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HomeMy WebLinkAboutzR-4190Set0 SURVEY INFORMATION SURVEY BY AXIS MET HORIZONTAL DATUM: NAD 85/91 W ~ VERTICAL DATUM: NAVD 88 SHOPPING CENTER LEGAL DESCRIPTION: PER ALTA COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE Q NO. NCS-997897-WA1, DATED JANUARY 17, 2020 AT 8:00 AM. fr W THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF KING, STATE OF J WASHINGTON, AND IS DESCRIBED AS FOLLOWS: O Cn PARCEL A: BLOCKS 39 AND 43, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO PLAT RECORDED IN VOLUME 57 OF PLATS AT PAGE(S) 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON; TOGETHER WITH VACATED 11TH PLACE NORTH (SUNSET LANE NORTHEAST) AS VACATED BY CITY OF RENTON ORDINANCE NO. 1830, RECORDED UNDER KING COUNTY RECORDING NO. 5323954; EXCEPT THAT PORTION OF SAID BLOCK 39 DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY CORNER OF SAID BLOCK; THENCE NORTH 35042'00" EAST, ALONG THE SOUTHEASTERLY LINE THEREOF, 125.00 FEET; THENCE NORTH 5C35'42" WEST, PARALLEL TO THE SOUTHWESTERLY LINE OF SAID BLOCK, 90.00 FEET; THENCE SOUTH 35642'00" WEST, PARALLEL TO THE SOUTHEASTERLY LINE OF SAID BLOCK, 125.00 FEET TO THE SOUTHWESTERLY LINE OF SAID BLOCK; THENCE SOUTH 5435'42" EAST, ALONG SAID SOUTHWESTERLY LINE, 90.00 FEET TO THE POINT OF BEGINNING; ALSO EXCEPT THAT PORTION OF SAID BLOCK 43 DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF "K" STREET (KIRKLAND AVENUE NORTHEAST) AND THE SOUTHERLY MARGIN OF 12TH AVENUE NORTHEAST (NORTHEAST 12TH STREET); THENCE NORTH 8857'15" WEST, ALONG SAID SOUTHERLY MARGIN 151.17 FEET; THENCE SOUTH 01602145" WEST 214.05 FEET TO THE NORTHWESTERLY MARGIN OF VACATED 11TH PLACE NORTH; THENCE NORTH 65'55'13" EAST, ALONG SAID NORTHWESTERLY MARGIN, 190.65 FEET TO THE WESTERLY MARGIN OF "K" STREET; THENCE NORTHERLY, ALONG SAID WESTERLY MARGIN, ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 361.72 FEET, AN ARC DISTANCE OF 125.41 FEET; THENCE, CONTINUING ALONG SAID WESTERLY MARGIN, NORTH 01'08'15" EAST 9.92 FEET TO THE POINT OF BEGINNING. PARCEL B: THAT PORTION OF BLOCK 43 OF RENTON HIGHLANDS ADDITION NO. 2, ACCORDING TO PLAT RECORDED IN VOLUME 57 OF PLATS AT PAGE(S) 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF K STREET AND THE SOUTHERLY MARGIN OF 12TH AVENUE NORTH; THENCE NORTH 8857'15" WEST ALONG SAID SOUTHERLY MARGIN 151.17 FEET; THENCE AT RIGHT ANGLES TO SAID SOUTHERLY MARGIN SOUTH 1'02'45" WEST 214.05 FEET TO THE POINT OF INTERSECTION WITH THE NORTHERLY MARGIN OF 11TH PLACE; THENCE NORTH 65'55'13" EAST ALONG SAID NORTHERLY MARGIN 190.65 FEET TO THE INTERSECTION OF THE WESTERLY MARGIN OF K STREET; THENCE NORTH ALONG SAID WESTERLY MARGIN ON A CURVE TO THE RIGHT WITH A RADIUS OF 361.12 FEET A DISTANCE OF 125.41 FEET; THENCE NORTH 1008'15" EAST 9.92 FEET TO THE POINT OF BEGINNING; EXCEPT THAT CERTAIN STRIP OF LAND 25 FEET IN WIDTH, FORMERLY KNOWN AS 11TH PLACE NORTH, HERETOFORE VACATED BY THE CITY OF RENTON, AS PER ORDINANCE NO. 1830, DATED MAY 17, 1960, ABUTTING UPON THE SOUTH BOUNDARY OF SAID PROPERTY. PARCEL C: LOT 1 OF CITY OF RENTON LOT LINE REVISION NO. LLA 003-82, RECORDED UNDER RECORDING NO. 8204219003, IN KING COUNTY, WASHINGTON. PER ALTA COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. NCS-1011353-WA1, DATED APRIL 29, 2020 AT 8:00 AM. THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, AND IS DESCRIBED AS FOLLOWS: TPN: 7227801785 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SOLERA EARLY CLEAR & GRADE PLANS RENTON, WASHINGTON PROJECT TEAM APPLICANT DEVCO, LLC 10900 NE 8TH STREET, SUITE 1200 BELLEVUE, WA 98004 PHONE (425) 233-6444 CONTACT: DAVID RATLIFF EMAIL: DAWD.RATUFF®DEVCOWA.COM CIVIL ENGINEER KPFF 1601 FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98101 PHONE (206) 622-5822 CONTACT: JEREMY FEBUS, PE EMAIL: JEREMY.FEBUSCKPFF.COM LANDSCAPE ARCHITECT TALASAEA 15020 BEAR CREEK RD NE, WOODINVILLE, WA 98077 PHONE (425) 861-7550 CONTACT: EVA PARKER EMAIL: EPARKER®TALASAEA.COM ARCHITECT TISCARENO ASSOCIATES, P.S. 1200 SIXTH AVENUE, SUITE 605 SEATTLE, WA 98101 PHONE: (206) 325-3356 CONTACT: MARK STINE, AIA EMAIL: MARKSOTISCARENO.NET PROJECT SURVEYOR AXIS SURVEYING AND MAPPING 15241 NE 90TH ST REDMOND, WA 98052 PHONE (425) 823-5700 CONTACT: ZANE NALL, PLS [d ��� 1 �dT►I [�L•1 � �. [�i I ►1 � �:� EARTH SOLUTIONS NW, LLC 1805-136TH PL NE, SUITE 201 BELLEVUE, WA 98005 PHONE (425) 449-4704 CONTACT: RAYMOND COGLAS, PE CIVIL SHEET INDEX SNEETNO SNEETTITLE CO.00 COVER SHEET 00.11 NOTES C1.00 DEMOIION PLAN C1.01 DEMOLITION PLAN C3.00 TESC PLAN CRAG TESC DUALS C3.11 1E2 AS TEsc DETZ CS0 MASS EXCAVATION PLAN 001111110 CITV OF Renton O DEVELOPMENT ENGINEERING DIVISION APPROVED E, LOT 2 OF CITY OF RENTON LOT UNE ADJUSTMENT NO. LLA-003-82, RECORDED UNDER KING COUNTY RECORDING NO. 8204219003, BEING ALL OF BLOCK 40, A PORTION OF TRACT 46C, A , PORTION OF THE PUBLIC USE AREA AND A PORTION OF VACATED STREETS AS VACATED BY CITY 2 OF RENTON ORDINANCE NOS. 2465 AND 2553, RECORDED UNDER KING COUNTY RECORDING NOS. s 6471624 AND 6647013, RESPECTIVELY, ALL IN THE CORRECTED PLAT OF RENTON HIGHLANDS N0. 2, Call 811 ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, • two business days N RECORDS OF KING COUNTY, WASHINGTON. before you dig NO. 09/27/2021 msippo CLEAR AND GRADE PERMIT CLEAR AND GRADE PERMIT RESUBMITTAL CLEAR AND GRADE PERMIT RESUBMITTAL REVISION BY I DATE I APPR A THIS SUBMITTAL IS FOR EARLY RELEASE OF SITE CLEARING AND MASS GRADING ONLY. APPROVAL OF THE FULL ENGINEERING CONSTRUCTION PLAN SET IS REQUIRED FOR ROAD, UTILITY, AND FINE GRADING. CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED AROUND ACTIVE PSE GAS AND ENERGIZED FACILITIES THAT ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH PSE TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND SHALL IMPLEMENT SAFETY PROCEDURES PER PSE REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH PSE TO ENSURE THAT FACILITIES ARE IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION. CITY OF RENTON PERMITS CIVIL CONSTRUCTION PERMIT C21-001020 PROJECT NO. PR18-000333 LAND -USE NO. WA20-000305 VE AS NOTED "onaa,rw, e"6,n I DATUM 16015th Avenue, Suite 16M Seattle, WA 98101 2011 www.NpH.com CITY OF RENTON Planning/Building/Public Works Dept. PROJECT LOCATION VICINTY MAP SCALE: 1" = 500'E CURRENT PARCEL OWNERS PARCEL NUMBER: 722780-1785 NAME: HOUSING AUTHORITY OF CITY ADDRESS: NE 12TH ST 98056 RENTON, WA 98056 PARCEL NUMBER: 722780-1235 NAME: SOLERA MANAGER LLC ADDRESS: 2806 HARRINGTON PL NE RENTON, WA 98056 PARCEL NUMBER: 722780-1405 NAME: SOLERA MANAGER LLC ADDRESS: 975 HARRINGTON PL NE RENTON, WA 98056 PARCEL NUMBER: 722780-1205 NAME: SOLERA MANAGER LLC ADRESS: 2806 NE SUNSET BLVD RENTON, WA 98056 PARCEL NUMBER: 722780-1206 NAME: SOLERA MANAGER LLC ADDRESS: 2950 NE SUNSET BLVD RENTON, WA 98056 PARCEL NUMBER: 722780-1406 NAME: SOLERA MANAGER LLC ADDRESS: 1171 KIRKLAND AVE NE RENTON, WA 98056 UTILITY PROVIDERS: POWER ANDNATURALGAS U R SOUND ENERGY 10885 NE 4TH STREET, SANITARY SEWERS, STORM DRAINAGE, SUITE 1200 WATER PO BOX 97034 CITY OF RENTON BELLEVUE, WA 98009-9734 DEVELOPMENT SERVICES (425) 454-6363 1055 SOUTH GRADY WAY (888) 225-5773 RENTON, WA 98057 (425) 430-7200 TELEPHONE: CENTURY LINK 16DO 7TH AVENUE SEATTLE, WA 98191 (800) 244-1111 R-419001 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTL=v1'Y OI I SURFACE WATER UTILITY jhobson 09/28/2021 krevans 09/27/2021 REGIONAL FIRE AUTHORITY WATER UTILITY ccappelletti 09/28/2021 IFitzJames 09/29/2021 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 Poe COVER SHEET N U 9— M AN H 0 N Q J M M M O O O 00 O NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 0 rn , 0 7 0 Q W J O I CITY OF RENTON EROSION CONTROL 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 IWTH 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 UNRLSUCH 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. B. 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. 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. 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. CONSTRUCTION SEQUENCE: ABBREVIATIONS 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN 1. PRE -CONSTRUCTION MEETING. APPROX APPROXIMATELY INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION BC BOTTOM OF CURB AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A 2. POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE BOTTOM OF EXCAVATION SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY BE CONSOLIDATED WITH THE REWIRED NOTICE OF CONSTRUCTION). BMP BEST MANAGEMENT PRACTICES INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING BOE BOTTOM OF EXCAVATION CONDITION. 3. FLAG OR FENCE CLEARING LIMITS. BP BOTTOM OF POND BW BACK OF WALL 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF 4, INSTALL CATCH BASIN PROTECTION AND STORMWATER BMP AREA PROTECTION CB CATCH BASIN THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE AS REQUIRED. CCR COORDINATED CIVIL REVIEW CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH i CENTERLINE SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). CO CLEAN OUT COMM COMMUNICATIONS 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY CDR CITY OF RENTON SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). DI DUCTILE IRON PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO DOE DEPARTMENT OF ECOLOGY ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE 7. CONSTRUCT SEDIMENT PONDS AND TRAPS . DOM DOMESTIC TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES DR DOOR ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. EL ELEVATION ELEC ELECTRICAL 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE EX/EXIST EXISTING OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT FD FRENCH DRAIN SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN ANTICIPATION OF SCHEDULED FDC FIRE DEPARTMENT CONNECTION SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. CONSTRUCTION ACTIVITY (E.G., CONCRETE -RELATED PH MEASURES FOR UTILITY, FF FINISHED FLOOR VAULT OR ROADWAY CONSTRUCTION). FG FINISHED GRADE 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED FL FLOW LINE AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF FS FIRE SERVICE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURERS FW FACE OF WALL SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN RECOMMENDATIONSHP HIGH POINT . EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO IE INVERT ELEVATION REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT LD LANDING AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL AND LF LINEAL FEET 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE LP LOW POINT STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, POLLUTION PREVENTION IS ALWAYS IN ACCORDANCE WITH THE CITYS EROSION LT LEFT ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, AND SEDIMENT CONTROL STANDARDS ME MATCH EXISTING FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING MECH MECHANICAL CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS MEP MECHANICAL ELECTRICAL PLUMBING OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE DURING THE DRY SEASON 0 TWO DAYS DURING THE WET SEASON WITH STRAW, MH MANHOLE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL WOOD FIBER MULCH, COMPOST, OR EQUIVALENT. MMA METHYL METHACRYLATE DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE MON MONUMENT FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. NO. NUMBER NTS NOT TO SCALE 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. PE POLYETHELYNE EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS PED PEDESTRIAN RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE PIV POST INDICATOR VALVE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF STABILIZED AND BMPS REMOVED IF APPROPRIATE. POC POINT OF CONNECTION ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PSE PUGET SOUND ENERGY INTERNATIONAL BUILDING CODE. 16. APPLY DUST CONTROL (BMP C140), SAWCUTTING AND SURFACING POLLUTION R RADIUS PREVENTION (BMP 152). ROW RIGHT OF WAY RT RIGHT 17. COMPLETE MASS GRADING. SO STORM DRAIN SQ SQUARE FEET SS SANITARY SEWER SSS SANITARY SIDE SEWER ST SOUND TRANSIT STA STATION STD STANDARD STW STORMWATER TC TOP OF CURB TESC TEMPORARY EROSION AND SEDIMENTATION CONTROL TP TOP OF POND TW TOP OF WALL TYP TYPICAL W WATER WQ WATER QUALITY WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION R-419002 Y g IN COMPLIANCE WITH CITY OF RENTON STANDARDS y. N DEVELOPMENT ENGINEERING SURFACE WATER UTILITY kPff msippo 09/27/2021 O krevans 09/27/2021 C SM7 16015th Avenue, Suite 16M - AJVIST@�} " Seattle, WA 98101 WASTEWATER UTILITY ® 622 IONAL 206..5822 09/10/2021 WWW.kpffxom jhobson 09/28/2021 1 CLEAR AND GRADE PERMIT TJP 08/10/21 JSF mrwx.�o SOLERA 2 CLEAR AND GRADE PERMIT RESUBMITTAL TIP 08/11/21 J�$MNE�EZLN AS NOTED xon¢a,m� WO 190J/"'� CITY OF+`rJP/JRN 2842 NE SUNSET BLVD Call 811 EAR AND GRADE PERMIT RESUBMI AL P 09/10/21 � RENTON `TAD/NSA g/Pub`1VRENTON, WA98056 beobusinessdaysoMNF Plammn9/BNodmq/Pobro works Dep<.before you digN0REVISION BY DATE ANOTES AM 0 N U M AN H O N Q J M M M O O O DO u NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. ON -SITE MAIN ISN'T CONNECTED TO CITY MAIN IN NE 10TH ST. °s °G �4": l., THE ON -SITE MAIN HAS / TER IS NOT A WATER SERVICE. THIS IS A -3 MAIN � ryo � �'T I;° ALREADY BEEN DISCONNECTED r 6`' TERMINATING AT BLOWOFF. BEE PLAN W-38]5041N COR ss " `-I Note: There is an existing IIVe Slde A h PROTECT EX. B" WM IN Q3 CONSTRUCTION NOTES• AT THAT POINT. M MAPS FOR RECORD DRAWINGS. THIS MAIN CAN BE USED TO -5D 9 g y�� '� HARRINGTON PLACE Ci LOOP THE MAIN AROUND THE PROPOSED TOWNHOMES IN 9F$:, ry P sewer near this cut -and -Cap that I6 serVing '@9 4r BLOCK C IF REQUIRED FIRE FLOWS EXCEED 2,5D0 GPM. ry000 P2° the Harrington PI Condominiums. This q NE. WA1 TO REMAIN IN p zs j THIS MAIN AND BLOWOFF SHALL REMAIN IN SERVICE UNTIL \ \ my9 -A °ry side sewer shall be protected. Gr sg SERVICE. O1 CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON WATER OPERATIONS AND IN PLACE. E CIVIL CONSTRUCTION PERMIT IS APPROVED. PROTECT ,rs q 2 °s� o��cP <ry� / / /r SCUT A S AT PROPER. . s " " MAINTENANCE TO CLOSE VALVES#-NE-10A♦--STREE�ANE�AT HARRINGTON PLACE NE, AND ys m sD - SEE SHEET INN INN CUT AND CAP WATER MAIN WITHIN LIMITS OF DEMOLTION. SEE WATER PLANS FOR NEW �° CONNECTION AND EXTENSION. %so �0� OMITS OF DISTURBING (TYP °t'd �° ass �o °o ) �0� CONTRACTOR SHALL COORDINATE WITH COMMUNICATION U`FUTY PURVEYOR FOR DEMOLITION °s °P �rgo9q�s--'" ss-�-�o's`" _q � vas ryOF EXISTING COMMUNICATION SERVICE, UNDER SEPARATE PERMIT. mm2Fo � \ '_'" N'F � P „y CONTRACTOR SHALL COORDINATE NTH PSE FOR DEMOLITION OF EXISTING ELECTRICAL Q os °y>` -' ,-i o 9�2:46�- / __ -- - - .� SERVICE PRIOR TO CONSTRUCTION, UNDER SEPARATE PERMIT. T... .--- -- - c yea. g ss s.� I: -- -- 1 �- m`isO \ aA A �y - 2iv �V .-/ FHs J. P 9p hP` J ��n` � °: / / ,� � , i Fry � ° ��� ® CONTRACTOR SHALL COORDINATE WITH PSE FOR DEMOLITION EXISTING GAS SERVICE PRIOR P 'N''� CAP EXIST /AT \ `� CAP EXIST S _-ATXf °v - ¢ 2 �'m t Fr cy sod Y - 9 d TO CONSTRUCTION, UNDER SEPARATE PERMIT. l ° a �" 2 v A G3 <o s 9 I v in %+PROPERTY U s" PROPERTY LI I <y°0<9< q <s`�rs w<s ; ` ", .o`"a i ss — 3 'moo 9s P 3b 9ry9 ; sa . v RETIRE EXISTING WATER SERVICE. CAP AT MAIN BY CITY FORCES, UNDER SEPARATE PERMIT. 6°� 4 �A4� °; CUT ANUL,W EXISTING 8" WM By CREWS _"s. © ALL EXISTING SURFACE STRUCTURES, UNDERGROUND UTILITIES AND ASSOCIATED < c+ m \ AFTER Cl � STRUCTURES ON BLOCK C AND BLOCK D WILL BE REMOVED WHEN IMPROVEMENTS WITHIN 4a w CLOSE EAS 8" GV u \ THE ROW, MIXED USE BUILDING A, AND MIXED USE BULDING B ARE SUBSTANTIALLY �40 / �wr - I ° "�'� Y COMPLETE. CONTRACTOR SHALL PROVIDE TESC MEASURES AS REQUIRED. �°fZ�a�7�:9 , I A�s is w R 0 $ + Y. mP A \ • ( L� �-�\ ° �p $ dry° ID , O7 PROVIDE AND FIELD LOCATE CONSTRUCTION FENCING, SIGNAGE, AND BARRIERS AS v °o9s oti 6 I _•,> `/� ° ' °a P 1 o A I ,• -� �REMOVEEX SSMkL 1— sa,2°soot'°o 1, _ ESE REWIRED BY THE CITY OF RENTON AND AS NECESSARY TO PREVENT UNAUTHORIZED gs i s i REMOVE EXIST PIPE h °z �y°' `C Yq l " \ t A mq �+ _ '-- --a'r / ACCESS INTO DEMOLTION AREA. v�$°�a 3 v 1 os ea ♦/ am u b. t5. l'T&�y FOR STANq&RDS- i s'SI s`e 1 �„, os. EXISTING RETAINING WALL IN PARKING LOT ALONG NEW SUNSET BLVD TO REMAIN UNTIL ° PROTE£)_E_XIST LIGHT I 3 90a o°".�' PROTECT --\I - H RA -- = - - _ - - FINAL PHASE OF CONSTRUCTION. _ y\� _ av m s m„9fo a4 m EXIST SSMH � -'---4 � � � �-- � � I � I �� /��g. "���F '� � DEMOLITION NOTES: PROTECT EXIST SD Ft - / - � ` i 1. ALL EXISTING SURFACE STRUCTURES, UNDERGROUND UTILITIES AND ASSOCIATED STRUCTURES _. PROTECT ERFSTAIEUPD40-AND-G G - _ ALL EXISTING SURFACE AND BELOW GRADE c c / REMO``,�� EX. 8" SS -.3 3 WITHIN THE LIMITS OF WORK SHALL BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED. �q., INCLUDING 1 (T1T� —" .`-- - � IMPROVEMENTS WITHIN THE PROJECT LIMITS SHALL 'Y � 3 ° A PROTECT -I - _ ---7EFFLRSOff AMU -NE- BE DEMOLISHED UNLESS OTHERWSE NOTED ( -- - - CUT AND CAP ALL EXISTING UTILITIES AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. EXIST W - -... T, - w ° w ti WTW Win_ {.605 e n ss- P _ F 2. FIELD VERIFY THE LOCATION OF ALL UTIUTIES IN CLOSE PROXIMITY TO DEMOLITION ACTIVITIES REMOVE EXIST ` - N^ 6B s osr PRIOR TO START OF DEMOLITION. ::s s r ;r 3 90 vo 9 a.'P' ® o<, FY • s� , ° z SSMH PER COR. * 15 3. Qs= a 9° �shc°G v �^ 3 �i'� o� sv<'`-�s'v �W �� 3 @, oy ry •a � �s Q'` A��ory° o� o STANDARDS REMOVE EX. 8" SS� '<G.ti m�s> ,� o ® ® tio"�^o `��� " 3. COORDINATE DEMOLITION ACTIVITIES WITH AFFECTED UTIUTY OWNERS. ADJUST DEPTH OF v REM EXIS�"sS`s- tiiF9i°orys 9 REMO�iE EXIS`h.'F , EMO XIST. "a � ] 1 F �ry oo�s cos <�9ryO9Ps STAMH NDpP�ERp COR wssy ®SSMH PER COR°°< EXISTING UTILITIES TO REMAIN PER UTILITY OWNER REQUIREMENTS. REM HYDRANT PIPE oy r o<, 9 9� �< oy d"<a`a STANDARDS gV°c o °v msa TO MAIN. VE NJ �' `Y • H- i� 4. ALL EXISTING UTILITIES AND IMPROVEMENTS ON ADJACENT PROPERTIES AND WITHIN THE GATE VALVE VE BOX. 9yOa, REMOVE EXIST. mo e ��� �q I DO I PUBLIC RIGHT-OF-WAY, ABOVE OR BELOW GRADE, SHALL BE PROTECTED UNLESS OTHERWISE I �v<'s INSTA SSMH PER CDR �AN°'Sf ® d I x 1 fi NOTED. ANY IMPROVEMENTS INTENDED TO REMAIN SHALL BE REPLACED AT CONTRACTOR'S I < ® ,� I - N ' o t FTso BOND FLAN N STANDARDS 3 �, EXPENSE PER CITY OF RENTON STANDARD PLANS IF DAMAGED DURING CONSTRUCTION AND REMOVE YARD DRAIN AND Sb"IDEMOLITION ACTIVITIES. E { T v A I THIS HYDRANT SHALL MIXED USE <<<^,p REMAIN IN SCE UNTIL '� �, q r, $%a T THE CIVIL CONSTRUCTION ERVIBUILDING B ®"+:^w I \ 5. PRIOR TO DEMOLITION, COORDINATE WITH LANDSCAPE ARCHITECT AND ARBORIST FOR ALL \ PERMIT IS APPROVED. p • "'� • e \ \ TREE PROTECTION AND REMOVAL, INFORMATION ON THIS PLAN IS FOR REFERENCE ONLY. E gory J• !!! Pk4NE£T EXIST SD / t PROTECT Puce._ REFER TO LANDSCAPE AND TREE RETENTION PLAN. PROTECT ALL TREES NOT MARKED TO BE -C TO-REMAIN-----1- - - REMOVED. v 'Jff'i1 — �— /' I <�� �� o / THIS IS BLOWOFF ASSEMBLY. SEE ® o o A P i�<^s oss s sos t D PLAIN W 31 ]9041N COR MAPS FOR ; w RECORD DRAWINGS. THIS BLOWOFF �s A • ® ® ®p „/ IP °m 9P Zj l i� 6 BUILDING DEMOLITION AND ABATEMENT UNDER SEPARATE PERMIT SHALL REMAIN UNTIL THE CIVIL .1J a W m CONSTRUCTION PERMIT IS APPROVED. $ CONTRACTOR SHALL. OORDINA ' fl _PROTECT IN PLACE. a F P PROPOSED SUNSET SHELL WITH ADJACENT PROPERTY C-STORE REDEVELOPMENT OWNER AND MAINTENANCE PROPOSEDi FROPERTY LEGEND: q c SHOWN FOR REFERENCE ONLY ACGESS DURING CONSTRU ION s ,L O CONSTRUCTION FENCE O7 82)ITaR AINING O s ST W- VE TO T �T 1�- �l S �i' L aP`9 `1 ° - - - q - - PROPERTY UNE/ROW LINE EM91N-'.` ,,,, �-° "� RELOCA � HYDRANT o o (TYp,<i s✓ 3 3 P P <O< 3 REMOVE ,, SS, �s�a�F, --- PROPOSED PROPERTY LINE ze i ROW CENTERLINE �' GS 6D _ - P P- w NE SUIVSE BOULEVARD SR 900 P s �TREE PROTECTION I EXI HAND PRO EXIST �gOgCT EXIST � � PROTECT ISM >s9 � �r-�-ss I SDMH TO REMAINrtW��O-REMPtIf�� - s "�lFfi'7,r�'p�gplfFs 8 92x's�'�ry P°9 TH+PIMW CAP EXIST SS Tq THIS HYDRANT SHALL s -43 ------- [I-- TEMPORARY CONSTRUCTION FENCE EAST. sp I �E�j Ej(IST -SC-� �SD REMAIN IN SERVICE AT ITS i-SD—LSD sD 8 PRESENT LocnnoN unIT2 PROTECT EXIST US ory£F oy �ry°\ <o° SD / ° I SD SD 18" SO TO REMAIN I I / THECIVIL CONSTRUCTION SAWWT s5�5 5S _ _ PERMIT IS APPROVED. W w W `'2m `_ ° 3 w L w w ' PROTECT IN PLACE. - - Q- ^r{ 1 9003 E r I Y g IN COMPLIANCE WITH CITY OF RENTON STANDARDS i 'Q�+�081,39/,ye,Xd'N /IrV. lq3ff DEVELOPMENT ENGINEERING SURFACE WATER UTILITY O _ msippo 09/27/2021 O krevans 09/27/2021 � 3047 16015th Avenue, Suite 1600 a 0 20 40 '�0 9p3is,�p3,a, ,e Seattle, WA 98101 WASTEWATER UTILITY � L O WATER UTILITY P9g,UNl206.622.6822 O t inch = 40 feet www*pff.com jhobson 09/28/2021 IFitzJames 09/29/2021 0 09/10/2021 1 CLEAR AND GRADE PERMIT UP 108/10/211 JSF �„� 1968 2 CLUMP AND GRADE PERMIT RESUBMITTAL UP 08/11/21 JSF ZLN ttrEAS NOTED P100MN'X1°,w/19°' CITY OF SOLERA / TJP/JRN ` p��T T�� 2842 NE SUNSET BLVD CLEAR AND GRADE PERMIT RESUBMITTAL Tip 09 10 21 JSF � ^ r'1VTO1V Call all °"""' TAD/XSA ^ r,1V 1 I RENTON, WA 98056 • two business days O DATUM N before you dig p"mMNF uF NER ONE INCH a.avmxu Plawng/Building/Public Works Dept. C1.00 9 7 No. REVISION BY DATE APPR �sr DEMOLITION PLAN s` 3 °i' 9 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. O rn v 0 W 1-- ILL! J O Cn Call 811 • two business days before you dig CLEAR AND GRADE PERMIT CLEAR AND GRADE PERMIT RESUBMITTAL CLEAR AND GRADE PERMIT RESUBMITTAL NO I REVISION CAP EXISTING SS > AT PROPERTY LINE BY I DATE I APPR rr J 0 20 40 80 1 inch = 40 fat 68 AS NOTED a'zm w NAD 1 i0 1991 F NER ONE INCH �N DATUM TO CITY MAIN IN NE 10TH ST. THE ON -SITE MAIN HAS ALREADY BEEN DISCONNECTED CONSTRUCTION NOTES: AT THAT POINT. 1O CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON WATER OPERATIONS AND MAINTENANCE TO CLOSE VALVE .UAT HARRINGTON PLACE NE, AND CUT AND CAP WATER MAIN WITHIN LIMITS OF DEMOLITION. SEE WATER PLANS FOR NEW CONNECTION AND EXTENSION. O2 CONTRACTOR SHALL COORDINATE WITH COMMUNICATION UTILITY PURVEYOR FOR DEMOUTION OF EXISTING COMMUNICATION SERVICE, UNDER SEPARATE PERMIT. O3 CONTRACTOR SHALL COORDINATE WITH PSE FOR DEMOUTION OF EXISTING ELECTRICAL SERVICE PRIOR TO CONSTRUCTION, UNDER SEPARATE PERMIT. ® CONTRACTOR SHALL COORDINATE WITH PSE FOR DEMOUTION EXISTING GAS SERVICE PRIOR TO CONSTRUCTION, UNDER SEPARATE PERMIT. O5 RETIRE EXISTING WATER SERVCE. CAP AT MAIN BY CITY FORCES, UNDER SEPARATE PERMIT. © ALL EXISTING SURFACE STRUCTURES, UNDERGROUND UTILITIES AND ASSOCIATED STRUCTURES ON BLOCK C AND BLOCK D WILL BE REMOVED WHEN IMPROVEMENTS TWTHIN THE ROW, MIXED USE BUILDING A, AND MIXED USE BUILDING B ARE SUBSTANTIALLY COMPLETE. CONTRACTOR SHALL PROVIDE TESC MEASURES AS REQUIRED. 0 PROVIDE AND FIELD LOCATE CONSTRUCTION FENCING, SIGNAGE, AND BARRIERS AS REQUIRED BY THE CITY OF RENTON AND AS NECESSARY TO PREVENT UNAUTHORIZED ACCESS INTO DEMOLITION AREA. ® EXISTING RETAINING WALL IN PARKING LOT ALONG NEW SUNSET BLVD TO REMAIN UNTIL FINAL PHASE OF CONSTRUCTION. DEMOLITION NOTES: 1. ALL EXISTING SURFACE STRUCTURES, UNDERGROUND UTIUTIES AND ASSOCIATED STRUCTURES WITHIN THE LIMITS OF WORK SHALL BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED. CUT AND CAP ALL EXISTING UTILITIES AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. 2. FIELD VERIFY THE LOCATION OF ALL UTILITIES IN CLOSE PROXIMITY TO DEMOUTION ACTIVITIES PRIOR TO START OF DEMOLITION. 3. COORDINATE DEMOUTION ACTIVITIES WITH AFFECTED UTILITY OWNERS. ADJUST DEPTH OF EXISTING UTILITIES TO REMAIN PER UTILITY OWNER REQUIREMENTS. 4. ALL EXISTING UTIUTIES AND IMPROVEMENTS ON ADJACENT PROPERTIES AND WITHIN THE PUBLIC RIGHT—OF—WAY, ABOVE OR BELOW GRADE, SHALL BE PROTECTED UNLESS OTHERWISE NOTED. ANY IMPROVEMENTS INTENDED TO REMAIN SHALL BE REPLACED AT CONTRACTOR'S EXPENSE PER CITY OF RENTON STANDARD PLANS IF DAMAGED DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. 5. PRIOR TO DEMOLITION, COORDINATE WITH LANDSCAPE ARCHITECT AND ARBORIST FOR ALL TREE PROTECTION AND REMOVAL, INFORMATION ON THIS PLAN IS FOR REFERENCE ONLY. REFER TO LANDSCAPE AND TREE RETENTION PLAN. PROTECT ALL TREES NOT MARKED TO BE REMOVED. 6. BUILDING DEMOUTION AND ABATEMENT UNDER SEPARATE PERMIT. 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kPR.com Aonttk CITY OF %R RENTON Plat-ing/Bullding/Public Works Dept. LEGEND: — — PROPERTY UNE/ROW LINE — — — PROPOSED PROPERTY UNE ROW CENTERLINE UMITS OF DISTURBANCE 0— TREE PROTECTION —0 ❑ TEMPORARY CONSTRUCTION FENCE SAWCUT R-419004 IN COMPLIANCE WITH CITY OF RENTON STANDARDS :NT ENGINEERING OI I SURFACE WATER UTILITY 09/27/2021 krevans 09/27/2021 WASTEWATER UTILITY O WATER UTILITY jhobson 09/28/2021 IFitzJames 09/29/2021 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 DEMOLITION PLAN 01 O C`7 O M O O N Al In O DO O O O O N Q J 4 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. V � ?. I•i,�: ���i, ''AWL YaG JS c�P — 2 ,0 9�Y' 0 rf a O L°y °9�, s °sf`P i }� \'\ FIRE HYDRANT R C) s \ �. c s °N 2 `SfABILIZED CONSIRUCDOF� , v ''P, _ N °9�'"P c' 9�m �' /��` \ `�� CONSTRUCTION W SUPPLY. o \ C3.10 ENTRANCE (TYP.) NOTE METER FROM ITY IS A3 V•, PZ - - \ fb,FF4 s+' J __ r w°� s ° —Gs— — - r HARRI pIJ�C NE REQUIRED FOR USE v s'� 10 11 - w -�-� - - OD 1 s. —,� ,—� v °� ash r ° _ -- CONSTRUCDON", N _c^ Q a / YTS OF I,co m 3 o Ir FENCE (M. '� Yss F� ° mo o'mg e °g ---- I NOTE WATER VALVES DISTURBING-_ } o� ° Fm n s s Toq W .h ' TYP v v a-� � '�, I I ( ) 1 �3.0 � m I I I SHALL -BE CL-E71RC�a s °s s , � a s o ss J V m o a VISIBLE AND.OP.ERAB a- p POND DIVIDER �.4 s co "� a ., . s v + o _ AT ALL TIMES DURING v �� COP!-STRUGTIOK_ __ 0 4 ,� = 2 9 � e TEMPORARY SEDIMENT POND. r—,, � � � F a OCI��C % ' S I 'T�i _ _ �U�UR-E BLOCK Dr C3.12 MINIMUM POND SURFACE AREA 5'068' AT EL = 3415 35'x14T AT BTM ���� � � ( ) s .° )° INTERC � YP SNOW FENCE $ CH I A 0s00 o m' _ SWALE T ) C3.11 NCE C3.12 ( f�G C3.11 I _ - SUPP . J TE: METE �- so 'sue°oy°m° i ITY is DO POND BTM EL = 33&---" �� �' Y 0 TORe PERIMETER e 7 `•' Gr''o TYP ° / _REQUIRED FOR U o ( )—OP THIREMOVE�T WILL "'�� O e RISER PIPE AND C3.12 DEWATERING DEVICE a=o aP•' - POND DISCHARGE'AND TESC To _ 12° p QTILE ' 12" UCTILEJEFFERSON AVE-.E� Li FUTURE BUILDING A� �� ` m sO `' N MONITORING POINT`kYPE.1 NTIL �, "° �. Z IRQN-CULVER�w IRON ULVERT ..:�� .. "< ` LEVEL 1. SHOWN F0� �� s FINAL PHASE OF C0Fi5 N " " �- "� " "< "� " "<. "_<— " " o I� ,1 REFERENCE ONLY. RIM=�3999 s,,tios ---=- - ° �� v J �12"IEIN 336J6m9e��. ■ ■ �� ,'^F, �': I, 12" IE IN 76° _i1 J5 ��' ° ° <`� BOE 12° IE OUT = 338.25 W;°��P9s P - a PERIMETER �� � z, ✓�-� � F >C^ ,�� < < < � � .. to � :SNOW FENCE 2 � so qo m - SUMP AND PUMP, FIELD LOCATE. PUMP SYSTEM SHOWN FOR I _ _- �- _ --- - _-RTTllRE BUILDING A I.(TYP) A a� �'•; REFERENCE ONLY. PUMP SHALL BE DESIGNED BY CONTRACTOR AND i _1. SHOWN FOR �,.� <= ^ FIELD LOCATED AS NEEDED TO ACCOMMODATE CONSTRUCTION _ .I� REFERENCE ONLY. F -. \ ch _ ° ACTIVITIES. ADDITIONAL SUMPS AND PUMPS MAY BE REQUIRED FOR I :I - , va ` % `_ CO) SILT FENCE (TYP s - - L..I ` , _ L C3.10 m - TEM 0 ARYDEWATERING.OF�OUND �'_ FUTURE gUllDltftr 8- L �� B o'0 'S46A7, / t''$�y''s s O A� I TCRCEP OR $WALE AT BOTTOM v ``�- LEVEL PP' SNbW�-F , / �° PR TEC E °° 2 Do `io 9m s'° gym. 9a _ _ _ OF EXCAVATION. DIRECT TO b b REFERENCE ONLY. �A y � OE = 336.00 e TREE REM F s w - SEDIMENT POND. (TYP.) „ v • "� J; ss„ - -� s�2�s o - PROPOSED SUNSET SHELL--- i . ; " a 9 <mO 12 O o gq w z a C-STORE REDEVELOPMENT w "6s�o� 0 4 SHOWN FOR REFERENCE ONLY "..< < ..< ...< 3 �'. . m - o ° qp _ O F117J q NE I SUNSET T'..BO" UeeL�EVeAe� ATCH BASIN INLET ,9a00) J�sSD SD SD SD SD SDC311 PROTECTION m�-, a'y�3s r•s q�m � sc',sL 5D I a✓`�� ` - - ���jC DL��1qssy �� Oous •� P>s��cimc` s" D D s� ens "`s • $, w w k NN A n cws P mv:J'o y _= °aJB� / _,.� m,� _P.� P� �� o_°m _n, SHOP. mOS m'ro a NOTES: CONSTRUCTION NOTES: 2 1 REFER TO C011 FOR CDR EROSION AND SEDIMENT CONTROL NOTES 1 INSTALL CATCH BASIN INSERTS IN STABILIZED AREAS 10. STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED OFF 2. TESC MEASURES SHOWN ARE THE MINIMUM NECESSARY. CONTRACTOR SHALL IMPLEMENT 2. ADJUST AND MAINTAIN EXISTING CONSTRUCTION FENCING AS EITHER HARRINGTON PLACE NE OR NE 12TH STREET DEPENDING ON azel v ADDITIONAL MEASURES AS NECESSARY TO COMPLY WITH ALL WA DOE AND CITY OF RENTON NEEDED TO PROTECT THE SITE AND ACCOMMODATE THE WORK. CITY REVIEW OF SUNSET LANE CLOSURE. REQUIREMENTS. 8 3. 12" TEMPORARY DUCTILE IRON CULVERTS SHALL BE FIELD FIT TO 11. WHEEL WASH SHALL BE USED AND MAINTAINED DURING EARTHWORK - 3. BOTTOM OF EXCAVATION IS SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL PLANS. DIRECT CONSTRUCTION STORMWATER AS INDICATED PHASE AT CITY APPROVED ENTRANCE PENDING CITY APPROVAL OF SEDIMENT POND FACILITY TABLE TRIBUTARY 10—YEAR MINN SURFACE DIMENSION FACILITY AREA (AC) FLOW (CFS) AREA (SF) SHOWN (FT) SEDIMENT POND 1 8.20 4.51 1 9,382 1 56'068' SUNSET LANE CLOSURE. 8 4. APPLY HYDROSEED WITH TACKIFIER TO EXPOSED SOILS IN LEGEND DISTURBED AREAS AND SLOPES TO STABILIZE SOILS AND PREVENT 12, INSTALL OUTLET PROTECTION AT THE OUTLETS OF ALL PIPES, - - — PROPERTY LINE/ ROW LINE ® ROCK ARMORING EROSION. DITCHES, CULVERTS, OR OTHER APPROVED CONVEYANCES, AND o 2550 0 WHERE RUNOFF IS CONVEYED TO NATURAL OR MANMADE DRAINAGE 1 inch = 50 feet ---------- TEMPORARY CONSTRUCTION ® SUMP AND PUMP 8. INSTALL INTERCEPTOR SWALES WITH CHECK DAMS TO DIRECT FEATURES. R-41 9005 'e FENCE RUNOFF FROM DRAINAGE AREAS AND CONVEY THE RUNOFF TO THE — INTERCEPTOR SWALE SUMP AND PUMP. 13. CONTRACTOR SHALL MONITOR DISCHARGE FLOW AND WATER Y S IN COMPLIANCE WITH CITY OF RENTON STANDARDS X SILT FENCE QUALITY OF DISCHARGE INTO THE CITYS STORM SYSTEM TO MEET CHECK DAM 9. INSTALL STABILIZED CONSTRUCTION ENTRANCE. IF CONSTRUCTION ECOLOGYS AND CITY OF RENTON'S TURBIDITY DISCHARGE AND PH w4•Reo°o yN DEVELOPMENT ENGINEENING SURFACE WATER UTILITY —�M FORCE MAIN ENTRANCES ARE NOT PREVENTINGALTERNATIVE SEDIMENT FROM BEING TRACKED REQUIREMENTS PER THE SWPPP. _ O CATCH BASIN INSERT ONTO PAVEMENT, THEN ALTERNADVE MEASURES TO KEEP THE 1cpff- msippo 09/27/2021 krevans 09/27/2021 STABILIZED CONSTRUCTION STREETS FREE OF SEDIMENT SHALL BE IMPLEMENTED SUCH AS , 16015th Avenue, Suite 1600 a ENTRANCE FLOW DIRECTION INCREASING THE DIMENSIONS OF THE ENTRANCE AND/OR THE `eo sacisxza�3tie Seattle, WA98101 WATER UTILITY / `� OVAL', 206.622.5822 INSTALLATION OF A WHEEL WASH OR WASH PAD. O 1 UMITS OF DISTURBANCE % : TEMPORARY CULVERT 09/10/2021 www•kpR.com IFitzJames 09/29/2021 ENT 1 CLEAR AND GRADE PERMIT TJP 08/10/21 JSFVERrICALHADINE SOLERA ICI- EXISTING TREE TO BE 2 CLEAR AND GRADE PERMIT RESUBMITTAL TJP 08/11/21 JSF ZLN SAS NOTED POD NA 'u�19°' pC�IT�YT OTF�+�' PROTECTED 3 CLEAR AND GRADE PERMIT RESUBMITTAL TJP 09/10/21 JSF �" TJP/JRN '�'•'� ^ r'1VTO1V 2842 NE SUNSET BLVD "°'°°"- • PAGE Call 811 °w~' TAD/KSA ^ r RENTON, WA 98056 • two � DATUM - a�'MNF 9i 9i P- C3.01 N before you digONEs PI°„�n Bnlldm Pobro works Dec NO REVISION BY DATE APPR �sPSCALE TESC PLAN 5 °", SAI NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DocuSign Envelope ID: 6EECF5B6602A4E0A-B436-A317AA638878 SHALL BE SPLICED AT BE RINGS OR FABRIC TO POSTS _-Imo_-_-_-_--_-JJ_ I-T 11��BMAY EMODI MODIFIED � � �OXOMN TRENCH � I TOO BUREFILT TRENCH WITH NATIVE nEOLL OR DO' FREE MA IN USED -2. WOOD POSTS STD FENCE POSTS OR EQUIVALENT ITYRILj NOTES: 1, CONDINOPUSOFUSE 1 1 SILT FENCE MAYBE USED DOWNSILOPE OCALLDISTURBEIDARGAS 12 SILT FENCE IS OLD INTENDED TO TREAT CONCENTRATED EUROPE, NOR IS IT INTENDED TO TREAT SUBSTANTIAL ANKOLANTS OF OVERLAND FLOW ANYCONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAD An POND 2 DESIGN AND INSTALLATION SPECIFICATIONS 21 TE GEONEXTI-C USED MOST MEET THE STANDARD LISTED ALLOW A COPY OF THE MANUFACTURER S FARES SPECIENATIONA MUST HE AVAILABLE ON ATE A05 PERM Non GAU 00 SIEVE SIZE BE BY RIVAL FOR SILT A IN WATER PERM I I NOT Ty (AST A D4491) JOE2SEG MINIMUM GROW TENSILE STRENGTH (ARTS D4A2L 180LBS MIN FOR EXTRASTRENGTH FABRIC 1OOLM MIN FOR STANDARD STRENGTH FABRIC JULTRAVIOLETRESUSTANCE(ACTIANNO IDEA MIN 22 STANDARD STRENGTH FABRIC REQU IRES SURE BACKING TO I RELEASED THE STRENGTH OF THE FENCE YANG BACKING OR CLOSER POST SPACING My BE R FOR EXTRA STRENGTH FARGO IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE 2 B WHERE THE FORCE IS I NI THE D PACE B FELL GOT BE STEEPER THAN OR 1 V 24 IF A TYPICAL S I FENCE IS USED, THE STANDARD AXA TRENCH MY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SULT FENCE FABRIC IS WELL SECURE I N A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER 70 BYPASS ON UNDIRRIMINE THE SILT FENCE 25 FILTER FABRIC FENCES SHALL BE INSTALLED ALON G CONTOURS WHENEVER POSSIBLE 3 MAINTENANCE STANDARDS 31 My DAMAGE SMALL BE BEEN RED IMMERATELY AS IF CONCENTRATED FLOOR AGE EVIDENT UPHILL OF THE FENCE THEY MUST BE ]H. NTARCENTCOME REGARD FACING AS A BARRIEROW➢NO THEN CAUSING GAINNELIZATION OF FLOWS OCCURS REPLACE FENCEONGEMOVE THE TRMPEOSEUMENT11 . 35. IF TxE OFTEN FAeac(CONTEXT�) HAS DETERRIORATED DUES To ULTRAVIOLET enuBLWTx,R� LBE REPLACED. DocuSign Envelope ID'. 6EECF566-602A4E4A-8436 A317AA638878 CONSTRUCTION ENTRANCE NOTES BOPO I DRIVEWAYS SMALL BE PAVED TO 1 EDGE OF THE RUGHI WAY P PRIOR TO INSTALLATION OF TH FTHE CONSTRUCTION ENTRANCE TO R=CBS MIN 1 GAMBLING OF THE ROULDWAY 2 IT 19 RECOMMENDED TREAT THE INSTALL DRIVEWAY CLEVERT IF THERE IS A EVALUATE SUCH PRESENT ROAD SANDARp: irmin Tx¢RNEss NOTES: 1 1 CONSTRUGGEN ENTRANCE SMALL BE STABILIZES WHEREVER LEANED WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED SQUIBB OR OTHER PAVED AREAS WITHIN I ON FEET OF LEE SITE I FOR RESIDENT IAL CONSTRUCTION PROVI BE STABILIZED CONSTRUCTION ENTRANCES EACH RESIDENCE TO ADDITION TO THE MAN ANSI SION ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT LONGTHAVIExTO PRwm¢MGM CLE ACCEevPA:NING MASON ON LOT&COOLED DOUBLED EL LESTER AND INSTAR-CAUTION SPECIFICATIONS 21, A SEPARATION CABLE STILE SHALL BE PLACED UNDER THE BEAUS TO PREVENT FINE BED MENT FROM PUMPING UP INTO THE CRAY PAD. THE GOOTEXTILE SMALL MEET THE FOLLOW OR STANDARDS GLOB TENSILE STRENGTH (PERM 041 NX Go MIN NEAR TENSILE ELONGATION ASTIM LOGO) NAMIBIA (WOVEN) BE DONOTUSECRUSATEDCONCRED CEMENT. OR CALCIUM CHLORIDE FOR ENTRANCE CURECTERVION PRODUCTS CARB PH 23 EL(PAVE BASED LEVELS IN MULCH) MAYBE ETE SUBSTIMTUTED FORRR COMBNED WITH QUARRY SOULS IN AREAS THAT WILL Na BE USED EFOR PERMANENT ROADS LEAR FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN JURAN FREE THE INSPRECTOR MY AT ANY TIME REQUIRE THE USE OF QUARRY STALLS IF Th I HON FUEL IS NOT PREVENTING SEDIMENT FROM BEING THAI ONTO PAVEMENT OR IF THE HOG FUEL 19 EGGS ORIENTED ONTO PAVEMENT ? 4 CORE NO SMALL BE INSTALLED AM NECESSARY TO SHARP T TRAFFIC TO ME CONCLUDE TOM ENTRANCE 2 E WHENEVER POSSIBLE THE ENTRANCE SHALT BE CONSTRUCTED ON A FIRM COMPACTED GUBoRADE THIN CAN SUBSTANTIALLY INCREASE LEE EARFECTIVENESO OF THE PAID AND REDUCE THE ME ED FOR MANTENAINGE MAINTEMANCESTANDARTES On OUARRY SPALLS SMALL BE ADDED E IKE PAD IS NO LONGER IN ACCORDANCE WITH THE DEPORTATIONS 32 IF THE ENTRANCE 19 NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT THEN ALTERNATIVE PEACE] AGE TO KEEP THE STREETS FREE OF SEDIMENT SMALL BE USED TITLE MAY INCLUDE STREET SPACE PING, AN INCREASE I M THE DI CONCEDES OF THE E ITRANCE OR THE INSTALLATION OF A WHEEL WENT I F WASHING IS USE D IT SHALL BE DON E ON AN AREA COVERED WITH CR LIMA RECK AND WAGON WATER SHALL BEAR TO A SEDIMENT TOR OR FORD ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SMALL BE REMOVED IMMEDIATELY BY SWEEPING THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOREAD OR STABILIZES AN PITE FILE PAVEMENT SHALL NOT BE GREERNED 51 WASHING DOWN THE STREET FAA TRY WITI SWEEP' 10 IF NEPFEWN WE AID CREEP A A THREAT TO APPLE SATIFTY IF IT 19 NECESSARY TO YEMEN THE STREETS A SMALL SUMP MUST BE CONSTRUCTED THE ACCIDENT WOULD THEN BE WAITED INTO THE SUMP WHERE IT PAN BEE CONTROLLED ADD DISCHARGED APPROPRIATELY SLASH WATER MUST BE PUMPED BACK ONTO THE A TO AND CANNOT DISCHARGE TO SYSTEMS Tol BINARY TO SURFACE WATERS. a 4 ANY QUARRY ORALLY THAT FAD LOOSENED FROM THE PAD AND END UP ON THE ISCADWAY SHALL BE REMOVE D I MMEOLATELY. as R ENTERING OR USING THE SIZES AT POINTS OTHER THAN THE CONSTRUCTION EMRANCEISII FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC STD. PLAN - 214.00 116 -UP S URIPUBLIC WORKS Pe • PUBLIC WORKS PrnoA DEPARTMENT SILT FENCE C,AZ 9/2a/2015 :45 An DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ IDA y1111939111 WA Bill` IIpI0111P►[.11:111111XP►■1111:L1►NI NITS 1 CLEAR AND GRADE PERMIT 2 CLEAR AND GRADE PERMIT RESUBMITTAL F Call 81 1 3 CLEAR AND GRADE PERMIT RESUBMI TAL two business days before you dig NO REVISION BY I DATE I APPR NTS SALES �N�y AS NOTED X0fl6pRE" WID UU/19e DATUM IF NET MAN mal 9/28/2018 1 D 16015th Avenue, Suite 1600 Seattle, WA 98101 2061 www.kpM.com CITY OF t RENTON Planning/Building/Public Works Dept. AM R-419006 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERINGAR 0 SURFACE WATER UTILITY msippo 09/27/2021 krevans 09/27/2021 SAN SOLERA 2842 NE SUNSET BLVD LABEL RENTON, WA 98056 TESC DETAILS 10 N U O N Q J M M M O O O 00 LL ,11 AS AS MQ LL W J O DocuSign Envelope ID'. 6EECF566-602A-0E4A-8436 A31IAA638878 SECTION VIEW ISOMETRIC VIEW NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. NOTES: 1 PROTECTION SHALL WE OBTAINED FOR ALL FUELS DRAIN INLETS DOWNSLOPE AND WITHIN NO FEET OF A DISTURBED OR CONSTRUCTION AREA UNLESS THE RU HOFF THAT CONTRA THE CATCH DAVID WILL BE CONVEYED TO A SEDIMENT PART OR LUCK THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER DUMB AIDE ACRE SIDE THE BELOW INLET ORATE DEVICE BED) FOR THE siatMWAIER STRUCTURE ITV THE FIND VE A BUILT IN HIGH FLOW TEM THE ARTS Era SYSYSTEM MUST wiow REmwuBOFFTHE Son wmaOUT oeuma DUE PERFORM MAINTENANCE IN ACCORDANCE Wrtry SHUDDERS SPECIFICATION Sre CUT MY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SUDDEN STORAGE THE OLVER MEDIA FOR THE INSERT SHALL BE CLECANIN OR REPLACED AT L P" Fo.STD. PLAN 9/28/0 (TRIPUBLIC WORKS [ETCH BASIN INSERT A 9/28/2016 I DEPARTMENT GAZ NITS :45 AI f E Call 811 two business days N before you dig No DocuSign Envelope ID: 6EECF5B6602A-0E4A-8436 A31)AA6388)8 LEVEL BYTTOM MARY 1z•MIN �rMixee>AC�RO>a+mPts� NOTES: 1. COUNINTONEOAu:N ill THE TOP Or ALL SUNNI IN EXCESS OF 3"IV AND WITH HONE THAN AT FEET OF VERTICAL R[u[F312 AT INTERVALS ON MY RUPEES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW AVHE�V ESLOPE SLOPE PERCENT AS UNLESS A5% 30) FEET W�L�TH • DESIGN AND NISTAIunON SPRCNTDATIONS 21 FOR SLOPES STEEPER THAIN OF TV WITH MORE THAN 10 FEET OF VERTICAL RELIEF BENCHES MAY BE GANTRUCTED OR CLOSER SPACED INTERCEPTOR RVALES MAY BE USED THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RU STIFF TO A BE SPENT MEANS OR TRUMP 22 CONSTRUCTION USUFFIC OVER TEMPORARY SWALE SHALL BE MIN MIZEAT DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALID BE SMEARED IMMEDIATELY 32 IF THE FACILITIES CE) NOT REGULARLY RETAIN STORM RUNOFF DUE CAPACITY APPEAR FREQUENCY OF THE SWELDS SHALL BE INCREASED STD. PLAN -21).10 IIIIIII PUBDC WORKS °°" IN °i URIDEPARTMENT INTERCEPTOR SW ALE GAZ 9/z8/zo18 :as AN ATUT DATE NITS DocuSign Envelope ID'. 6EECF566-602A-0E4A-8436 A31IAA638878 SECTION A SECTION S NOTES: 1 CONDMONS OF USE I I WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONCH OR HEARST 1.2 TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A SAM EROSNE DISCHARGE POINC � I ANY AFMAIFINTICI BE MUCAP THAN RATHER ANN I BE ARRIVED AS THAT THE DEMAND IF PROVIDED TV ITS nPIANIM TOGION YAPECI TV 2 2 THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED ADD SALES IF SCOURING AND EROSION GAS OCCURRED AFFECTEDAREAS SHALL SE PROTECTED BY AFRAPORAN EROSION GCNITRULICUMNOTOR NET. P" °.STD. PUN .21).00 PUBUC WORKS DEPARTMENT DITCH CHECK DAMS 9/z8/2o18J GAL. TA3b kPff �co�Gn SM7 ,fie 1601 BID Avenue, Suite 16M - AEOIST4S�ge' Seattle, WA 98101 �sTONAL 206.622.5822 09/10/2021 WWWkPM.com CLEAR AND GRADE PERMIT Tip 08/10/21 USE MEMO VEGROA, AND Pop CLEAR AND GRADE PERMIT RESUBMITTAL TJP 08/11/21 USE S ZLN AS NOTED xoN¢B'mIN AID'Nm/Iesl CITY OF cxB TJ P/JRN • 1 E 11 Ii' CLEAR AND GRADE PERMIT RESUBMITTAL Tip 09/10/41 JSF � RENTON oN.xM TALI oxE xe DATUM 1\Gl`I 1 1V EUNEOMNP Planning/Building/Public Works Dept. REVISION BY DATE APPR ^°° AGE x"£IX41°1NC1 NITS R-419007 45 AN IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY msippo 09/27/2021 krevans 09/27/2021 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 TESC DETAILS 7 N U O N Q J M M M O O O 00 TE- Ir WE NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DocuSign Envelope In 3B1B34D3-0EOA476C-ADB3 329FFEOC108 DocuSign Envelwell) 381B34D34EOA4760-ADB34329FFEOC108 ABMZED TLI RISER OPEN AT RO(PRINCIPALRRIS BARRRi NSI SEE GTE 9Rro TE`PLAN B°eT� UWAY e.�x. ���E RcCONVEYANCE DICTOT AS LEVEL SPREADER — NOTE8: I I A SEDIMENT POND SHALL BE USED WHERE THE CONTRII ORMAGE AREA IS a ACRES OR MORE 2 BESIDE AND INSTALLUSION SPECIFICATIONS 31 THE POND SHALL BE Q IVI DE D INTO TWO ROUGHLY EQUAL VOLUME TELLS By A PERMEABLE UVOER THAT RACE REDUCE TURBULENCE WHILE N COANG MOVEMENT OF A ATER NEWS EN CELLS THE DWIDER SHALL BE AT LEAST THE HALF OF THE HI OF THERRIe ER WIRE- BACKED PT03 FOOT NIGH Lx STRENGTH F PLAN FABRIC SUPPORTEDA . MAY BE USED AS A OrvmER ALTERNATVELY.ST O snow EAGER WRAPPED FORT FILTER FABRIC MARY BE j CEO 2 2 1 F THE POND IS MORE I MIN 6 FEEL OEER A APPARENT MECHANISM MUST RE PH PREMED 2 � TO A D IN DETERMINING GERMAN T DEPTH CHEROOT INTERVALS SHALL BE ENGINES NTLY MARKED ON THE RISER 31 SOMMEN T SHELP HE RI � ROAM THE volo WHEN I r KURT HI I FLAT IN DEPTH 32 MY DAMAGES TO THE COND EMBANKMENTS OR SLOPES SHALL BE REPAURED PUBLIC WORKS SEDIMENT POND PLAN VIEW AND sEA uV. STD. PLAN-216.00 DATE DEPARTMENT CROSS SECTIONS artin Pastucha R/13/zoz m2 , Co SEDIMENT POND NTs 1 8:4 f E I 2 Call 811 • two business days N before you dig 0 OPENATTRI PROVIDEnrEsmnaeix SEE OLD gµ2AU20 eRAPiER, AGE POLVEMttENEGP 'e NG, THREPOLYETHYLENE TEN a MIN uvoON THAN CORSUGHTED COMPLY WITH AJATM F667 AND MOVED MESA PC R STEER WATER71GHT COUPLING i DENATURING ORIFICE FACH 40 STEEL STUB, MIN S IN SECTION DO 152 OF THE cinaE RENTCx SYRFACE/F_ TACK SHIELD DIAMETER ASPER �w•_ATER FACING MANUEL 4 L--MIN NN TETERNATIVLY RPR FARE ON) 9.RSERBE MNF_� NOTES: E. CONSTRUCTION ONSTRUCTiaN PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLEW OTHERWISE NOTED, DRA% ING IS NOT TO LE (NOW ® STD. PLAN-216.ID _n PUBLIC WORKS wmmeeP: DEPARTMENT SEDIMENT POND RISER DETAIL artin PastUChe 6/1B/zoz Nk1`AF.t'BBBeam. SEDIMENT POND RISER CLEAR AND GRADE PERMIT CLEAR AND GRADE PERMIT RESUBMITTAL CLEAR AND GRADE PERMIT RESUBMITTAL REVISION NTS ASPHALT SAW CUT LINE AT ENTIRE PERIMETER OF 1:1.5 SLOPE TO WITHIN THREE FEET OF FOUNDATION THREE—FOOT ORANGE SNOW FENCE OF STRUCTURE. OCCURS AROUND TO BE INSTALLED AT THE ENTIRE ENTIRE A & B BUILDINGS PERIMETER OF ASPHALT SAWCUT LINE AND ATTACHED TO FIVE—FOOT METAL STAKES AT SIX—FOOT ON —CENTER MAXIMUM. LP TIES TO BE USED TO SECURE SNOW FENCE TO METAL STAKES. ALL EXISTING ASPHALT TO I ASPHALT VARIES IN THICKNESS. SLOPE TO REMAIN OUTSIDE OF BUILDING BEGIN FOUR TO SIX INCHES BELOW TOP OF FOOTPRINT FOR EROSION AND I ASPHALT AND TO BE COVERED WITH SEDIMENT CONTROL I VTSOUEEN 1, SANDBAGS UNTIL BACKFIWNG MEASURES. DEMOLITION AND OF STRUCTURE CAN BE ACHIEVED. SAND REMOVAL OF ASPHALT TO I BAGS TO BE SECURED BY NYLON ROPE OCCUR AT A LATER DATE. I AND STAKING AS NECESSARY TO PREVENT OFFNSOUEEN FROM BEING MOVED DURING WEATHER EVENTS. SLOPE TO BE -- MAINTAINED THROUGHOUT CONSTRUCTION - _ _ UNTIL SUCH TIME SLOPE IS REMOVED AND REPLACED WITH BACKFILL TO STRUCTURE. 1 8:' R-419008 Y g IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2A3b i4."R$ z o�Go DEVELOPMENT ENGINEERING O SURFACE WATER UTILITY O kPff I msippo 09/27/2021 krevans 09/27/2021 SI47 ,fie 16015th Avenue, Suite 16M ' - AA'CIST48�ge' Seattle, WA 98101 �NIONAL} 206.622.5822 09/10/2021 wwW.kpM.com Tip 08/10/21 JSF - R�,rwDINGE BIT CITY OF SOLERA TJP Ds/n/21 JSF ,� AS NOTED X0A6p"" ,V,j� Tip 09/10/21 USE TJP/JRN "` RENTON 2842 NE SUNSET BLVD '°'°°"' ° TAD/NSA RENTON, WA 98056 of C DATUM AN EpiI MAE .*EME�RwE PlIF NOT � Ianning/Building/Public Works Dept. er DATE APPR I« RW�.«x�N�l. TESC DETAILS GET N U C`P1 N Q _] J M M M O O O 00 Ir— I)_ 50 n 1 Q W J O Cn a0 \ \ S�OCG OZ \\ � w ix m 'nos �v p =s T;9fo " q s — " �y AA �' r ° • yOA a'a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. - �SD�� ys smlo�y�?g y�sy P" �' s s s °s 9�ss ye HAIAIGTON P p 3ACo — , O q \ hs - :vm-33+90i��� a r y c _ 3131+G s � 00 S, °s +"gh v s ra `, I�o"�o'a ss^ s.-. M@ n` �a �+° a �G$®�s9� ss .z s Pa ps C r c � ao y a .o o �`,I �� v a �yj y vy>• g o � I r' 3A'gwf O&yC � %a �`'°� txa yo �� ssoyo `" -7'= 4 NF, Eon I O C Y 9� A y{o y� Uo 7J I �/ I y���� yaG. '��'�` 0Ak�� u 02 5, — `��"' so�s�4csM oyf — — =�—s 2 — y,, L 00 02011+00 12+00 13+00 14+00 15+00 16+00 -I- LEGEND: — — PROPERTY UNE/ROW LINE ROW CENTERLINE CONCRETE WALL EXISTING GRADE CONTOUR — — — — TOP OF EXCAVATION BOTTOM OF EXCAVATION EXISTING TREE TO BE PROTECTED NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. 3. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. 4. ON —SITE SOILS MAY BE USED FOR STRUCTURAL FILL ONLY IF VISUALLY INSPECTED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. ON —SITE SOILS SHALL BE FREE OF ORGANIC MATERIAL AND COMPACTED PER THE REQUIREMENTS OF NOTE 3 ABOVE. aCall 811 • two business days before you dig No ' a x / s OP ti� / c +15 N / / 17+00 18+00 19+00 /,`/ / + �I— — — T — � mn for of ill niMr OTOP OF EXCAVATION DASHED LINE ALSO REPRESENTS ASPHALT SAW CUT LINE. AREAS BEYOND LIMITS OF SAW CUTTING TO REMAIN UNTIL EXTERIOR HARDSCAPES, SIDEWALKS, AND ASPHALT PAVING SEQUENCE OF WORK BEGINS. ADDITIONALLY, SLOPED BANKS AT TOP OF ASPHALT TO TOE OF SLOPE SHALL BE COVERED, AND SANDBAGGED THROUGHOUT DURATION OF PROJECT UNTIL BACKFILL OPERATIONS ARE READY TO COMMENCE. THREE FOOT HIGH RRANGE SNOW FENCE TO BE PLACED WITH METAL STAKES AROUND TOP OF SLOPE AROUND ENTIRE OPEN EXCAVATION UNTIL SLOPE IS BACKFILLED AND STABILIZED. THREE FOOT ORANGE SNOW FENCE TO BE INSTALLED AT THE ENTIRE PERIMETER OF ASPHALT SAWCUT LINE AND ATTACHED TO FIVE FOOT METAL STAKES AT SIX FEET ON —CENTER MAXIMUM. ZIP TIES TO BE USED TO SECURE SNOW FENCE TO METAL STAKES. _1111►" CLEAR AND GRADE PERMIT CLEAR AND GRADE PERMIT RESUBMITTAL CLEAR AND GRADE PERMIT RESUBMITTAL REVISION BY I DATE I APPR va AS NOTED .onaa,rw„n `1, III DATUM 16015th Avenue, Suite 16M Seattle, WA 98101 206.622.5822 wwW.kpM.com CITY OF RENTON Planning/Building/Public Works Dept. TOP OF EXCAVATION 0.5 FT BELOW EXISTING TOP OF PAVEMENT, TYP 0 25 50 100 R-419009 1 inch = 50 feet IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY msippo 09/27/2021 krevans 09/27/2021 WASTEWATER UTILITY jhobson 09/28/2021 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 Poe MASS EXCAVATION PLAN N U O N Q _] J M M M O O O 00 LL rag