 15-0" O.C. - VERIFY WITH LANDSCAPE ARCHITECT. 2. CONTROL JOINTS AS SHOWN ON PLANS, IF NOT INDICATED ON PLANS LOCATE AT 5'-0" O.C. - VERIFY WITH OWNER'S REPRESENTATIVE 3. ALL CONCRETE SHALL BE AIR ENTRAINED CONCRETE CLASS 3000 IN ACCORDANCE WITH WASHINGTON DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. STAMPED CONCRETE & JOINTS SAW CUT CONTROL JOINT TO MATCH PATTERN PER PLAN 6X6 WELDED WIRE MESH, CENTER IN CONCRETE — STAMPED CONCRETE REFER TO PLANS FOR PATTERN. TYP TOP OF WALL SHAL REMAIN CONSTAN ADJUST SIDE & REA HEIGHTS ACCORDING T ACTUAL ELEVATIC FINISHED GRAI P-CO-REN-13 \PE BLOCK AND CAP DRAIN ROCK RK MULCH -1LTER FABRIC SEPARATING SOIL 4" PERF. PIPE FOR DRAINAGE '/" MINUS CRUSHED ROCK INU 1 tJ: 1. ALL WALL BLOCK SHALL BE CONCRETE LANDSCAPE BLOCK WITH STYLE AND COLOR APPROVED BY ARCHITECT UTILIZING CORNER AND TAPER BLOCKS AND WALL CAPS. BLOCK AS AVAILABLE FROM MUTUAL MATERIALS OR APPROVED EQUAL. 2. ALL BLOCKS AND CAPS SHALL BE ADHERED WITH A MANUFACTURER RECOMMENDED CONCRETE ADHESIVE TO SECURE BLOCKS IN PLACE. 4 RAISED PLANTING BED WALL P-CO-REN-09 3/4" = 1'-0" BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION A VOS 05 01 19 JBG suRVEYED: A VOS 06 19 19 JBG DESIGNED: �+ A. VOS DRAWN: A. vos CHECKED: J. GLANDER BY DATE APPR APPROVED: J. GLANDER ONE INCH A. FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY P-CO-REN-10 VERTICAL* NAVD 19M HORIZONTAL: NAD 1983/1991 DATU M REFER To R*4403614, W*4403601 . So*403601 FOR AS -BUILT INFORMATION x� Q � �O a a OC/) J = IZ Z � � O E co= Z � wa Lu � U07 > - w N Of LL Z C/) Q J U1 Lu Lu > IV Q fl- cn � J Lu LuJ Q Q ELEVATION - FRONT 5 FIBERGLASS PLANTE[ CITY OF PRI RENTON Nkliv Planning/Building/Public Works Dept. I I I I I I I I I I 0 v 5y2„ I II I I I SIDE FIBERGLASS PLANTER, VERIFY COLOR & FINISH WITH OWNER #5135R PLANTER STRAPS w/ BACKING PLATE & STAINLESS STEEL BOLTS, NUTS & WASHERS, TYP. 3" THK. greenscreen® PANEL w/ #5105 STEEL EDGE TRIM @ TOP & (2) VERTICAL EDGES, TYP. MOUNT PANEL ALONG THE SIDE. LOCATE TOWARD THE BACK OF PLANTER 3" THK. greenscreen® PANEL w/ #5105 STEEL EDGE TRIM @ TOP & (2) VERTICAL EDGES, TYP. #5135R PLANTER STRAPS w/ BACKING PLATE & STAINLESS STEEL BOLTS, NUTS & WASHERS, TYP. FIBERGLASS PLANTER. TOP OF PLANTER TAPERS INWARD 1/4"± FROM THE BASE/ BOTTOM. DRAIN PLUG - VERIFY LOCATION IF PANEL IS OFFSET FROM CENTER �1N11C 0EQRj- 03636 WITH CITY OF RENTON STANDARDS P-CO-R9N-11 WEATHERLY INN RENTON 4500 TALBOT RD S FlELDBOOK: PAGE: RENTON, WA 98055 DRAWING No: DEATI LS Ls-11 46 51 M O I I 0 W M O N 1• (D� aD o �� �00 �M 3 N U � Z o W N a- CO a- � o J E w L N 00 N 00 N � � 0 N W 0 0 N � a �Z WATER METER/ POINT OF CONNECTION (P.O.C.) — SEE PLAN FOR LOCATIONS) BALL VALVE DOUBLE CHECK VALVE ASSEMBLY (SEE DRAWING FOR LOCATION AND SIZE) QUICK COUPLER MANUAL DRAIN VALVE 1 POINT OF CONNECTION (POC) DETAIL N.T.S. RAINBIRD #63100 VALVE MARKER 2" PVC SLEEVE MAIN LINE REDUCING TEE 3/4" CLOSE NIPPLE 3/4" X 3" PROTECTIVE PVC NIPPLE GRAVEL SUMP (2 CU. FT.) 12" MIN. 5 MANUAL DRAIN VALVE DETAIL NTS FINISF SPRINKI 1-SCH. 40 & STREE PRE-ASSEMBL JOINT W/ SCH. 9 POP-UP SPRINKLER HEAD N.T.S. NISH GRADE P-CO-REN-21 BRASS ANGLE VALVE WITH UNION. INSTALL AT ALL MAINLINE LOW POINTS TO FACILITATE COMPLETE MAINLINE DRAINAGE. Z_ 73 04 10" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS. BOX, SEE SPECIFICATIONS. SET BOX FLUSH TO GRADE AT LAWN. — FINISH GRADE. n w o ��I ,�� m FOUR COMMON BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. ISOLATION VALVE AS '— PVC MAIN LINE. SPECIFIED.L SLIP/THREAD COUPLING. 6" SCHEDULE 80 THREADED NIPPLE. BRASS ISOLATION VALVE 1 1/2" = 1'-0" SCH. 80 RISER 20"X14" JUMBO PL VALVE BOX. PVC TRUE UNION BAL1--, VALVE. 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH///mm�m AT TURF. E� FINISH GRADE AT LIP OF BOX IN TURF AND PAVED AREAS (1" BELOW LIP IN ALL OTHER AREAS) VALVE BOX: REFER TO IRRIGATION SHEET NOTES OR SPECIFICATIONS VALVE BOX COVER — BRASS UNION BRASS NIPPLES " MIN. CLE A RANCE 6E -7 BACKFLOW PREVENTOR PVC MAINLINE PEA GRAVEL (INSTALL MIN. 2 CU. FT. BELOW BACKFLOW PREVENTOR) 3 DOUBLE CHECK VALVE (DCVA) P-CO-REN-22 NTS CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. RCV AS SPECIFIED. BASKET FILTER AS SPECIFIED. PRESSURE REGULATOR AS SPECIFIED. PVC UNION W/ SHORT NIPPLES. ITIIII,� III o m OUTLET PIPE SAME SIZE AS VALVE, 24"ibFFhP LENGTH TO FIRST FITTING. PROVIDE FOUR BRICKS TO 45° DOWN AS REQ. TO SUPPORT VALVE BOX. LATERAL PIPE DEPTH. SxT TEE W/ 2" NIPPLE AT MAINLINE. 6 DRIP VALVE W/BASKET FILTER P-CO-REN-24 1 1/2" = 1'-0" P-CO-REN-35 18-24" COILED WIRE P-CO-REN-27 WATERPROOF CONNECTIONS (2) NODE-X00 NODE CONTROLLER 1 1/2" = V-0" P-CO-REN-30 TECHLINE COMBINATION TEE (MODEL TL075FTEE) DRIPLINE TUBINf Y4" MIN. TRIPLE SWIN JOIN NOTE - EACH CONNECTIOP CAPABLE OF MAX 10 GPM FINISH GRADE O v •d TWO STAINLESS STEEL CLAMPS. 1/2" X 36" GALV — STEEL PIPE. THREE PVC SCH 80 ELLS. 10" DIAMETER VALVE BOX. HEAD BRAND "QVC" ON LID C/) WITH 2" HIGH CHARACTERS. E Q Q Ld z Q gm z = = z FINISHED GRADE. N QUICK COUPLING VALVE AS SPECIFIED. GALV. NIPPLE, LENGTH AS REQ. 6" DEEP LAYER OF 3/4" CRUSHED ROCK. 3" PVC SCHEDULE 80 NIPPLE. 12" PVC SCHEDULE 80 NIPPLE. 4 QUICCOUPLING VALVE IN BOX P-CO-REN-18 1 1/2" = 1'-0" r NOTE: P-CO-REN-33 1. RECOMMENDED MINIMUM FILTRATION: 120 MESH 2. PRESSURE AT FLUSH VALVE SHALL BE MIN 21.8 PSI 3. HIGH CHECK VALVE (MAX 8.5' OF WATER (ELEVATION CHANGE)) 4. REFER TO MAXIMUM LENGTH OF A SINGLE LATERAL CHART REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC OR POLY SUPPLY HEADER Techline® HCVXR DRIPLINE Techline® START CONNECTION SEE SPECIFICATIONS FOR ROW SPACING ISLAND PERIMETER PERIMETER LATERALS 2" TO 4" FROM EDGE Lv vJ MANUAL FLUSH VALVE PLUMBED MF TO Techline® HCVXR (TYP) 7 TECHLINE START CONNECTION (SWING JOINT RISER) 8 HCVXR LITE ISLAND LAYOUT N.T.S. P-CO-REN-28 NTS REFER To R,,403614, W,-1403601 , S*4403601 FOR AS -BUILT INFORMATION B . G v VCR BUILDING PERMIT SUBMITTAL #2 A VOS 05 01 19 JBG suRVEym: z z BUILDING PERMIT SUBMITTAL #3 A VOS 06 19 19 JBG DESIGNED: A. VOS U DRAWN: �Q> A. VOS s ioCHECKED J. GLANDER FxP.o2 P E A APPROVED: N0. REVISION BY DATE APPR 09/14/2018 J. GLANDER ONE INCH AT FULL SCN E IF NOT ONE INCH SCALE ACCORDINGLY VMCAL: NAVE) 19M HORIZONTAL: NAD 1953/1991 DATUM AO %R CITY OF RENTON Planning/Building/Public Works Dept. W-40361 0 R-403640 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Matt Herrera 08/05/2019 ' WEATHERLY INN RENTON 4500 TALBOT RD S FlELDBOOK: PAGE: RENTON, WA 98055 DRAWING No: IRRIGATION DETAILS IR-03 SHEET. OR 50 51 Q0 C') O W (0 C'7 O N 1• C M N O a� 00 N n 3 N U � i Z i W N a- LLJ � O J Ew a� s� N O N Co cV N 0 W N 0 0 N a_ �Z SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIF SECURELY BOLT CONTR TO WALL. INSTALL BAC BATTERIES AS REQUIRE[ GROUND AS PER MFG. SPECIFICATIONS. 1/2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. FINISHED GRADE. 00 LONG SWEEF 1 1/2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. PVC SCH. 40 bLLOW GRADE. 1 WALL MOUNT CONTROLLER 1" = 1'-0" P-CO-REN-31 VALVE BOX & COVER; FINISH GRADE AT LIP OF REFER TO IRRIGATION BOX IN TURF AND PAVED SHEET NOTES AND/OR AREAS; 1" BELOW LIP IN DETAILS, PROVIDE ALL OTHER AREAS VALVE BOX EXTENSIONS AS REQUIRED. SCH. 80 PVC UNION ELECTRIC CONTROL VALVE LATERAL PIPE TO SCH. 80 NIPPLE SPRINKLERS SCH. 40 PVC & FITTING SUPPORT VALVE BOX WITH 4 BRICKS, TYP. E� PROVIDE A MIN. 3" MINIMUM 6" DEPTH CLEARANCE OF PEA GRAVEL ffm TI IT SCH. 40 PVC FITTING LOW VOLTAGE WIRES PRESSURE MAINLINE NOTE: ALL WIRES TO BE INSTALLED AS PER LOCAL CODES. NO "IN -LINE" WIRE SPLICES ALLOWED. TAPE AND BUNDLE WIRES EVERY 20 FEET. PROVIDE EXPANSION COILS AT EACH VALVE - WRAPPING WIRE AROUND 1/2" PIPE 15 TIMES. ALL THREADED CONNECTIONS SHALL BE MADE WITH TEFLON TAPE. 3 ELECTRONIC CONTROL VALVE P-CO-REN-32 09/14/2018 10 SINGLE OUTLET EMITTER: IRRIGATION SPECIFICATIONS RAINBIRD XERI-BUG O2 1/4" VINYL DISTRIBUTION TUBING 1. THIS PLAN IS DIAGRAMMATIC; ALL PIPING, VALVES, ETC. SHALL BE INSTALLED IN SHRUB BEDS WHERE POSSIBLE AND SHALL FOLLOW THE PLAN AS CLOSE AS IS PRACTICAL. 30 1/4" TUBING STAKE O4 MICRO -SPRAY: RAINBIRD 2. LOCATE ALL MAINLINES WITHIN THE PROJECT LIMITS. XERI-SPRAY 3. PIPE SIZES ARE CONSTANT BETWEEN PIPE SIZE CALL -OUTS. ALL LATERIAL PIPES SHALL BE INSTALLED AT 12" DEPTH O5 SUBTERRANEAN EMITTER BOX AND 24" DEPTH UNDER PAVED AREAS. MAIINLINE PIPE SHALL BE INSTALLED AT 18" BELOW GRADE AND 24" BELOW PAVED AREAS. O6 MULTI -OUTLET EMISSION DEVICE O7 POLYFLEX RISER 4. REFER TO DETAILS FOR ADDITIONAL INFORMATION. 5. ALL PIPING AND WIRING UNDER PAVED AREAS SHALL BE HOUSED IN CLASS 200 PVC SLEEVES INSTALLED AT A 24" O8 FINISH GRADE ADJACENT PAVING DEPTH. SIZE SLEEVES AS NEEDED TO ACCOMMODATE PIPE AND WIRES, UNLESS OTHERWISE SPECIFIED ON DRAWING. OR BARK MULCH FLUSH WITH TOP OF BOX 6. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO ADDITIONAL COST. ADJUST HEAD POSITIONS O9 SUBGRADE AND ADD OR DELETE HEADS AS NEEDED DEPENDING ON ACTUAL FIELD CONDITIONS. 10 FLEX RISER STAKE 7. ALL MANUAL, GATE AND ELECTRICAL VALVES AND OTHER UNDERGROUND EQUIPMENT SHALL BE HOUSED IN NELSON, 11 PVC SCH 80 CLOSE NIPPLE AMETEK OR EQUAL RECTANGULAR VALVE BOXES. 12 3-INCH MIN. DEPTH OF 3/4" 8. NO IN -LINE WIRE SPLICES ALLOWED. SUPPLY VALVE BOXES AT ALL ELECTRICAL JUNCTIONS. TAPE AND BUNDLE WASHED GRAVEL WIRES EVERY 25 LINEAR FEET. 13 PVC SCH 40 TEE OR ELL 9. CONTRACTOR IS RESPONSIBLE FOR COMPLETE SYSTEM DRAINAGE. INSTALL KING BROS. 1/2" AUTOMATIC DRAIN VALVES AT LATERAL LINE LOW POINT(S). INSTALL MANUAL DRAINS AT ALL MAINLINE LOW POINT(S) AND WHERE 14 PVC LATERAL PIPE, SIZE PER PLAN INDICATED ON PLAN. CONTRACTOR SHALL PROVIDE ADJUSTABLE CHECK VALVES ON ANY IRRIGATION HEAD THAT EXPERIENCES LOW HEAD DRAINAGE. 2 M LTI-OUTLET EMISSION DEVICE P-CO-REN-45 REFER To Ro*4036149 W,,4036019 S*4403601 FOR AS -BUILT INFORMATION BUILDING PERMIT SUBMITTAL #2 A VOS 05 01 19 JBG suRVEYED: 2 BUILDING PERMIT SUBMITTAL #3 A VOS 06 19 19 JBG DESIGNED: �+ A. VOS DRAWN: A. VOS CHECKED: J. GLANDER NO. REVISION BY DATE APPR APPROVED: J. GLANDER ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10. ALL THREADED PIPE CONNECTIONS SHALL BE MADE USING TEFLON TAPE WRAPPED AT LEAST THREE TIMES AROUND PIPE THREADS. 11. ALL GATE AND ELECTRIC VALVES SHALL BE INSTALLED WITH UNIONS ON THE DOWNSTREAM END OF THE VALVE (REFER TO DETAILS). 12. ALL PIPE SHALL HAVE A FIRM UNIFORM BEARING FOR THE ENTIRE LENGTH OF EACH LINE, FREE OF ROCKS OR DEBRIS. ALL TRENCHES CONTAINING PIPE AND/OR WIRES SHALL BE BACKFILLED WITH CLEAN TOPSOIL, FREE OF ALL LUMBER, RUBBISH AND ROCKS OVER 1" IN SIZE, OR CLEAN SAND IF CLEAN TOPSOIL IS NOT AVAILABLE. 13. CONTRACTOR SHALL PROVIDE OWNER WITH ONE SET OF AS -BUILT RECORD DRAWINGS SHOWING EXACT ACTUAL LOCATIONS OF ALL SPRINKLER EQUIPMENT. CONTRACTOR SHALL ORIENT OWNER WITH COMPLETE SYSTEM AND CONTROLLER OPERATIONS, AND WINTERIZATION PROCEDURES. 14. CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT SHOWN ON THE PLANS AND INDICATED IN THE SPECIFICATIONS TO ACHIEVE PROPER OPERATION OF SAID EQUIPMENT. ALL EQUIPMENT INSTALLATIONS, ELECTRICAL AND PLUMBING CONNECTIONS SHALL BE IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES, THESE SPECIFICATIONS, AND THE MANUFACTURERS RECOMMENDATIONS WHETHER INDICATED ON THE DRAWINGS OR NOT. 15. CONTRACTOR SHALL INCLUDE IN HIS BID ONE FALL WINTERIZATION AND ONE SPRING ACTIVATION OF IRRIGATION SYSTEM. THESE ACTIVITIES SHALL BE INCLUDED AS PART OF OWNER ORIENTATION PROCEDURES. ANY DAMAGE TO THE IRRIGATION SYSTEM OR THE LANDSCAPE AS A RESULT OF FAILURE TO COMPLY WITH THESE REQUIREMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 16. CONTRACTOR SHALL GUARANTEE IN WRITING ON HIS COMPANY LETTERHEAD ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE FULL YEAR FOLLOWING ACCEPTANCE OF SYSTEM INSTALLATION. 17. BACKFLOW PREVENTOR SHALL BE INSPECTED AND TESTED BY A CERTIFIED BACKFLOW DEVICE INSPECTOR. PROVIDE OWNER WITH ONE COPY OF APPROVAL CERTIFICATE. VERTICAL* NAVD 1988 HORIZONTAL: NAD 1983/1991 I U M CITY OF RENTON Planning/Building/Public Works Dept. W-403611 R-403641 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Matt Herrera 08/05/2019 WEATHERLY INN RENTON FIELD4500 TALBOT RD S PAGE:AGE. OK: P RENTON, WA 98055 DRAWING NO: IRRIGATION DETAILS AND SPECIFICATIONS IR-04 SHEET. 51 OF: