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HomeMy WebLinkAboutzR-4190SetNW 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. w Q z J v= 0 m T O 0 W SURVEY INFORMATION SURVEY BY AXIS HORIZONTAL DATUM: NAD 85/91 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. rr 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 11 TH 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 35.42'00" EAST, ALONG THE SOUTHEASTERLY LINE THEREOF, 125.00 FEET; THENCE NORTH 54.35'42" WEST, PARALLEL TO THE SOUTHWESTERLY LINE OF SAID BLOCK, 90.00 FEET; THENCE SOUTH 35.42'00" WEST, PARALLEL TO THE SOUTHEASTERLY LINE OF SAID BLOCK, 125.00 FEET TO THE SOUTHWESTERLY LINE OF SAID BLOCK; THENCE SOUTH 54.35'42" 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 88.57'15" WEST, ALONG SAID SOUTHERLY MARGIN 151.17 FEET; THENCE SOUTH 01.02'45" WEST 214.05 FEET TO THE NORTHWESTERLY MARGIN OF VACATED 11 TH 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. a PARCEL B: THAT PORTION OF BLOCK 43 OF RENTON HIGHLANDS ADDITION NO. 2, ACCORDING TO PLAT a RECORDED IN VOLUME 57 OF PLATS AT PAGE(S) 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: E CL- COMMENCING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF K STREET AND THE 1b SOUTHERLY MARGIN OF 12TH AVENUE NORTH; a THENCE NORTH 88.57'15" WEST ALONG SAID SOUTHERLY MARGIN 151.17 FEET; o 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 11 TH PLACE; w THENCE NORTH 65.55'13" EAST ALONG SAID NORTHERLY MARGIN 190.65 FEET TO THE INTERSECTION OF THE WESTERLY MARGIN OF K STREET; o THENCE NORTH ALONG SAID WESTERLY MARGIN ON A CURVE TO THE RIGHT WITH A RADIUS OF 0 361.12 FEET A DISTANCE OF 125.41 FEET; THENCE NORTH 1.08'15" EAST 9.92 FEET TO THE POINT OF BEGINNING; a 0 EXCEPT THAT CERTAIN STRIP OF LAND 25 FEET IN WIDTH, FORMERLY KNOWN AS 11 TH 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. R90491gnn-� IN KIN(; ()IIKITY WAgHIN(;T(1N a 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: ct- TPN: 7227801785 LOT 2 OF CITY OF RENTON LOT LINE 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 OF RENTON ORDINANCE NOS. 2465 AND 2553, RECORDED UNDER KING COUNTY RECORDING NOS. N 6471624 AND 6647013, RESPECTIVELY, ALL IN THE CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, RECORDS OF KING COUNTY, WASHINGTON. SOLERA -------------------------------------------- RENTON, WASHINGTON PROJECT TEAM APPLICANT DEVCO, LLC 10900 NE 8TH STREET, SUITE 1200 BELLEVUE, WA 98004 PHONE (425) 233-6444 CONTACT: DAVID RATLIFF EMAIL: DAVID.RATLIFF@DEVCOWA.COM CIVIL ENGINEER KPFF 1601 FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98101 PHONE (206) 622-5822 CONTACT: JEREMY FEBUS, PE EMAIL: JEREMY.FEBUS@KPFF.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: MARKS@TISCARENO.NET PROJECT SURVEYOR AXIS SURVEYING AND MAPPING 15241 NE 90TH ST REDMOND, WA 98052 PHONE (425) 823-5700 CONTACT: ZANE NALL, PLS JPROJECT O LOCATION 0 GEOTECHNICAL ENGINEER EARTH SOLUTIONS NW, LLC 1805-136TH PL NE, SUITE 201 BELLEVUE, WA 98005 PHONE (425) 449-4704 CONTACT: RAYMOND COGLAS, PE CIVIL SHEET INDEX SHEET NO SHEET TITLE C0.00 COVER SHEET C0.11 NOTES C1.00 DEMOLITION PLAN C1.01 DEMOLITION PLAN C3.00 TESC PLAN C3.10 TESC DETAILS C3.11 TESC DETAILS C3.12 TESC DETAILS C3.50 MASS EXCAVATION PLAN CITY OF i enton DEVELOPMENT ENGINEERING DIVISION APPROVED 09/27/2021 msippo 1 CLEAR AND GRADE PERMIT 2 CLEAR AND GRADE PERMIT RESUBMITTAL Call 811 3 CLEAR AND GRADE PERMIT RESUBMITTAL • ® two business days before you dig N0. REVISION 0 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. TJP 08/10/21 JSF SURVEYED: ZLN TJP 08/11/21 JSF DESIGNED: TJP/JRN TJP 09/10/21 JSF DRAWN: TAD/KSA CHECKED: MNF BY DATE APPR APPROVED: JSF CITY OF RENTON PERMITS CIVIL CONSTRUCTION PERMIT C21-001020 PROJECT N0. PR18-000333 LAND -USE N0. LUA20-000305 q)ff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www_knff_cnm 09/10/2021 SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 A110wrtlkCITY OF FI +1 1 RENTON ONE INCH Nklig DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NE 12 S1 1/z VICINTY MAP SCALE: 1" = 500'f CURRENT PARCEL OWNERS PARCEL NUMBER: NAME: ADDRESS: PARCEL NUMBER: NAME: ADDRESS: PARCEL NUMBER: NAME: ADDRESS: PARCEL NUMBER: NAME: ADRESS: PARCEL NUMBER: NAME: ADDRESS: 722780-1785 HOUSING AUTHORITY OF CITY NE 12TH ST 98056 RENTON, WA 98056 722780-1235 SOLERA MANAGER LLC 2806 HARRINGTON PL NE RENTON, WA 98056 722780-1405 SOLERA MANAGER LLC 975 HARRINGTON PL NE RENTON, WA 98056 722780-1205 SOLERA MANAGER LLC 2806 NE SUNSET BLVD RENTON, WA 98056 722780-1206 SOLERA MANAGER LLC 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: ANDNATURALGAS PPOWER GET SOUND 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 (ggg) 225-5773 RENTON, WA 98057 (425) 430-7200 TELEPHONE: CENTURY LINK 1600 7TH AVENUE SEATTLE, WA 98191 (800) 244-1111 R-419001 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTI Y *- � SURFACE WATER UTILITY jhobson 09/28/2021 krevans 09/27/2021 REGIONAL FIRE AUTHORITY�Tti A d zFIFitzJames WATER UTILITY o � oe � ccappelletti 09/28/2021 �q„pE„ 09/29/202I %,�# DATE: SOLERA 2842 NE SUNSET BLVD OOK: P GE: RENTON WA 98056 PAGE: 7 DRAWING N0: CO.00 COVER SHEET SHEET: OF: 9 r H T U N Q J 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. a LU I O Cn Q z J 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 APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTILSUCH 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. 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 REQUIRED 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 COR 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). FIG 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 MANUFACTURER'S FW FACE OF WALL SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN RECOMMENDATIONS. HP 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 LF LANDING LINEAL FEET 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL AND LP LOW POINT STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, POLLUTION PREVENTION IS ALWAYS IN ACCORDANCE WITH THE CITY'S 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 SD STORM DRAIN 17. COMPLETE MASS GRADING. 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 • Call 811 • ® two business days before you dig 1 CLEAR AND GRADE PERMIT 2 CLEAR AND GRADE PERMIT RESUBMITTAL 3 CLEAR AND GRADE PERMIT RESUBMITTAL wil REVISION TJP 08/10/21 JSF SURVEYED: ZLN TJP 08/11/21 JSF DESIGNED: TJP/JRN TJP 09/10/21 JSF DRAWN: TAD/KSA CHECKED: MNF BY DATE APPR APPROVED: JSF 1q)ff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www_knff_cnm 09/10/2021 SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 It* CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-419002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LMDEVIELOPMENT ENGINEERING SURFACE WATER UTILITY , ,sippo 09/27/2021 krevans 09/27/2021 Fjhobs WATER UTILITY on 09/28/2021 DATE: SOLERA 2842 NE SUNSET B LV D FIELDBOOK: PAGE: RENTON WA 98056 7 DRAWING N0: C0.1 1 NOTES SHEET: 2 OF:9 T N C N Q J O 0) 0 W a LU J O Cn 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. \ rQs\sso. J IS IS NOT A WATER SERVICE. THIS IS A 12" MAIN 0/ v9 JF s5F, �� TERMINATING AT A BLOWOFF. SEE PLAN W-387504 IN COR �STKNote: There is an existing "live" side FA ° PROTECT EX. 8" WM IN CONSTRUCTION NOTES: MAPS FOR RECORD DRAWINGS. THIS MAIN CAN BE USED TO p SDI— �� LOOP THE MAIN AROUND THE PROPOSED TOWNHOMES IN -SD p F� °. 1�p sewer near this cut -and -cap that is serving 9 ��00 HARRINGTON PLACE ,( BLOCK C IF REQUIRED FIRE FLOWS EXCEED 2,500 GPM. ��� oo -''Lc the Harrington PI Condominiums. This `�,��� NE. WM TO REMAIN IN THIS MAIN AND BLOWOFF SHALL REMAIN IN SERVICE UNTIL \ °�y�'�`�� '0 side sewer shall be protected. �� Aso SERVICE. 1O CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON WATER OPERATIONS AND THE CIVIL CONSTRUCTION PERMIT IS APPROVED. PROTECT ss °s °°s29�0°0 �� CUT AND-EAP-EXP MAINTENANCE TO CLOSE VALVE AT HARRINGTON PLACE NE, AND IN PLACE. c F _ _ - SEE SHEET C1.01 CUT AND CAP WATER MAIN WITHIN LIMITS OF DEMOLITION. SEE WATER PLANS FOR NEW s o SD SS -FAT- PROPER �\_�Cls_ _ _ CONNECTION AND EXTENSION. yo o LIMITS OF DISTURBANC (TYP)���� `�� `��s0°� O Co)� _ -sQG -s - _ _ _ o CONTRACTOR SHALL COORDINATE WITH COMMUNICATION UTILITY PURVEYOR FOR DEMOLITION �� ° CO)s�, _,4 'y ��sF I sG� _ s° s� 'S' �-0 OF EXISTING COMMUNICATION SERVICE, UNDER SEPARATE PERMIT. ° �6 N 3 CONTRACTOR SHALL COORDINATE WITH PSE FOR DEMOLITION OF EXISTING ELECTRICAL SERVICE PRIOR TO CONSTRUCTION, UNDER SEPARATE PERMIT. oq°� 90.o CONTRACTOR SHALL COORDINATE WITH PSE FOR DEMOLITION EXISTING GAS SERVICE PRIOR TO CONSTRUCTION UNDER SEPARATE PERMIT. CAP EXIST SAT \ CAP EXISTS AT - v°¢ 'G G oG / /�0� I ol� I ��` °o ° A �����s �9�s� �o��� °Q �° 9\��4- ° 0 A3 PROPERTY LI PROPERTY LIN / ` �s o� �O s� \ 5O RETIRE EXISTING WATER SERVICE. CAP AT MAIN BY CITY FORCES, UNDER SEPARATE PERMIT. `` P��,4P EXISTING z , i �, O Qa 9, �J F` , N �� �U WM 'K-�fY CREWS o -353 © ALL EXISTING SURFACE STRUCTURES, UNDERGROUND UTILITIES AND ASSOCIATED ryY) - \ STRUCTURES ON BLOCK C AND BLOCK D WILL BE REMOVED WHEN IMPROVEMENTS WITHIN I- o, 0�A TEN CI Ivll�� �EWS o s ° o \ THE ROW MIXED USE BUILDING A AND MIXED USE BUILIDING B ARE SUBSTANTIALLY C ®SE EXIS 8 GV m > I v� �w ° �o �o J w A COMPLETE. CONTRACTOR SHALL PROVIDE TESC MEASURES AS REQUIRED. �yo/ o .,L , ��� \ % R MOVE EXIS moo o\ 9 0 �' REMOVE EX SS O PROVIDE AND FIELD LOCATE CONSTRUCTION FENCING, SIGNAGE, AND BARRIERS AS vs O�ss ��, " �,? �� \ v ` REQUIRED BY THE CITY OF RENTON AND AS NECESSARY TO PREVENT UNAUTHORIZED �` MOVE EXIST\SD PIPE '� °� ��� 9� \ �"� 1 `\ 353 _ _�- - _ -353- - - -�- OR STAN PER/ O ° / _ ACCESS INTO DEMOLITION AREA. �i �s •° _ .352 _ _ o F�-� / ® EXISTING RETAINING WALL IN PARKING LOT ALONG NEW SUNSET BLVD TO REMAIN UNTIL E�CT EXIST LIGHT \ I 1 �o� `�" °� �/0 4/ ,55�s/ 0-� PROTECT ho° ���y �� - - - _ _ - - 3 9st9 des 9 /'� �3� OFF FINAL PHASE OF CONSTRUCTION. �oX�ST S I _ RE VE E IS' ING H RAN 9 /s/ / - 1 9� 4� _ = _ _ _ 0 " 11 IL_ DEMOLITION NOTES: N3 ' 9'13"E 635. 3• Li A _ P . HIV -UP_ TO ANUS _ ALL EXISTING SURFACE AND BELOW GRADE G / I / 1. ALL EXISTING SURFACE STRUCTURES, UNDERGROUND UTILITIES AND ASSOCIATED STRUCTURES LVE AT HYD 1 TYP bw wI IMPROVEMENTS WITHIN THE PROJECT LIMITS SHALL REMOV EX. 8 SS _3 �y /� WITHIN THE LIMITS OF WORK SHALL BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED. PRO ``� o _ '" _ _ _ - N3519.13"E 690.50' - BE DEMOLISHED UNLESS OTHERWISE NOTED - - - - CUT AND CAP ALL EXISTING UTILITIES AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. EXIST `Vy�'� , I ? - ° w w 0� F-685� 685.6a psi P F 2. FIELD VERIFY THE LOCATION OF ALL UTILITIES IN CLOSE PROXIMITY TO DEMOLITION ACTIVITIES PRIOR TO START OF DEMOLITION. IX 8 b Qp 9 L O O �G 9 s�� • F ® 4 �i� 00 L, O `�, Jl O "G 6 , c' ;d��p O s �j /y tc — 2 Q. 9� , O `�I(€ �8 S °„ �� tea, - 9 ��6 °f'° s ti s �' c' 3. COORDINATE DEMOLITION ACTIVITIES WITH AFFECTED UTILITY OWNERS. ADJUST DEPTH OF F s o F, �o 3 — — °, �.� ss oti s� REMOVE EXIS` s ° ® ® tiG 0 ° o d - ,5 9 REM EXIS�� ti ,-� �9� oo �9 �, s Q / REMOVE EXIST. �° ���� _ c°9� F �/ o s I o EXISTING UTILITIES TO REMAIN PER UTILITY OWNER REQUIREMENTS. o A P �— / J c) ti �, o _ s SSMH PER COR s / ° U_ , / F 20 o�F� o o��� s v"°co� p� Gov` p9� s� ® SSMH PER COR W , <P Q do F� o �yti o 0 9 9� �F's c� 9, J 9 STANDARD RAM H E o o 0 9, �o r� I STANDARDS w 'v� °o 0 �Oo��i° °° 9<< < <�ti 'moo �'��� ® c� 4. ALL EXISTING UTILITIES AND IMPROVEMENTS ON ADJACENT PROPERTIES AND WITHIN THE 9 '�..� TO MFI. F XMJ y Q ° 00 0 0° ° �4TE; VA VI �E BOX. vo�9�p REMOVE EXIST. °moo ������ ��, ��� c��oo� cn w PUBLIC RIGHT-OF-WAY, ABOVE OR BELOW GRADE, SHALL BE PROTECTED UNLESS OTHERWISE `� ss I �, s SSMH PER COR q �, a o �� ® ® _ = NOTED. ANY IMPROVEMENTS INTENDED TO REMAIN SHALL BE REPLACED AT CONTRACTOR'S wG°� TA BLIND FL, I STANDARDS���Q�o �� ��Q�s - I� I W EXPENSE PER CITY OF RENTON STANDARD PLANS IF DAMAGED DURING CONSTRUCTION AND n A % r s u �C� ��0�� N DEMOLITION ACTIVITIES. s s� Y DRAIN AND S� E o �o I THIS HYDRANT SHALL o MIXED USE s \ REMAIN IN SERVICE UNTIL ��, 3�`� �s / THE CIVIL CONSTRUCTION BUILDING B - ®���,, ) \ \ 5. PRIOR TO DEMOLITION, COORDINATE WITH LANDSCAPE ARCHITECT AND ARBORIST FOR ALL �s ssc, PERMIT IS APPROVED. — p ® ® Q \ TREE PROTECTION AND REMOVAL, INFORMATION ON THIS PLAN IS FOR REFERENCE ONLY. �s ��OTECT EXIST S� / i l PROTECT IN PLACE. — ®- �\ J \� \ REFER TO LANDSCAPE AND TREE RETENTION PLAN. PROTECT ALL TREES NOT MARKED TO BE J REMOVED. o� y, 3 �� /� THIS IS A BLOWOFF ASSEMBLY. SEE ®�g �� I ���- 0 / s PLAN W 317904 IN COR MAPS FOR O F 37 RECORD DRAWINGS. THIS BLOWOFF s ° A ® ® ' I p,°O 2 9� I �/ w Oss�Z J� �k5 l p o p s' /o �<"� °' N� _ SHALL REMAIN UNTIL THE CIVIL s?� ® // ®f p /'S5 �� °sF y4 6. BUILDING DEMOLITION AND ABATEMENT UNDER SEPARATE PERMIT. J I W s ® s o CONSTRUCTION PERMIT IS APPROVED. °; �CTOR SHALL /6ORDINAT s s o I PROTECT IN PLACE. ~ PROPOSED SUNSET SHELL w WIk�ADJACENT PROPERTY / / f•�9 A� A '•' : C-STORE REDEVELOPMENT AND MAIEN7�NCE P PROPOSED PROPERTY / / g ,�,_ �• I P ° r LEGEND °A - `' SHOWN FOR REFERENCE ONLY �� URING CONSTRU TIOLV LINE_ (TYP) CONSTRUCTION .FENCE 7 XIS � , R TAINING ® / °one / yp �I... WALL ° c`J �, I EST W� �E ' 0�°� / G — — Y o � " I �.p°F,\ <<<' I � EM91N-' �' <" o 's s'o �� �' 35°� RELOCAT HYDRANT / `� �`� �� / � PROPERTY L NE�ROW LINE ��5' —' LINE (TYP 0 - l I 3 �>,� /9��'�s'L��9 REMOVE EXI SSA / N35a6a7 E 9,5., /y�s�� /�y — — — F / PROPOSED PROPERTY LINE -� 41,: ,,, r. .•f • / / / 5'46'47"E 915.15' �'� '•C :_ _ r i":�%r n ;..o , a. a w_ .`a . ..3 si o`' / si a� s� �� s / SSr �-a, SS /moo a e° o ss ss SS Ss �s ss ss / / — — ROW CENTERLINE CIS- SD '+ $ s — — P — P P P P - w ' $ w LIMITS OF DISTURBANCE ° �° 0 0 1 I I �`�� I I / e<�? I �� I E T HAND _ PROTECT EXIST _PROTECT EXIST NE SUNSE BOULEVARD (SR 900) PROTECT�EXIST _ 9s9 TREE PROTECTION ss�— — s� — �� — �6T — Ss I-REMAl1V �— — — .cN/A T- - N35'46'47"E 1083.01' � N 3. 8 Q S C � � I THIS HYDRANT SHALL �7�� �9�� �,�s� °� /I [CAP EXIST SS TO SD I SD I SD SD REMAIN IN SERVICE AT ITS �L I SD SDI TEMPORARY CONSTRUCTION FENCE °0°2\ EAST. I SD I PRESENT LOCATION UNTIL PROTECT f1XIST as °�� SD °��`'°'� `°° sD / ° ' I 18 SD TO REMAIN I I / THE CIVIL CONSTRUCTION ASS ��5 S — — �-�S S PERMIT IS APPROVED. WATER SAWCUT �� x ° °y w4 w w w' , ,W PROTECT IN PLACE. _ �' w w ? •.� v — R-419003 1 2 Call 811 3 • ® two business days before you dig -.,, FNO. CLEAR AND GRADE PERMIT CLEAR AND GRADE PERMIT RESUBMITTAL CLEAR AND GRADE PERMIT RESUBMITTAL REVISION TJP 08/10/21 JSF SURVEYED: ZLN TJP 08/11/21 JSF DESIGNED: TJP/JRN TJP 09/10/21 JSF DRAWN: TAD/KSA CHECKED: MNF BY DATE APPR APPROVED: JSF ON -SITE MAIN ISN'T CONNECTED TO CITY MAIN IN NE 10TH ST. THE ON -SITE MAIN HAS ALREADY BEEN DISCONNECTED AT THAT POINT. 1 s IN COMPLIANCE WITH CITY OF RENTON STANDARDS .cy4'�� of @ wSxj G� / o goy [MEVELOPMENT ENGINEERING % SURFACE WATER UTILITY — sippo 09/27/2021 krevans 09/27/2021 0 20 40 80 .off �, 39847 w4 1601 5th Avenue, Suite 1600 os�ys�GISTEg �� Seattle, WA 98101 WASTEWATER UTILITY GNAL E� o WATER UTILITY " 09/10/2021 www•kpffff.com 1 inch = 40 feet SI Zo6.622.sjhobson 09/28/2021 IFitzJames 09/29/2021 SCALE: DATE: VERTICAL: NAVD 1988 S O L E R A AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF 2842 NE SUNSET BLVD FIELDBOOK: RENTON RENTON WA 98056 PAGE: 7 DRAWING NO: ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. C1.00 IF NOT ONE INCH SCALE ACCORDINGLY DEMOLITION PLAN SHEET: 3 OF: CD N Q J P'� 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 O) T 0 W a rr LU O Cn Q Z J C; `) z � -- _o ~ N Q z z O U 0 0 0 U W LLj N I w W N v 9 9i l PR-OP0SED \38p \ PROPERTY LINE (TYP) \ / /0 I / CONSTRUCTION FENCE (TYP) j-N35'487E 1083.01'-SS (10 3.3REF.1) (109 3.45 REF.2) �SD S I 1 CLEAR AND GRADE PERMIT 2 CLEAR AND GRADE PERMIT RESUBMITTAL Call 811 3 CLEAR AND GRADE PERMIT RESUBMITTAL • ® two business days before you dig N0. REVISION TJP 08/10/211 JSF SURVEYED: ZLN TJP 08/11/21 JSF DESIGNED: TJP/JRN TJP 09/10/21 JSF DRAWN: TAD/KSA CHECKED: MNF BY DATE APPR APPROVED: JSF M 00. 0 20 40 180 1 inch = 40 feet 09/10/2021 TO CITY MAIN IN NE 10TH ST. THE ON -SITE MAIN HAS ALREADY BEEN DISCONNECTED CONSTRUCTION NOTES: AT THAT POINT. T CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON WATER OPERATIONS AND MAINTENANCE TO CLOSE VALVES AT NE 10TI I STREET AND AT HARRINGTON PLACE NE, AND CUT AND CAP WATER MAIN WITHIN LIMITS OF DEMOLITION. SEE WATER PLANS FOR NEW CONNECTION AND EXTENSION. 100 O2 CONTRACTOR SHALL COORDINATE WITH COMMUNICATION UTILITY PURVEYOR FOR DEMOLITION � OF EXISTING COMMUNICATION SERVICE, UNDER SEPARATE PERMIT. cY) O O3 CONTRACTOR SHALL COORDINATE WITH PSE FOR DEMOLITION OF EXISTING ELECTRICAL O r SERVICE PRIOR TO CONSTRUCTION, UNDER SEPARATE PERMIT. N C ® CONTRACTOR SHALL COORDINATE WITH PSE FOR DEMOLITION EXISTING GAS SERVICE PRIOR TO CONSTRUCTION, UNDER SEPARATE PERMIT. 3 O5 RETIRE EXISTING WATER SERVICE. 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 WITHIN THE ROW, MIXED USE BUILDING A, AND MIXED USE BUILIDING B ARE SUBSTANTIALLY COMPLETE. CONTRACTOR SHALL PROVIDE TESC MEASURES AS REQUIRED. O7 PROVIDE AND FIELD LOCATE CONSTRUCTION FENCING, SIGNAGE, AND BARRIERS AS O REQUIRED BY THE CITY OF RENTON AND AS NECESSARY TO PREVENT UNAUTHORIZED co ACCESS INTO DEMOLITION AREA. O O ® EXISTING RETAINING WALL IN PARKING LOT ALONG NEW SUNSET BLVD TO REMAIN UNTIL O p FINAL PHASE OF CONSTRUCTION. Q DEMOLITION NOTES: J 1. ALL EXISTING SURFACE STRUCTURES, UNDERGROUND UTILITIES 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 DEMOLITION ACTIVITIES PRIOR TO START OF DEMOLITION. co co 3. COORDINATE DEMOLITION ACTIVITIES WITH AFFECTED UTILITY OWNERS. ADJUST DEPTH OF MO EXISTING UTILITIES TO REMAIN PER UTILITY OWNER REQUIREMENTS. O O 4. ALL EXISTING UTILITIES AND IMPROVEMENTS ON ADJACENT PROPERTIES AND WITHIN THE T 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 DEMOLITION AND ABATEMENT UNDER SEPARATE PERMIT. 1CPff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www_knff_cnm SCALE: HORIZONTAL: VERTICAL: NADVD 9189 �1991 AS NOTED + CITY OF RENTON ONE INCH DATUM • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY I rnrkin. — — PROPERTY LINE/ROW LINE — — — PROPOSED PROPERTY LINE ROW CENTERLINE LIMITS OF DISTURBANCE TREE PROTECTION TEMPORARY CONSTRUCTION FENCE SAWCUT R-419004 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' SURFACE WATER UTILITY msippo 09/27/2021 krevans 09/27/2021Vito ' WASTEWATER UTILITY =R WATER UTILITY jhobson 09/28/2021 IFitzJames 09/29/2021 DATE: SOLERA 2842 NE SUNSET BLVD FIELDBOOK: PAGE: RENTON WA 98056 7 DRAWING N0: C1.01 DEMOLITION PLAN SHEET: 4 OF: 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. • • • r , �' •♦,• • •♦� ♦ t��o��o♦ j�\fib • �� • HYDRANT R ,, 1 1 1 �� 1 �•• - • - -i♦�' �� �3 - 1TRUCTION ■ ■ METER FROM CITY IS IRED FOR USE. 6-17 • ,r , .I`. � —�_ � -- 'r - • I � 71111111�illlllii -�:����r r��lp � � .�• ' �� � �\ ' j • ' �_\ � _ • ♦♦ • = ash _ — -_ - - = �'��- � I ,I ���w�, � � - _ ♦ G • ,• • l A�,�`i� e � • �. ` �• �����;'/// / •• • '' ♦\ ■ 1 1 1 1 •41= _ _ //JJ Ire♦� \ \ ' I • tI ■ ♦ � 1 Z �® I � � � • LJ� � 1 � 11� I � � Z� ��_Q',� ��.� I��`• I I�i ,♦ • ��� `���� cam, iSj ♦ I •• 7 ��� ;%.P� / � i • , w ` •ill � '..'!� •. � . ��. 1 1 , � � � ■ � 1, I % % �: • � ',.\ •'<.` �o _ 'i��..� ``'. • ♦ � � � ♦ I III :1,?.,: - ���\► ♦ -♦ 7j►•Y� - ; in.. 1 • • a��l��..�1:::. �' �`��%''?�INO- =■ Q •� ��� �.:r:-��— `�"1\I�3-JI■�lr�� ,�iti���r� _ a■Ira--t��� .i1�1l_�i1�ir��� ��ei i/'�- � !1 , ■ ■ ■ � �/ � � °'� ;"' � • �' • ♦'��. 0�..� �� err �r ' �11` - ■ ��_ �'- • - _ • ! .• :. 1 � . i 1 r: ;:'C ^-^� :Z� � - - �77J�■ 1'-�7�I�� �i r/,4�►�7�l�iY�' O —__ _r�� ��i � • ■ �• ■ _�: � o {'`' • ♦. • PAM ■ I 1 . ,�?i�lll� � � _ G-- --- --`n an • r ��'� r a G� n i.—.,�■�t•iars ';.,��II°, � /' � ♦ • �•�j� �.1�. • . �' � ; . �s — - �,�■�• � ten= ��-�7► � I � � �\ • ._. • \� a I � I I I I : •�• .A c� • V ��----��U • '•` '•• • •� ♦ � _ � ♦` :-r ;a � , gyp, - � � A I/` � � � ���i►7✓l�i'I/tea �� �; y - • �� ��r � � �� �, - _�_ ��Vh9 • s� �� _iMrv.,.��s.>�r� ��a��'� • 1 ����i:c>uvR!!�><r►7�'� • � �-//���l� /�S $� ♦ / ♦ I �, '. ,. . � _ '. � 1 1 1 � 1 1 - __-- - - - � - -- ���- : ■ it 1 ��] I � �,��j . � ��,� �jt � �♦�� � • ` • � G� ':I If .•..• �. � ♦■ � 1 ■ 1 1 ■ 1 1 1 i� �_�_��� - - — __ ��_ � I�� 1 1 ��r \ 'IIT� �,; I '� � I�' ..� `�i • i� � ' ♦ � y- , . 1�1� .I J� - - . III �, "� 1 1 1 1 1 1 1 11 1 1 M 1 ��I� 1 ,,�!�� .gip �'� �.,,, 1 �; • ,,. _ t3• �„ " �� III � J ". .:. • • I'� ��� . � ,11 1 � � 1 � 1 1 1 ■ _ , ���■�. � . � � A � �� � -��;. �I�. ��� � r 1 .` •♦ .�. � � � I� �' • � II _ __ � �II��� I ' 1. � . 1 � 1 .1 1 � � � III.: _, .� ,��. �����. ,.: c. ♦ �1%J �/I I_ ♦• - I +�/ / � ■ L � : !I ■ � I � • � . 1111,1��1 \ ♦. � .p� ��� ♦ �� S+ �.. • • �i .• � ■ • '.I ;_ I .,,,�rll� � :,i /' � � f u lid cr--� E�/� v� � •I, �, 1 i 1 1 1 •. � c .• �1.. , � • � ♦��i�a� eaa- Q (� „ria:r•> >rc_ur�ir.>_ �1.rr�lr��si� . _♦ct�Jrri�-r�� • � , • a a � ..` • �r���L^l• ��r .; .; ` r•: `�\_17L7•��1•Af��— a �%I = ��1��� � - � I,� • , ® _� �:. ��� - �..—�.-��- �� � ■>!■Iu�� .._ �r�•r��_ _ -_ ��—�'���_ / _ _ ,��—�_ —��1Mad 1 S�`ai�r/ter �� +� Fi�,,•.��� i,y�i�F;." ':. ��_ �;.amnm :3�3iya �' ��TSi.J•n�,�1 ;�E. 'J-—'�7L���.�-::��_ �_ G/S' F- ,i-,�' � _ 1 1 Il�as�ill • • ��� _ — - — -- — �, --__ , __ - __ --_ fir.= � • � III♦ • • • ■ 1 1 ' I I • t. - ,��� I�•a a ��"n���1.���i��rr�����74�C�_ Z■�- - ���IL I • o ' DO.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 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. 3. 12" TEMPORARY DUCTILE IRON CULVERTS SHALL BE FIELD FIT TO 11. WHEEL WASH SHALL BE USED AND MAINTAINED DURING EARTHWORK 0 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 Ith- SUNSET LANE CLOSURE. LEGEND 4. APPLY HYDROSEED WITH TACKIFIER TO EXPOSED SOILS IN DISTURBED AREAS AND SLOPES TO STABILIZE SOILS AND PREVENT 12. INSTALL OUTLET PROTECTION AT THE OUTLETS OF ALL PIPES, — — PROPERTY LINE/ ROW LINE in ROCK ARMORING EROSION. DITCHES, CULVERTS, OR OTHER APPROVED CONVEYANCES, AND o 25 50 100 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-419005 FENCE RUNOFF FROM DRAINAGE AREAS AND CONVEY THE RUNOFF TO THE > — INTERCEPTOR SWALE SUMP AND PUMP. 13. CONTRACTOR SHALL MONITOR DISCHARGE FLOW AND WATER s IN COMPLIANCE WITH CITY OF RENTON STANDARDS SILT FENCE QUALITY OF DISCHARGE INTO THE CITY'S STORM SYSTEM TO MEET �, of `� ' >RAsx�' CHECK DAM 9. INSTALL STABILIZED CONSTRUCTION ENTRANCE. IF CONSTRUCTION ECOLOGY'S AND CITY OF RENTON'S TURBIDITY DISCHARGE AND PH �4��� �� � � o � to DEVELOPMENT ENGINEERING SURFACE WATER UTILITY FORCE MAIN ENTRANCES ARE NOT PREVENTING SEDIMENT FROM BEING TRACKED REQUIREMENTS PER THE SWPPP. 10 ❑� msi o 09/27/2021 krevans 09/27/2021 CATCH BASIN INSERT ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE -� pp �� 00�0000O STABILIZED CONSTRUCTION STREETS FREE OF SEDIMENT SHALL BE IMPLEMENTED SUCH AS 39847 4 1601 5th Avenue, Suite 1600 ENTRANCE �--� FLOW DIRECTION INCREASING THE DIMENSIONS OF THE ENTRANCE AND/OR THE 3,0 �'�GISTEg�� �w`�' Seattle, WA 98101 INSTALLATION OF A WHEEL WASH OR WASH PAD. IONAL E��� 206.622.5822 WATER UTILITY LIMITS OF DISTURBANCE TEMPORARY CULVERT 09/10/2021 www.kpff.com IFitzJames 09/29/2021 0 1 CLEAR AND GRADE PERMIT Tip 08/10/21 JSF SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 2 CLEAR AND GRADE PERMIT RESUBMITTAL Tip 08 EXISTING TREE TO BE /11 /21 JSF DESIGNED: zLN AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF SOLERA I � ��- FIELDBOOK: PROTECTED 3 CLEAR AND GRADE PERMIT RESUBMITTAL Tip 09/10/21 JSF TJP/JRN RENTON 2842 NE SUNSET BLVD N • Call 811 DRAWN:TAD/KSA ONE INCH DATUM RENTON WA 98056 PAGE: 7 DRAWING N0: • ■ two business days CHECKED: AT FULL SCALE Planning/Building/Public Works De t. w MNFP C3.00 g IF NOT ONE INCH w before you digCL N0. REVISION BY DATE APPR APPROVED: SHEET: OF: LL JSF SCALE ACCORDINGLY TESC PLAN 5 9 SEDIMENT POND FACILITY TABLE TRIBUTARY 10—YEAR MIN. SURFACE DIMENSION FACILITY AREA (AC) FLOW (CFS) AREA (SF) SHOWN (FT) SEDIMENT POND 8.20 4.51 t 9,382 56'x168' N Q J T N CU 4 MM H 1 O N Q D J m H • H 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. T I W I— Q fY W I rO VJ or U 0 0 I N DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SEDIMEN' DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) BELOW INLET GRATE DEVICE ISOMETRIC VIEW sS TE DEVICE RETRIEVAL SYSTEM (TYP.) 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) STD. PLAN - 216,30 PUBLIC WORKS APPR ED: PRDEPARTMENT CATCH BASIN INSERT (jAZ 9/28/2018 VAMOV Pubic Wu,k, Adm --t., DATE CATCH BASIN INSERT NTS 3 C3.00 :45 AP DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 LEVEL BOTTOM 12" 'AIN. 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT 2 2 MAX. MAX. -11 1 1. CONDITIONS OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20HA V (OR LESS) 3-5 % 300 FEET (10 TO 20)H:1 V 5-10 % 200 FEET (4TO10)H:1V 10-25% 100FEET (2 TO 4)H:1 V 25-50 % 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 217.10 PUBLIC WORKS D. INTERCEPTOR SWALE PPR 9/28/2018 DEPARTMENT GAZ Pubic Works Admini t-.1 DATE INTERCEPTOR SWALE NTS • Call 811 • ® two business days before you dig 1 CLEAR AND GRADE PERMIT TJP 08/10/211 JSF 2 CLEAR AND GRADE PERMIT RESUBMITTAL TJP 08/11/21 JSF 3 CLEAR AND GRADE PERMIT RESUBMITTAL TJP 09/10/21 JSF NO. REVISION BY DATE APPR 4 C3.00 :45 AN SURVEYED: SCALE: ZLN AS NOTED DESIGNED: TJP/JRN DRAWN: TAD/KSA ONE INCH CHECKED: MNF AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: JSF DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 0— K oc FLOW uy OO <5OOo PLAN SECTION B DITCH CHECK DAM (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2A1 ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY, 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 217.40 PUBLIC WORKS DITCH CHECK DAMS PPR D. 9/28/2018 PRI DEPARTMENT GAZ Pubic Woks Ad.,--m, DATE CHECK DAM NTS R-419007 5 C3.00 :45 AN IN COMPLIANCE WITH CITY OF RENTON STANDARDS jKPff EDEVEiLOPMENT ENGINEERINGIL Ekreva:rns E WATER UTILITY o 09/27/2021 09/27/2021 ' 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 09/10/2021 www•kpff.com VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 A11016[% I CITY OF ;R RENTON DATUM • Planning/Building/Public Works Dept. SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 TESC DETAILS DATE: PAGE: C3.1 1 SHEET: OF: 7 9 T N U J 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 T I W I — Q z J DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 KEY DIVIDER INTO SLOPE TO PREVENT FLOW AROUND SIDES EMERGENCY OVERFLOW SPILLWAY POND LENGTH (3 TO 6 TIMES THE MAX. POND WIDTH) INFLO------------- WO��� SILT FENCE OR RISER DISCHARGE TO To EQUIVALENT DIVIDER PIPE CONVEYANCE, OUTLET, OR LEVELSPREADER RISER PIPE (PRINCIPAL SPILLWAY), OPEN AT TOP WITH DEBRIS BARRIER, CREST OF SEE STD. PLAN 234.20 FEMERGENCY SPILLWAY 6' MIN. 12"MIN. DEWATERING DEVICE (SEE RISER DETAIL, STD. PLAN 216.10)EMBANKMENT COMPACTED o A PERVIOUS MATERIALS SUCH AS GRAVEL 12" OR CLEAN SAND SHALL NOT BE USED 3.5' ayG WIRE -BACKED SILT FENCE, STAKED MIN. HAY BALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER DEWATERING ORIFICE DISCHARGE TO STABILIZED CONCRETE BASE / CONVEYANCE, OUTLET, OR LEVELSPREADER NOTES: 1. CONDITION OF USE 1.1. A SEDIMENT POND SHALL BE USED WHERE THE CONTRIBUTING DRAINAGE AREA IS 3 ACRES OR MORE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE POND SHALL BE DIVIDED INTO TWO ROUGHLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLOWING MOVEMENT OF WATER BETWEEN CELLS. THE DIVIDER SHALL BE AT LEAST ONE HALF OF THE HEIGHT OF THE RISER. WIRE - BACKED, 2-TO 3 FOOT HIGH, EXTRA STRENGTH FILTER FABRIC SUPPORTED BY TREATED 4"X4"s MAY BE USED AS A DIVIDER. ALTERNATIVELY, STAKED STRAW BALES WRAPPED WITH FILTER FABRIC MAY BE USED. 2.2. IF THE POND IS MORE THAN 6 FEET DEEP, A DIFFERENT MECHANISM MUST BE PROPOSED. 2.3. TO AID IN DETERMINING SEDIMENT DEPTH, ONE -FOOT INTERVALS SHALL BE PROMINENTLY MARKED ON THE RISER. 3. MAINTENANCE STANDARDS 3.1. SEDIMENT SHALL HL REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 3.2. ANY DAMAGES TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) A1110STD. PLAN - 216.00 V'RI PUBLIC WORKS SEDIMENT POND PLAN VIEW AND p DEPARTMENT CROSS SECTIONS[�4a""r"t'qi'n'c'by: "yastucha 8/13/2020 �1=04491P DATE SEDIMENT POND NTS 6 C3.00 1 8:4 • Call 811 • ® two business days before you dig PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP _­\ PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER 2" MIN. LARGER THAN DEWATERING ORIFICE. TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 / RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP WITH DEBRIS BARRIER, SEE STD. PLAN 234.20 CORRUGATED METAL RISER 3.5' MIN. WATERTIGHT COUPLING i— TACK WELD DEWATERING ORIFICE, SCH 40 STEEL STUB, MIN. ° 6" MIN. DIAMETER AS PER CALCULATIONS IN SECTION D.2.1.5.2 OF I THE CITY OF RENTON SURFACE WATER DESIGN MANUAL 4 L �I a ° � a ° ° d a n � 18" MIN. CONCRETE BASE (ALTERNATIVELY, METAL STAKES AND WIRE ° MAY BE USED TO PREVENT FLOTATION) V° d °a ° a ° a 2 x RISER DIA. MIN... 1. SEE CONSTRUCTION PLANS FOg'SEECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 216.10 +� + PUBLIC WORKS eud6Y: DEPARTMENT SEDIMENT POND RISER DETAIL 4 8/13/202 p�yart�ipn, Pastucha glgRa�kfk{BG�¢,4�D. DATE SEDIMENT POND RISER NTS 1 CLEAR AND GRADE PERMIT TJP 08/10/21 2 CLEAR AND GRADE PERMIT RESUBMITTAL TJP 08/11/21 3 CLEAR AND GRADE PERMIT RESUBMITTAL TJP 09/10/21 We REVISION C3.00 JSF SURVEYED: ZLN JSF DESIGNED: JSF TJP/JRN DRAWN: TAD/KSA CHECKED: MNF AP P R APPROVED: JSF I 8:z ASPHALT SAW CUT LINE AT ENTIRE PERIMETER OF 1:1.5 SLOPE TO WITHIN THREE FEET OF FOUNDATION OF STRUCTURE. OCCURS AROUND ENTIRE A & B BUILDINGS ALL EXISTING ASPHALT TO REMAIN OUTSIDE OF BUILDING FOOTPRINT FOR EROSION AND SEDIMENT CONTROL MEASURES. DEMOLITION AND REMOVAL OF ASPHALT TO OCCUR AT A LATER DATE. 09/10/2021 M I— C14 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—FOOT ON —CENTER MAXIMUM. ZIP TIES TO BE USED TO SECURE SNOW FENCE TO METAL STAKES. ASPHALT VARIES IN THICKNESS. SLOPE TO BEGIN FOUR TO SIX INCHES BELOW TOP OF ASPHALT AND TO BE COVERED WITH VISQUEEN & SANDBAGS UNTIL BACKFILLING OF STRUCTURE CAN BE ACHIEVED. SAND BAGS TO BE SECURED BY NYLON ROPE AND STAKING AS NECESSARY TO PREVENT VISQUEEN FROM BEING MOVED DURING WEATHER EVENTS. SLOPE TO BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL SUCH TIME SLOPE IS REMOVED AND \'�\\1 REPLACED WITH BACKFILL TO STRUCTURE. SNOW FENCE NTS 1q)ff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.knff.cnm SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF RENTON ONE INCH DATUM L) AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 �I IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0SURFACE WATER UTILITY msippo 09/27/2021 krevans 09/27/2021 ' DATE: SOLERA 2842 NE SUNSET B LV D FIELDBOOK: PAGE: RENTON WA 98056 7 DRAWING NO: C3.12 TESC DETAILS SHEET: Q OF: 9 T N C MM M A N Q J T LU 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. OpG �_ SD ' O 9 s A o s °�� p % Co G p "GL yq.°sO °yo��� 9 'LG : Op A" rJ O / s s o----�9so A °o''3/6•E ./ (nl �D—,4, °��o09AO SD y5 ------ SD —as -- - --q S SD 2514� °o O`°pW OO1 O WOn ........... O/t p O \ s O Q, °,c\ �� °� � 2 m °p'�ro"�'�'f kP '.3 \'�9 � � � 4y�„351 //° TVV P � 9 `y� `Y� J � '/ 6'' 9i � - - - - - - - - _ •may � m � o c m w,c c, . o. .� / / �! r • • O J' o / �j / ° CF lei C'O jQ��O 70 O wo 6 %i lL to 6 : Li — — _353' V O i , , p� 2 y o 9j °� 9 F S p / sz 6 ; = C) 1 d / / Y I �� / 1 Q 352 s O / CQ : I / o� / I s o ?� / 4- �o-'Ova ? 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SHOWN FOR /l 5 TOP OF PAVEMENT, TYP 5 EXISTING TOP OF PAVEMENT, TYP v EXISTING TOP OF PAVEMENT, TYP s+yam °�° s s0��� �� — -- -- -- -- -- -- -- -- L J -- -- T _ / REFERENCE ONLY. O o 1�- 9G,� p LLJ ss�s�°° o`er 1 5 o --- -- / - ��s- ---- ---� N o BOE - 350.75 N PROTECT EXISTING TREE TO REMAIN _ o I w I I FUTURE BUILDING A 1.5:1, TYP z LEVEL P1. SHOWN FOR 01 TOP OF EXCAVATION 0.5 — REFERENCE ONLY. FT BELOW EXISTING TOP �� MIXED USE 1.5:1 TYP ol OF PAVEMENT, TYP BUILDING B FUTURE BUILDING B o _ \ o I BOE = 346.17 OG o of 9 ��o°/ 3 ' I LEVEL P1. SHOWN FOR I I �t I 1.5:1, TYP .ems s s c I REFERENCE ONLY. N MIXED U S E °��s�� �� w° I BOE = 336.00 O S�iG�� J � � ? oy � . PROPOSED SUNSET SHELL BUILDING A f�? A C-STORE REDEVELOPMENT I I I x =1N a SHOWN FOR REFERENCE ONLY 0 00 �oA $ I 1.5:1, TYP / cf) J 5 U O r' — �y S — — — SS x p -p o ® _'lp o Q �� , 2 b A b� �? B SS7 b Tl \ \ '.566 `' 388- 7 ^ �� tiw -i-E (ISaS — ' e J W 2 W W W W _t t W W I W W VtN W s 1+00 I 2+00 I 3+0 1I���� I 4+00 5 5+00/ I m �9 5+00 1 _ CIT �7+00 S� 8+00 9+00 1*+ 3 ��� S .S s� ss N354]•E O1 (1083.3EF.1) -�bbC ` REF.1) LL j U % ` I 0 •-_ I 0 (1083.45 REF.2) (1 3.45 REF.2) 0 ° !/ s� / / fir' 'Lp I rs I/ I SD I I SD SD / SD SD I SD SD SD SD ° \ S I / N BOULE 00 [m V I co yg1 C) Q� `' U \� ��Tss� 0 \ %goo / v" •: 3 O `\ u '38s V , 35B_ ti.Y OFp Cp�ss s) J �6��� o TOP OF EXCAVATION 0.5 ��o FT BELOW EXISTING TOP oc;� OF PAVEMENT, TYP J S- SS SS WD SD W — S\so�� s�ss�sS ss O o F O\ D O°s, J D S D SS W S W O , W c �, m ya SS SS \ ,pi ,•'Ai G 'A, �'�i � 'pi O /�''��i'�i A s OOo 3 WI - C , ��o �o M OO �6o � �.� s �� psi ss'� o o =000 oo° ° o 6l o� �s to p `°ssr;s � C' v' J 6' . v' C' -( / O s c' . O v' / / O 6 r' u' / 6 6 A, p, o C' �i O c� :O O I S (J �: O �O C ° z �'� F O 2 O0 6 C O , r'; O 2 r' �. ` 0�2° O c' , /�tnfj Lib 6 cp O 2 pS " 5 os c'.C' O v's C �c OpO�%C .6 �' p 2 O p q 9 �� O 'li O O C C @� C' / 6 s , c',CO 6 / 's O O .� S �'� Apr'' O ��� "<p ( \ / F 6cp '6 , \ 6 / O>N Od' '/'Oe'6� O2 ,/O /F9 �� 6 e�. ° 6 S /� O 'G , \ 6 FO% �S9 6 s �e�( p/ s `' 6>� �,� o l�c�. O O C ( \ Cc SC1 �p OOp�O s O \ S O �c s c' u'6 p piLC `a�`, / s w C,Y� J O F �66 ,per 6� � �, J ��2 X� _,' v'ss� c6 C O > �j Vp / / d'sj� �6 \ ?r'6�� �`_ c�o'� o sC'/ �s os o� �Fs �'s• � Js�` sss,. s'9° o / \ \ s sue' �F sos o s J� rns o � �F s\ \ \� o s� o s� Jo �'/o sp Os J p•� �s s�oc�p'° Jos s'o 007�� �1< J �� o F 6�p 7 � F o ��j s� �s�O J ��'/� , J A �2iyJ yqo J LEGEND: NOTES: O TOP OF EXCAVATION DASHED LINE ALSO REPRESENTS ASPHALT SAW CUT LINE. AREAS BEYOND 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL LIMITS OF SAW CUTTING TO REMAIN UNTIL EXTERIOR HARDSCAPES, SIDEWALKS, AND ASPHALT — — PROPERTY LINE/ROW LINE PAVING SEQUENCE OF WORK BEGINS. ADDITIONALLY, SLOPED BANKS AT TOP OF ASPHALT TO TOE REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. OF SLOPE SHALL BE COVERED, AND SANDBAGGED THROUGHOUT DURATION OF PROJECT UNTIL ROW CENTERLINE BACKFILL OPERATIONS ARE READY TO COMMENCE. 0 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. CONCRETE WALL THREE FOOT HIGH ROANGE SNOW FENCE TO BE PLACED WITH METAL STAKES AROUND TOP OF o 25 50 100 3. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT EXCEEDING 12 INCHES IN THICKNESS SLOPE AROUND ENTIRE OPEN EXCAVATION UNTIL SLOPE IS BACKFILLED AND STABILIZED. THREE EXISTING GRADE CONTOUR AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY ACCORDING TO ASTM FOOT ORANGE SNOW FENCE TO BE INSTALLED AT THE ENTIRE PERIMETER OF ASPHALT SAWCUT R-419009 1 inch = 50 feet LINE AND ATTACHED TO FIVE FOOT METAL STAKES AT SIX FEET ON -CENTER MAXIMUM. ZIP TIES TO QD D-695 MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE — — TOP OF EXCAVATION BE USED TO SECURE SNOW FENCE TO METAL STAKES. IN COMPLIANCE WITH CITY OF RENTON STANDARDS THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. pF WASq BOTTOM OF EXCAVATION It. e I��,. 4. ON -SITE SOILS MAY BE USED FOR STRUCTURAL FILL ONLY IF VISUALLY INSPECTED AND APPROVED 5 0 ��,� DEVELOPMENT ENGINEERING % SURFACE WATER UTILITY BY THE PROJECT GEOTECHNICAL ENGINEER. ON -SITE SOILS SHALL BE FREE OF ORGANIC MATERIAL - - msi o 09/27/2021 krevans 09/27/2021 EXISTING TREE TO BE PROTECTED - PP AND COMPACTED PER THE REQUIREMENTS OF NOTE 3 ABOVE. 0 ,U 0 I 0 N LLj O z J v= 1 2 Call 811 3 • ® two business days before you dig FNO. CLEAR AND GRADE PERMIT CLEAR AND GRADE PERMIT RESUBMITTAL CLEAR AND GRADE PERMIT RESUBMITTAL REVISION TJP 08/10/21 JSF SURVEYED: ZLN TJP 08/11/21 JSF DESIGNED: TJP/JRN TJP 09/10/21 JSF DRAWN: TAD/KSA CHECKED: MNF BY DATE APPR APPROVED: JSF ,p 39847 .� Q, 1601 5th Avenue, Suite 1600 �OIST NAL E�Seattle, WA 98101 r WASTEWATER UTILITY 206.622.5822 09/10/2021 www•kpff.com jhobSon 09/28/2021 SCALE: DATE: VERTICAL: NAVD 1988 S O L E R A AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF U1+ FIELDBOOK: RENTON 2842 NE SUNSET BLVD PAGE: RENTON, WA 98056 DRAWING NO: ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. C3.50 IF NOT ONE INCH SCALE ACCORDINGLY MASS EXCAVATION PLAN SHEET: 9 OF: