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HomeMy WebLinkAboutzR-4210setLUA 21-000206 APPROVED CONDITIONS 1.The front yard area of Lot C shall be oriented to the east, towards Aberdeen Ave NE with the secondary front yard facing the shared driveway tract (Tract D). 2. A demolition permit shall be obtained for the removal of all existing residential structures and all required inspections completed prior to the recording of the short plat. 3. A detailed landscape plan shall be submitted at the time of Construction Permit application for review and approval by the Current Planning Project Manager. The detailed landscape plan shall comply with the requirements outline in RMC 4-8-120D.12. Proposed street trees shall be selected from the City5/2 s approved Street Tree list or otherwise approved by the City Arborist. 4. A revised grading plan and final tree retention plan shall be submitted at the time of Construction Permit review for review and approval of the Current Planning Project Manager that includes the retention of as many of the trees located around the perimeter of the project site as feasible as well as a planting plan of any additional trees needed to comply with the minimum tree replacement requirements and minimum tree density requirements. A tree tract may be required for retained trees that do not contribute to a Iots5/2 minimum tree density requirements. Any proposed off -site tree removal requires permission from the neighboring property owner as well as verification that the proposed tree removal would be in compliance with the tree retention and tree density requirements for that lot. 5. Driveway access for Lot C shall be provided off of the shared driveway tract (Tract D). A note to this effect shall be recorded on the face of the final short plat. 6. The front entry for the new home to be constructed on proposed Lot C shall be required to face to the east towards Aberdeen Ave NE. 7. A 6 inch vertical curb shall be installed between the paved driving surface and the bioretention cell/ landscape strip. The curb shall be shown on the detailed landscape plan to be reviewed and approved by the Current Planning Project Manager prior to civil construction permit issuance. 8. A shared maintenance agreement shall be established for the maintenance of common improvements within the subdivision, including, but not limited to the stormwater facility and shared driveway tract Tract D). A note to this effect shall be recorded on the face of the short plat. The agreement and plat note shall be reviewed and approved by the Current Planning Project Manager prior to plat recording. TRAN=NGUYEN DEVELOPME PROPOSED PROJECT LEGAL DESCRIPTION THE SOUTH ONE-HALF OF THE NORTH ONE-HALF OF TRACT 253, C.D. HILLMAM'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NO.4, ACCORDING TO THE PLAN THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON PROPERTY OWNER: LONG & THU THUY NGUYEN & VU TRAN 2309 ABERDEEN AVE NE RENTON, WA 98056 'PROJECT SITE: 2309 ABERDEEN AVE NE RENTON, WA 98056 ABBREVIATIONS COR STD. CITY OF RENTON PVC POLYVINY CHLORIDE ZONING: R-8 STANDARD SSCO SIDE SEWER CLEANOUT DIAM. DIAMETER CDF CONTROL DENSITY FILL NTS MJ NON SCALE MECHANICAL ICAL JOINT TAX PARCEL NUMBER: 3343901963 CONIC CONCRETE CB CATCH BASIN FL FLANGE D.I. DUCTILE IRON PIPE MIN. MINIMUM JURISDICTION: CITY OF RENTON ELE. ELEVATION CL. CLASS IE STA. STATION INVERT ELEVATION N NORTH PARCEL ACREAGE: 37,312 S.F. (0.857 ACRES) AS SURVEYED E EAST S SOUTH W WEST SHEET NO. TITLE C 1.0 COVER SHEET & HORIZONTAL CONTROL PLAN C 2.0 EXISTING SURVEY C 3.0 SITE PLAN C 4.0 TESC NOTES C 5.0 TESC PLAN C 6.0 ACCESS ROAD & GRADATION PLAN C 7.0 COMPOSITE UTILITY PLAN C 8.0 DRAINAGE PLAN & SEWER PLAN C 9.0 WATER PLAN C 10.0 PAVING & STRIPING PLAN C 11.0-12.0 TREE RETETION & PROTECTION PLAN C 13.0 LANDSCAPE DETAILS C 14.0-16.0 TESC DETAILS C 17.0 DRAINAGE NOTES C 18.0 SEWER NOTES C 19.0-20.0 WATER NOTES C 21.0-23.0 DRAINAGE DETAILS C 24.0 SEWER DETAILS C 25.0-26.0 WATER MAIN DETAILS C 27.0-29.0 SIDEWALK DETAILS w a w 3 SURVEYOR SITE SURVEY INC 21923 NE 11TH ST SAM MAM I S H WA 98074 PHONE: 425-2984412 PROJECT ENGINEER: TANDEM ENGINEERING 8822 NE 178TH ST BOTHELL, WA 98011 PHONE: 206-795-5674 SCOPE OF WORKS CONSULTANT CONSTRUCT PRIVATE ACCESS ROAD, DRAINAGE FACILITY, FRONTAGE ROAD IMPROVEMENT, UTILITIES INSTALLATIONS, AND SITE GRADATION. PROPOSED BUILDINGS AND RETAINING WALLS WILL BE IN SEPARATED PERMITS. NO, REVISION SURVEYED: DESIGNED: DRAWN: CHECKED: BY I DATE I APPR I APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON MON NO.266 CITY OF RENTON MON NO.334 Ei �0 co N � C 0 ww z (o > N f� Q Lu O CO z z r 0 CITY OF RENTON MON NO.1839 VICINITY MAP 400 200 0 400 800 SCALE IN FEET N89°07'16"W4 NE 24TH ST 1324.96' S89°19'59"W 1325.82' NE 20TH ST R MONUMENT CONTROL POINTS HORIZONTAL #266 N; 58,347.93 E:397,335.03 #1839 N: 57,570.05 E:397,327.48 REGIONAL FIRE AUTHORITY APPROVED z cthomas 04/24/2023 yqfpE> WASTEWATER UTILITY �'� jstowell04/24/2023 ' 0\I Y 01 • R-421001 VERTICAL #334 ELEL:74.48 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY WATER UTILITY J Farah 04/21 /2023 ABDOUL GAFOUR 04/21/2023 i CURRENT PLANNING ` DEVELOPMENT ENGINEERING UA0W%k Ming 04/21 /2023 yq i 04/21 /2023 RENTON TRAN-NGUYEN DEVELOPMENT COVER SHEET & HORIZONTAL CONTROL PLAN Planning/Building/Public Works Dept. DATE: 3/28/2023 FIELDBOOK: PAGE: DRAWING NO: C-1.0 SHEET: 1 OF: 29 LO O O N U L� W E S GRAPHIC SCALE 10 0 10 20 40 I INCH = 20 FT. LEGEND FOUND 2" BRASS DISK IN CASE OHU OVERHEAD UTILITIES FOUND REBAR AS DESCRIBED a UTILITY POLE SET 5/8" X 24" IRON ROD ❑O GAS METER W/1" YELLOW PLASTIC CAP ® MAILBOX ® STORM DRAIN MANHOLE —❑— WOOD FENCE ® CATCH BASIN CONCRETE WALL ® CATCH BASIN SOLID LID 0 SANITARY SEWER MANHOLE ROCKERY m WATER VALVE ASPHALT SURFACE FIRE HYDRANT ® WATER METER CONCRETE SURFACE —SS— APPROXIMATE LOCATION SANITARY GRAVEL SURFACE SEWER LINE SD APPROXIMATE LOCATION STORM CE CEDAR DRAIN LINE DF DOUGLAS FIR — G _ APPROXIMATE LOCATION UNDERGROUND GAS LINE DS DECIDUOUS W APPROXIMATE LOCATION PI PINE UNDERGROUND WATER LINE SP SPRUCE UGE APPROXIMATE LOCATION UNDERGROUND POWER LINE " INDICATES MULTI -TRUNK LEGAL DESCRIPTION THE SOUTH ONE-HALF OF THE NORTH ONE-HALF OF TRACT 253, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NO.4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARINGS ACCEPTED A BEARING OF N00°30'04"E FOR THE CENTERLINE OF ABERDEEN AVENUE NE BASED ON MONUMENTS FOUND. PROJECT INFORMATION SURVEYOR: PROPERTY OWNER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE: GENERAL NOTES SITE SURVEYING, INC. 21923 NE 11TH ST SAMMAMISH, WA 98074 PHONE: 425.298.4412 LONG NGUYEN, THU THUY NGUYEN AND NGUYENVU TRAN 2309 ABERDEEN AVENUE NE RENTON, WA 98056 334390-1963 2309 ABERDEEN AVENUE NE RENTON, WA 98056 R-8 CITY OF RENTON 37,312 SQ FT (0.857 ACRES) AS SURVEYED 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND SPECTRAPRECISION FOCUS 35 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090, 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JANUARY 2021 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. 6. INVERT ELEVATIONS SHOWN ON THIS SURVEY ARE BASED UPON CITY OF RENTON AS -BUILT DRAWING WWP-27-2825, S-07, DATED JUNE 2000. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. THE MARK IS A MONUMENT IN CASE AT THE INTERSECTION OF NE 24TH STREET AND JONES AVENUE NE. DATUM POINT ID NO.334; ELEVATION: 233.642 FEET (71.214 METERS) NAVD 88 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. 3: _ CITY OF RENTON N co CONTROL POINT NO. 266 M M M O U CITY OF RENTON MON NO. 334 CITY OF RENTON CONTROL HORIZONTAL VERTICAL #266 #334 N:58,347.93 ELEV:74.48 E: 397,335.03 #1839 N: 57,570.05 E: 397,327.48 S89°07'16"W 1324.96' NE 24TH STREET i I I I 3S NO' uP91;9005 PP�3901966 RNSP 9a0y1� SSh N0• I 10' SANITARY RIM = 274.do < SEWER EASEMENT P P�a55 o Zt 0 PP�aSy°° p f I ONE GPG�y9"61 S(�Z00, JO FOUND REBAR & I CAP (22962) 1 i 0.11'S&0.22'E l 9 c �. d � I ROOF OVERHANG QP�G�yoo�01I (TYPICAL) 6p29 I I I I I I I I I SoO N���'MPoF A� PG 82 G GPFtOEN JO\- PP' �39oN9 0 33 SDMH RIM = 286.64' CB INV S-E = 261.43' RIM = 284.75' INV W = 279.16' INV S=279.12' I I I SSMH RIM = 286,35' INV S-E = 261,46' X I 10' UTILITY 0 EASEMENT " ° CB NO RIM = 273,45' O I "S INV NV N = 269.80' x INV S = 269.75' P �g9p" 3 I SSMH RIM = 273.24' I = INV W-S = 266.31' � � O CITY OF RENTON CONTROL POINT NE 20TH STREET NO. 1839 — — CB RIM = 270,88' - INV N = 266,75' SSMH RIM = 274,15' FOUND REBAR & CAP — (38992) S89°19'59"W 1325.82' v i I W' Q 60 � Z z W W 0LL 00 Q I..L �1 v0i 400 SSMH RIM = 271.60' INV W = 265,50' INV WE = 262,54' CB RIM = 271,12' INV N = 269.47' INV S = 268.32' SDMH RIM = 271.34' INV SE = 265.24' INV W = 264.14' INV S = 263,12' INV N = 262,79' CB RIM = 271.23' INV E = 268.51' INV N = 267.78' INV W = 265.88' N_ co rn N N v ui c 0 s V 0 0) � a c E m m •� L w i Z N rn tA N y U o� c a a m m U) 2 y 9 I z 0 z 0 w w w W z \W / W U) W > U_ z Q = z W (D W Z �n OLLJ Z W V O Q 0)0—O O M N PROJECT NO. 20-595 DRAWN BY: MTS CHECKED BY: TNW DATE: 1 /6/2021 SHEET 1 OF 1 KE 1] 9 O N O W H w Q w EROSION AND SEDIMENT CONTROL (ESC) STANDARD NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. o Ni t y` 7 � O y . SrbSl �O �S�G�AL 3/ 6/2023 4 N0, REVISION SURVEYED: DESIGNED: DRAWN: CHECKED: BY I DATE I APPR I APPROVED: GENERAL NOTE 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD AND THE MOST CURRENT COPY OF WSDOT STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND THE 2022 RENTON SURFACE WATER DESIGN MANUAL. 2. ALL WORKS WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE INSPECTION OF THE CITY ENGINEER OR DESIGNATED REPRESENTATIVE. 3. PRIOR TO ANY CONSTRUCTION INCLUDING CLEARING/LOGGING OR GRADING. THE SITE CLEARING LIMITS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE PROJECT SURVEYOR OR PROJECT ENGINEER AS REQUIRED BY THESE PLANS. THE PROJECT SURVEYOR'S NAME AND PHONE NUMBER IS: TOM, 425-289-4412. 4. THE DEVELOPER AND CONTRACTOR IS RESPONSIBLE FOR WATER QUALITY AS DETERMINED BY THE MONITORING PROGRAM ESTABLISHED BY THE PROJECT ENGINEER. THE PROJECT ENGINEERS NAME AND NUMBER IS: STEVE WU, 206-8895-5674. 5. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF PUBLIC WORKS TO SCHEDULE A PRECONSTRUCTION CONFERENCE. DUE TO FIELD CHANGES, ENGINEERED AS- BUILD IN ACCORDANCE WITH THE 2010 INTERNATIONAL BUILDING CODE SHALL BE REQUIRED PRIOR TO SITE APPROVAL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR UTILITY, ROAD, AND RIGHT OF WAY CONSTRUCTION. THE CONTRACTOR FOR THIS PROJECT IS: WHR PROJECT DEVELOPMENT CONTACT PERSON: WEI HUANG MOBILE PHONE: 206-335-6288 7. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED TESC PLANS PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON SITE EROSION HAS PASSED. SEDIMENT LADEN WATERS SHALL NOT ENTER THE NATURAL DRAINAGE SYSTEM. 8. NON COMPLIANCE WITH REQUIREMENTS FOR EROSION CONTROLS, WATER QUALITY AND CLEARING LIMITS MAY RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL AND BOND FORECLOSURES. 9. TRENCH BACKFILL OF NEW UTILITIES AND STORM DRAINAGE FACILITIES SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (MODIFIED PROCTOR) UNDER ROADWAYS AND 90% MAXIMUM DENSITY SOECDTIOND2 03R.03(14) C) METHOD BWASS D DEFINED INIO HE URRE NT EDITION E PERFORMEOF ITHECA WDA WSDOACORANCE T�ITH STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 10. THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. LOCATIONS OF UTILITIES SHOWN ON CONSTRUCTION PLANS ARE BASED ON BEST RECORDS AVAILABLE AND ARE SUBJECT TO VARIATION. FOR ASSISTANCE IN UTILITY LOCATION, CALL 1-800-424-5555. 11. PRIOR TO CONSTRUCTION THE OWNER AND/OR CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE CITY ENGINEER WHEN CONFLICTS EXIST BETWEEN THE PLANS AND FIELD CONDITIONS. CONFLICTS SHALL BE RESOLVED (INCLUDING PLAN AND PROFILE REVISIONS) AND RESUBMITTED FOR APPROVAL PRIOR TO PROCEEDING WITH CONSTRUCTION. 12. THE CONTRACTOR SHALL KEEP TWO SET OF PLANS ON SITE AT ALL TIME FOR RECORDING AS BUILT INFORMATION, ONE SET SHALL BE SUBMITTED TO THE PROJECT ENGINEER, AND ONE SET SHALL BE SUBMITTED TO THE CITY ENGINEER AT COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF WORK. 13. A GRADING PERMIT ISSUED PURSUANT TO THE 2020 INTERNATIONAL BUILDING CODE, AND APPROVAL OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE OBTAINED FROM THE PLANNING DEPARTMENT PRIOR TO ANY ON SITE GRADING WORK NOT EXPRESSLY EXCEPT BY THE 2010 INTERNATIONAL BUILDING CODE. 14. PRIOR TO COMMENCEMENT OF FRAMING, FINAL DRAINAGE INSPECTION AND APPROVAL OF THE ROOF LEADER AND POSITIVE FOOTING SYSTEMS SHALL BE COMPLETED BY THE BUILDING DEPARTMENT. CONTRACTOR NEED TO SCHEDULE THE INSPECTION APPOITMENT. SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM � CITY OF RENTON Planning/Building/Public Works Dept. R-421004 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING��' yq i 04/21 /2023 TRAN-NGUYEN DEVELOPMENT GENERAL NOTES 3/28/2023 FIELDBOOK: PAGE: DRAWING NO: C-4.0 SHEET: 4 OF: 29 L� O N O W H w Z Z J SILT FENCE SEE COR STD. PLAN 214.00 FOR DETAILS CHECK DAM SEE COR STD. PLAN 217.4 FOR DETAILS IN Q O ,I CONSTRUCTION ENTRANCE SEE COR STD. PLAN 215.10 FOR DETAILS 20"x15' TEMPORARY SEDIMENT TRAP SEE COR STD.211.00 \• X--X_� HVF HVF +_ FIVF HV - --------------------------- - off.- I I w I I r HVF HVF I � '`��• �,� X� r I 4" TEMPORARY PVC CONVEY CLEAN WATER ' / f TO EXISTING CB. !w I I 00 , o �> !M i I Z I N 't• yVF `NVf i - _4 ! I I N X I I �3 O 1 s' ! I O i I J I O 20' ;r HVF�HVF� X i j I 4'z6 SPILL WAY I � I I i I I I O ! I HVF HVF---- X X it HVF HVF MVF - HVF HVF " 9 HVF ..HVF ... .H... I r pit I: .......... HVF HVF -' :-� HVF HVF HVF - HVF HVF i..;._... C.... ., ...F .HVF .......-.. f , I �!..........._....... ... _..................._._...,........_.. __.,_- ...........-FIVE ........ :. I - O F _ 252.60' ... ------ ...... F , O_------ CONSTRUCTION SEQUENCE I I I I I I I I I I I I A I I 11 Z II LU I I I I I I I I I I I \� I I I I . I ,t 20 10 0 20 40 SCALE IN FEET 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. Post sign with name and phone number of CSWPP/ESC supervisor (may be consolidated with the required notice of construction sign). 3. Flag or fence clearing limits. 4. Install catch basin protection as shown on plans. 5. Grade and install construction entrance(s). 6. Install perimeter protection (silt fence as shown on plans). 7. Construct sediment trap as shown on plans. 8. Grade and stabilize construction roads. 9. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. Construct SWPPS controls in anticipation of scheduled construction activity (e.g., concrete -related pH measures for utility, vault or roadway construction) 10. Maintain erosion control measures in accordance with Appendix D of the City of Renton Surface Water Design Manual and manufacturers recommendations. 11. Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control and pollution prevention is always in accordance with the City's Erosion and Sediment Control Standards. 12. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, or equivalent. 13. Stabilize all areas that reach final grade within seven days. 14. Seed or sod any areas to remain unworked for more than 30 days. 15. Upon completion of the project, all disturbed areas must be stabilized and BMPs removed. 3 NO, REVISION SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GEOTEXTILE -,,_3" 3/4'-1.5" WASHED GRAVEL GEOMEMBRANE LINER (SEE C-23 FOR DETAILS) O SEDIMENT OUTLET/TEMPORARY STORAGE TRAP N NTS O O 0 N �j _J INLET PROTECTION �- SEE COR STD. PLAN 216.30 FOR DETAILS N O 0 IN Pre -Construction Site Preparation Phase � 1. Stage equipment away from trees and vegetation to be retained so that existing plants and their roots are protected. 2. Fence off with chain link or construction fencing all entry and exit routes.When planning routes, avoid utility access corridors. a. Protect irrigation and drainage systems shall from damage unless plans call for renovation of such systems. b/ Stake and/or flag clearing limits and tree protection to be verified and approved by the City's clearing and grading inspector at the requiredpreconstruction meeting. c. Project Arborist will supervise and verify the following tree protection measures are in place and comply with the approved tree protection plan. A 6" layer of coarse mulch or woodchips is to be placed beneath the Tree Protection Zone (TPZ) of the protected trees. Mulch is to be kept 12" from the trunk. Tree Protection Fencing of 6" chain link fencing shall be installed around the TPZ of protected tree(s). The fencing can be moved within the TPZ if authorized by the Clearing and Grading Inspector and the Project Arborist but not closer than 2" from the trunk of any tree. Fence posts shall be 1.5" in diameter and are to be driven 2" into the ground. The distance between posts shall not be more than 10".Tree protection fencing shall have a warning signs prominently installed on each fence at 20-foot intervals. The sign shall be a minimum 8.5-inches x 11-inches and clearly state: " WARNING - Tree Protection Zone" LEGEND SILT FENCE HIGH VISIBLE FENCE FOR TREE PROTECTION EXISTING PROPERTY BOUNDARY LINE TREE REMOVED INLET PROTECTION INTERCEPTION DIKE CHECK DAM -X X X X- - HVF - HVF - HVF - HVF - HVF - R-421005 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 04/21 /2023 %;,lf DATE: VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY O F 3/28/2023 RENTON TRAN-NGUYEN DEVELOPMENT FIELDBOOK: PAGE: DATUM TESC PLAN DRAWING N0: Planning/Building/Public Works Dept. C-5.0 SHEET: 5 OF: 29 r N 1 W S INDIVIDUAL DURING DRIVEWAY WILL BUILD EACH BUILDING CONSTRUCTION ASPHALT LANDING PATH MATCH WITH EXISTING PAVEMENT SEE C-28.0 FOR DETAILS 20.50' PAVED ACCESS ROAD —-- - - —_ ——-— IUBT—j� I-273.45 N1 / : - - - . .�.-. _-tr s- - - - - - - - - - - - - - �eWTI;:8/ "we / \J \ .10 - - - -. e e `.� - - -. -, - .-. - - \ - e — 1 - _ ��-- _ _ 273.20 3.24 3.15 N89°0852" . W.62' • _ - .\. - - - _ _ - - \ -e=- - -� - e e - = - - - - - — — ^ G I� 1\ 273.5 3.40 ... .. I 2 2 �. . I r----------- I 11 1 +00 e e � II ---.---- -- --- —.--.--..-----.------- — — — ---' ' I I FUTURE I m c00n BUILDING PERMIT I— — 20' m- �I I i — r N 04 O . .I --- — —— — — — —— —� BSBL -------�\ I I BSBL Q q' BSBL 1 — I \\ I .z . Lu 142' 100 Q FUTURE I � I 20 BSB ors Z I 11 I I BUILDING PERMIT I r- I I Q w I. ' � w I I I I 61.5' 1 2 2 I I D J — I I I I BUILDING PERMET WILL INCLUDE I U) 0- I o LU LU 13.60' BSB I I I BUILDINGS & DRIVEWAYS / B I 01131:Q SIDEWALK PAVE ACCESS ROAD LEGEND BEGIN SIDEWALK, CURB AND GUTTER INSTALLATION SEE COR. STD.PLAN-101 & STD. PLAN-102 BEGIN 2" MILL AND OVERLAY CENMENT CONCETE DRIVEWAY ENTRANCE TYPE C2 SEE COR STD.PLAN -104, 104.2, AND C-28.0 RAN I I 0.5' 5' SIDEWALK OREGON ASH SEE COR STD. PLAN-102 FRAXINUS LA- V N r` N O w 00 J � W I� I u1 I w I ACCESS ROAD EXISTING ROADWAY ��L-Q 50% _2.0% - - - 8.0' PLANTING STRIP 2% /1 . 3.0 GRADE POINT CEMENT DRIVEWAY ENTRANCE PROFILE 30' 0.5' SOD, HYDROSEED / I I I I I FUTURE I OR GROUND COVER I / 1 .1 70 1 BUILDING PERMIT END SIDEWALK, CURB AND GUTTER INSTALLATION COMPACTED SUBGRADE I I I I 1 2 8 2 6 65' SEE COR. STD.PLAN-101 & STD. PLAN-102 I I I I J 2 4 I — — — — —— — O° I. I I I U o ;. I I I I m -1I> I ASPHALT LANDING PATH - 2 1 VC I > o MATCH WITH EXISTING PAVEMENT I I I I N I SEE C-28.0 FOR DETAILS I n� p� 271.4 271 I1 826' \ � J 0 -) 2�d 2 9 \ \ \ 2� \ g 252.60' S89°10'27"W o 270.73 n7 1 Ps3 " . . "Sr � , ` EXISTING EDGE PAVEMENT EXISTING CONTOUR LINE EXISTING PROPERTY BOUNDARY LINE PROPOSED CONTOUR LINE p.+8702 5 I 5:1 TAPER TO MATCH WITH EXISTING PAVEMENT \ \ EXISTING I 1 \ \ \ \ \ GRAVEL DRIVEWAY — - ------ 20 10 0 20 40 SCALE IN FEET i` 0 0 o � �r N w> 270 2+00 0 0 Ln M M _ � O �98% ( NU \ i w ui > O O r,.T v O O r..3 O O L0 � � N O M O O N + 00 04 + N CDO + O � N O CD N O N U J d N w> J > wm w> w> w> -0.50% 2 .00 -2.00% 1+00 ACCESS ROAD PROFILE 270 0+00 END 2" MILL AND OVERLAY LOT ' 1KiC NOTE NTS I 1 %-4% 16' SAWCUT 11 EXISTING ROADWAY 3" HMA (CL 1/2") \ 6" CSBC (COMPACTED DEPTH) STORMWATER LINE SEE COR STD. PLAN-101 FRONTAGE ROAD IMPROVEMENT B-B SECTION NOT TO SCALE ALL SURFACING AND PAVING DEPTH ARE COMPACTED DEPTHS. LIIV r-M (SEE C-23 FOR DETAILS) 35.5' ACCESS TRACT CROSS SECTION A -A SECTION /--\ 11 G CSBC NOT TO SCALE (�) ALL SURFACING AND PAVING DEPTH ARE COMPACTED DEPTHS. 3" ASPHALT TREATED BASE 4" HMA CLASS B ALL DEPTH ABOVE ARE COMPACTED DEPTH R-421006 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FVEYLOPMENT ENGINEERING qi 12/11 /2024 VERTICAL: 1 "=2' HORIZONTAL: 1 "=20 MI` SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 �* DESIGNED: HORIZONTAL: NAD 1983/1991 o C I TY O F 3/28/2023 TRAN-NGUYEN DEVELOPMENT FIELDBOOK: DRAWN: R E N T O N PAGE: ONE INCH V43DATUM ' ACCESS ROAD & GRADATION PLAN DRAWING No: ir-1 �`� CHECKED: C 1 S?E AT FULL SCALE Planning/Building/Public Works Dept. C-6.0 t0 IF NOT ONE INCH Jf1ONAL � NO- REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 6 OF: 29 1 /01 /202 V 7 O r N N d- w a w NOTES 0 12" STORM DRAIN, L=81.0', S=2.0% (ASTM D-3034 PVC) 2O 12" STORM DRAIN, L=60.0', S=2.0% (ASTM D-3034 PVC) O3 12" STORM DRAIN, L=54.0', S=3.0% (ASTM D-3034 PVC) O PLUG THE EXISTING DRAINAGE PIPE AND FILL WITH SAND Q ROOF DRAIN MIN 2% GRADE (ASTM D-3034 PVC) © 6" STORM WATER PIPE MIN. 2.0% (ASTM D-3034 PVC) 2'X4' INFILTRATION TRENCH (FUTU FOR FOOTING DRAIN TOP ELE.=275 BOT ELE.=273. CONNECT WITH EXISTING 8 " SEWER LINE CONTRACTOR SHALL FIELD VERIFY IE SSCO # 1 RIM=275.50 I E=272.80 10' UTILITY EASEMENT SEE COR.STD. 406.1 U H _ C) LL 0 O o � u- CO O m oLO N CO O Lu O N mw -0.5% O -1 0Lu � m w 87' CONNECT WITH EXISTING 8 " SEWER LINE CONTRACTOR SHALL FIELD VERIFY IE BOTTOM INFILTRATION TRENCH ELEVATION NTS SSCO # 2 RIM=275.50 CLEAN OUT TX 87' INFILTRATION TRENCH IE=272.25 SEE COR.STD.226.00 TOP ELE.=271.0 SEE COR.STD.406.1 BOT ELE.=268.50 EXISTING CB REPLACE WITH SEE C-23.0 FOR DETAILS CB TYPE 2 RIM = 273.45' IE (W) = 269.82' IE ( N) = 269.80' I I IE ( S) = 266.24 27V-. a 73.90 7. - �2$------------------- �� e-- e-�� -.--.- =-_-_------------ ---� T' _ - - _ 1 �7�0 =e S = -�-s-s _- - �.p� S- - 15 �s _-�. -s _ , s. - s- =� � � e r� _ =s - - s - - s -= - s -= ='s ZYrzoi �,3.24 o le _ -- __ -------_ _ - - - - 8" D.I. CL.50273.s 2i3.40 .. I. I / SAS S I 2 L=3.0', S=4.0% 2 �1 -' .� � � I STA. 0+70. 9.50' R III I : I I CONTECH STORM FILTER I 1 RIM=271.8 : 1 . IE=269.80 1 1 1 +00 I° 'J: Q 0 SEE C-22.0 FOR DETAILS 1 III I 4-"=-----•----- -.------ - - - - -- FUTURE �. III I BUILDING PER IT CB TYPE 2 I mco I , I - RIM=269.70 I- - - 20' co m co co IE (N)=264.60 co IE (S)=264.50 of �Ck I I r I - - - - -- - - - -- --I ----- -----� I I' BSBL 1 I I BSBL 5 5 I BSBL \\ ,° I �. Z �- +ao Go I. wl 1 I 142' 1 00 1 \ I z \ I I I I I� I 20' BSB D �� Z 1 I Q w 11 I I 1 I 61.5'I 2 2 REMOVED EXISTING CB FUTURE I I> �I WOO BUILDING PERMIT I I `) al m / 1 I 13.60' BSB I I 1 FUTURE 2. :Q ADJUST EXISTING MH TO FLUSH WITH I I I I I BUILDING PERMIT / THE TOP OF SIDEWALK 1 I I 70' I RIM=270.31 --- I . SSCO # 3 RIM=272.20 II I I I 1 2 8 276 5 I 65' / �� I ° rn �. IE=268.20 I I I L-------- I I J 2 4 I---------- / QO I SEE COR.STD.406.1 I I I 00 0. I oco I. II I Icn 5 m I _.�`"' EXISTING SDMH CO*�82 I ° `� I RIM = 271.34' I �,I NIEXST. IE (SE = 265.242�,.a �,.6 IE (� = 263)10 _ O lbo n�cp 1. EXST. IE (S)= 263.12' 252.60' S89°10'27"W 2 .73 �,53EXST. IE( N)= 262.79' I 1 `� REMOVED EXISTING CB I \ I i o , I I I\ INDIVIDUAL 10'X20'INFILTRATION TRENCH WILL BUILD \lj DURING EACH BUILDING CONSTRUCTION LINER WILL BE REQUIRED TO PROTECT AQUIFER MINIMUM OF 5-FOOT SETBACK SHALL BE MAINTAINED BETWEEN THE EDGE OF THE INFILTRATION TRENCH AND ANY STRUCTURE OR PROPERTY LINE. INFILTRATION TRENCH SHALL BE AT LEST 15 FEET AWAY FROM BUILDINGS WITH LEGEND CRAWL SPACE OR BASEMENT ELEVATIONS THAT ARE BELOW THE OVERFLOW POINT OF THE INFILTRATION TRENCH EXISTING EDGE PAVEMENT EXISTING CONTOUR LINE EXISTING PROPERTY BOUNDARY LINE PROPOSED STROM DRAIN LINE 15' PUBLIC WATER MAIN EASEMENT \ \ EXISTING 4 `� I CB TYPE 2 \ GRAVEL DRIVEWAY +00 I � , RIM=270.15 ------------------ �3 I IE (N)=263.30 c i IE (S)=265.08 IE (E)=263.10 1 I � I EXISTING CB rn RIM=270.88 IE (N)=266.70 20 10 0 20 40 SCALE IN FEET O M I �; �.2. `� pT tAfly� �Ar- . S u 4 � f,CIS il�it�0.60 !pf s/0,NAL 10 01/2024 N0. R-421007 S-421002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 011411116 yqi 12/11 /2024 ' SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF f."R RENTON • • Planning/Building/Public Works Dept. TRAN NGUYEN DEVELOPMENT DRAINAGE & SEWER PLAN DATE: 3/28/2023 DESIGNED: FIELDBOOK: PAGE: DRAWN: ONE INCH DRAWING NO: C-8.0 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE APPR APPROVED: SHEET: 8 OF: 29 N LLI F— i c 6'HTLINK. . TREE PROTECTION FENCE. CHAIN SIGN POSTED, STEEL POSTS OR APPROVED LAMINA SEE TED. / SEE NOTES I EQUAL. 5' THICK LAYER OF WOOD CHIP MULCH —MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE DRAWINGS. NOTES: I. PRIOR TO ANY GROUND DISTURBANCE THE TREE PROTECTION ZONE (TPZ)SHALL BE INSPECTED AND APPROVED BY AN ISA CERTIFIED ARBORIST. 2. ALL TREES DESIGNATED FOR PROTECTION SHALL BE PROTECTED FOR THE ENTIRE DURATION OF CONSTRUCTION. TREES SHALL RECIEVE SUPPLEMENTAL WATERING AND MULCHING DURING DRY MONTHS, MAY-OCTOBER. 3. NO EQUIPMENT OR STAGING OF MATERIAL INSIDE TPZ. WHEN ACCESS IS REQUIRED INSIDE THE TPZ, PROTECT SOIL WITH STEEL PLATES OR 3/4-INCH PLYWOOD OVER 5-INCHES OF WOOD CHIP MULCH. 4. AN ARBORIST SHALL BE ON -SITE AND OVERSEE EXCAVATION WORK INSIDE THE TREE PROTECTION ZONE. CONTRACTOR SHALL PLAN CONSTRUCTION METHODS TO MINIMIZE ROOT DISTURBANCE SUCH AS DIRECTIONAL DRILLING INSTEAD OF TRENCHING AND PNEUMATIC OR HAND EXCAVATION TO EXPOSE ROOTS. WHEN ROOTS ARE ENCOUNTERED, EXCAVATION SHALL STOP AND ROOTS SHALL BE CLEANLY PRUNED. 5. NO PRUNING OF LIMBS EQUAL TO OR GREATER THAN 2-IN DIAMETER SHALL BE PERFORMED UNLESS UNDER THE DIRECTION OF PROJECT ARBORIST. TEMPORARY TREE PROTECTION NOT TO SCALE LEGEND LOT LINE PROPOSED RETAINING WALL CONTOUR LINE EXISTING EDGE OF PAVEMENT CLEAR & GRUBBED LIMITS TREE PROTECTION FENCING — — — — — — — —- 278 EXISTING TREE TO PROTECT TREE PROTECTION ZONE (TPZ) I/ 1 MINIMUM LIMITS OF DISTURBANCE ; (MLOD) TREE REMOVED X 1911 1912�� 1914-j' ./ zr6 .. — 1904- — 1903 / 1908 276.0 J.F./ / 4 00 p� pa; Li po V i • \ \ I \ 20' N �- -� BSBL �- r � I • rye � 5, 5, B$BL FL=2 .5 I FL=27 \5 42 F. I Y D' B 4 l / 3,300 A / \I I I u 61.5 2 2 .• L=2k4.0 1928 BL I V, 191 I \ I I / \—�� s• Izs� se4'I6•zrw � 0 1g 191 �` 19 25 \� ♦ ig \ \ 1927 / GRAVE DRIVEWAY --A/-------- 20 10 0 20 40 SCALE IN FEET TREE TABLE TREE C ID COMMONNAME BOTANICAL NAME LOT DEN S¢E (INCHES) MIN. LIMBS OF DISTURBANCE RADIUS (D.s'•DBH) TREE PROTECTION RADIUS (1.2sDSH) TREE CLASSIFICATION STATUS (REMOVE OR RETAIN) 1901 DOUGLAS FIR PSEUDOTSUGA MENZIESII C 33 17 41 LANDMARK RETAIN 1902 DOUGLAS FIR PSEUDOTSUGA MENZIESII C 36 18 45 LANDMARK RETAIN 1903 PURPLELEAF PLUM PRl1NUS CERASIFERA 'ATROPURPUREN C 32 16 40 LANDMARK REMOVE 1904 DOUGLAS FIR PSEUDOTSUGAMENZIESII C 44 22 55 LANDMARK REMOVE 1905 BLUE NOBLE FIR ABIES PROCERA'GLAUCN B 21 11 26 SIGNIGICANT IREMOVE 1906 INCENSE CEDAR CALOCEDRUS DECURRENS B 27 14 34 SIGNIGICANT REMOVE 1907 DOUGLAS FIR PSEUDOTSUGAMENZIESII A 10 5 13 SIGNIGICANT REMOVE 1908 LODGEPOLE PINE MINUS CONTORTA A 19 10 24 SIGNIGICANT REMOVE 1909 WESTERN RED CEDAR THUJA PLICATA A 15 8 19 SIGNIGICANT REMOVE 1910 DOUGLAS FIR PSEUDOTSUGAMENZIESII A 35 18 44 LANDMARK REMOVE 1911 WESTERN RED CEDAR THUJA PLICATA A 9 5 11 SIGNIGICANT REMOVE 1912 WESTERN RED CEDAR THUJA PLICATA A 41 21 51 LANDMARK REMOVE 1913 DOUGLAS FIR PSEUDOTSUGA MENZIESII A 34 17 43 LANDMARK REMOVE 1914 DOUGLAS FIR PSEUDOTSUGAMENZIESII A 28 14 35 SIGNIGICANT REMOVE 1915 DOUGLAS FIR PSEUDOTSUGAMENZIESII B 40 20 50 LANDMARK REMOVE 1916 DOUGLAS FIR PSEUDOTSUGAMENZIESII B 42 21 53 LANDMARK REMOVE 1917 DOUGLAS FIR PSEUDOTSUGAMENZIESII A 33 17 41 LANDMARK RETAIN 1918 DOUGLAS FIR PSEUDOTSUGAMENZIESII A 31 16 39 LANDMARK RETAIN 1919 DOUGLAS FIR PSEUDOTSUGAMENZIESII A 21 11 26 SIGNIGICANT RETAIN 1920 WESTERN RED CEDAR THUJA PLICATA A 16 8 20 SIGNIGICANT RETAIN 1921 DOUGLAS FIR PSEUDOTSUGA MENZIESII N/A 30 15 38 LANDMARK RETAIN 1922 DOUGLAS FIR PSEUDOTSUGA MENZIESII A 30 15 38 LANDMARK RETAIN 1923 DOUGLAS FIR PSEUDOTSUGA MENZIESII B 36 18 45 LANDMARK RETAIN 1924 DOUGLAS FIR PSEUDOTSUGA MENZIESII B 29 15 36 SIGNIGICANT RETAIN 1925 DOUGLAS FIR PSEUDOTSUGAME NZIESII B 24 12 30 SIGNIGICANT RETAIN 1926 DOUGLAS FIR PSEUDOTSUGA MENZIESII N/A 33 1 17 41 LANDMARK RETAIN 1927 CHERRYVARIETY PRUNUS SIR N/A 18 9 23 SIGNIGICANT RETAIN 1928 CHERRY VARIETY PRUNUS SP. A 9 5 11 SIGNIGICANT REMOVE NO. REVISION BY DATE APPR ^^^ PROTECTION MEASURES IN THIS SUBSECTION SHALL APPLY FOR ALL TREES THAT ARE TO BE RETAINED ON SITE AND OFF SITE. OFF -SITE TREES CONTAINING DRIP LINES THAT ENCROACH ONTO THE SITE UNDER CONSTRUCTION SHALL BE CONSIDERED PROTECTED TREES UNLESS IT IS DETERMINED THE ABUTTING PROPERTY OWNER IS IN COMPLIANCE WITH SUBSECTION C OF THIS SECTION, ALLOWED TREE REMOVAL ACTIVITIES. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY: A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. B. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (C'I HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET (1-1/4') FOR EVERY ONE INCH (1') OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50'I INDICATING THE WORDS, 'NO TRESPASSING - PROTECTED TREES,' OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. i p�p°D•�� mo��pa CITY OF RENTON DATUM scue ecovo�a. Planning/Building/Public Works Dept. rza \ I 1+ 0 I TI ON: 11 O I D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: N THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERI WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE T BE RETAINED. UNLESS OTHERWISE APPROVED BY THE CITY. (0 5958. 1 2- 9- 201 9) E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (11) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2'1 IN DIAMETER FOR EACH ONE INCH (I') OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREEDSIZEI2DSPEC IES,1SOI2- 3Lz0OR OTHER CONDITIONS MAY BE F. MULCH LAYER REOUI RED: ALL AREAS WITHIN THE REOUI RED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES 13'1 OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012) G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING J Ding 04/21/2023 TRAN—NGUYEN DEVELOPMENT TREE RETENTION/INVENTORY PLAN & TREE PROTECTION DETAIL c-11.o °i 11 a zs COMMONNAME DECIDUOUS TREES PLANT MATERIAL LIST BOTANICAL NAME QUANTITY ROOT CONDITION REMARKS VINE MAPLE ACER CIRCINATUM 4 #5 CONT. NATURAL FORM KATSURA JAPANESE MAPLE ACER PALMATUM'KATSURA' 2 #5 CONT. NATURAL FORM AUTUMN BRILLIANCE SERVICEBERRY AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE'4 #5 CONT., MULTI -STEM NATURAL FORM, (3) 1" TRUNK MIN. RED OAK QUERCUS RUBRA 2 1.5 IN. CAL. B&B SINGLE LEADER, STAKING REQUIRED HOGAN CEDAR ITHUJA PLICATA'HOGAN' 14 1#5 CONT. ISINGLE LEADER, STAKING REQUIRED GREEN MOUNTAIN LINDEN ITILIA TOMENTOSA'GREEN MOUNTAIN' 14 11.5 IN. CAL. B&B ISTREET TREE GRADE, STAKING REQUIRED SHRUBS VARIEGATED RED TWIG DOGWOOD CORNUS ALBA'ARGENTEO MARGINATA' 15 NO. 2 CONT. VARIEGATED WINTER DAPHNE DAPHNE ODORA'AUREOMARGINATA' 30 NO. 2 CONT. SALAL GAULTHERIA SHALLON 240 NO. 1 CONT. ARNOLD PROMISE WITCH HAZEL HAMAMELIS X INTERMEDIA 'ARNOLD PROMISE' 5 NO. 2 CONT. LITTLE LIME HYDRANGEA HYDRANGEA PANICULATA'JANE' 30 NO. 2 CONT. CREEPING OREGON GRAPE MAHONIA REPENS 390 NO. 1 CONT. TRAIL BLAZER RHODODENDRON RHODODENDRON 'TRAIL BLAZER' 5 NO. 2 CONT. RED HUCKLEBERRY IVACCINIUM PARVIFOLIUM 130 INO. 2 CONT. DAVID VIBURNUM IVIBURNUM DAVIDII 120 INO. 2 CONT. PERENNIALS, ORNAMENTAL GRASSES & FERNS WESTERN MAIDENHAIR FERN ADIANTUM ALEUTICUM 190 NO. 1 CONT. LADY'S MANTLE ALCHEMILLA MOLLIS 100 NO. 1 CONT. MISTY LACE GOAT'S BEARD ARUNCUS 'MISTY LACE' 170 NO. 1 CONT. DUMBO BERGENIA BERGENIA CILIATA'DUMBO' 200 NO. 1 CONT. DEER FERN BLECHNUM SPICANT 200 NO. 1 CONT. ROZANNE GERANIUM GERANIUM X'ROZANNE' 190 NO. 1 CONT. GOLDEN JAPANESE FOREST GRASS HAKONECHLOA MACRA'AUREOLA' 200 NO. 1 CONT. CORAL BELLS HEUCHERA 'GREEN SPICE' 210 NO. 1 CONT. STINKING HELLEBORE HELLEBORUS FOETIDUS 140 NO. 1 CONT. WESTERN SWORD FERN IPOLYSTICHUM MUNITUM 1210 INO. 1 CONT. PLANT MATERIAL SETBACK CHART TYPE EDGE OF PAVEMENT/ GRAVEL FENCES & WALLS SIGNS/ LUMINAIRES EXISTING TREE TRUNK OVERHEAD POWER DRAINAGE STRUCTURE GROUNDCOVER OR FERN 1.5' 1' 1' 3' - 1' SHRUB 1.5' 1' 1' 5' - 1' TA L L S H RU B 5' 1.5' 6' 6' - 6' TREE 10, 10, 15, 10, 20' 10, 1. THE SETBACKS ABOVE ARE MINIMUM SETBACKS FROM CENTER OF PLANT MATERIAL (TRUNK OR STEM) TO FEATURE LISTED IN EACH COLUMN. 2. IN AREAS WHERE SMALL SHRUBS AND GROUNDCOVERS ARE SHOWN ON PLANTING PLAN, BUT THEY CANNOT BE PLANTED WITH REQUIRED SETBACKS, A MIN ONE ROW OF PLANTS SHALL BE PLANTED AT THE SPECIFIED SPACING CENTERED IN THE MIDDLE OF PLANTING AREA. 3. TREE LOCATIONS SHOWN ON PLANTING PLANS ARE APPROXIMATE; IF FIELD ADJUSTMEWNTS ARE NECESSARY, THE SETBACKS ABOVE SHALL APPLY. PLANT SCHEDULE SYMBOL ITYPE ICOMMONNAME IQUANTITY ISPACING MIX A TALL SHRUB VARIEGATED DOGWOOD 15 12-FT O.C. MEDIUM SHRUB VARIEGATED WINTER DAPHNE 30 4-FT O.C. SMALL SHRUB SALAL 240 2-FT O.C. TALL SHRUB ARNOLD PROMISE WITCH HAZEL 5 12-FT O.C. MEDIUM SHRUB LITTLE LIME HYDRANGEA 30 4-FT O.C. GROUNDCOVER CREEPING OREGON GRAPE 240 2-FT O.C. TALL SHRUB TRAIL BLAZER RHODODENDRON 5 12-FT O.C. MEDIUM SHRUB RED HUCKLEBERRY 30 4-FT O.C. MEDIUM SHRUB DAVID VIBURNUM 20 4-FT O.C. FERN WESTERN MAINHAIR FERN 190 2-FT O.C. PERENNIAL LADY'S MANTLE 100 2-FT O.C. PERENNIAL MISTY LACE GOAT'S BEARD 170 2-FT O.C. GROUNDCOVER DUMBO BERGENIA 200 2-FT O.C. FERN DEER FERN 200 2-FT O.C. GROUNDCOVER ROZANNE GERANIUM 140 2-FT O.C. GRASS GROUNDCOVER GOLDEN JAPANESE FOREST GRASS 200 2-FT O.C. GROUNDCOVER CORAL BELLS 210 2-FT O.C. PERENNIAL STINKING HELLEBORE j 140 2-FT O.C. FERN WESTERN SWORD FERN 1 170 2-FT O.C. MIX B gt SMALL SHRUB CREEPING OREGON GRAPE ROZANNE GERANIUM • TURF GRASS SEEDING APPLICATION RATE COMMERCIALLY PREPARED 9,030 SF TURF TYPE GRASS, PERENNIAL 6 LBS PER 1000 SF OR AS RECOMMENDED ON RYEGRASS AS HIGHEST PRODUCT LABEL PERCENTAGE. a w R•i I . If LANDSCAPE NOTES: 1. SEE PLANT SCHEDULE FOR ON CENTER (OC) SPACING. 2. EVENLY DISPERSE SPECIES WITHIN PLANTING AREAS. INSTALL GROUNOCOVERS, PERENNIALS, SMALL SHRUBS AND FERNS IN GROUPS OF 7-9 BY SPECIES IN SWEEPING PATTERNS PARALLEL LENGTHWISE OF BED, KEEPING GROUNOCOVERS IN FRONT OF BED. PLANT MEDIUM SHRUBS MIDDLE TO BACK OF BED IN GROUPS OF 1-3 BY SPECIES AND EVENLY DISPERSED IN PLANTING AREA. PLANT TALL SHRUBS IN MIDDLE TO BACK OF BED A MIN. OF 12' APART, EVENLY DISPERSED. 3. PLANTING WINDOW IS BETWEEN OCTOBER 1 THROUGH MARCH 31.IF PLANTING OCCURS OUTSIDE OF THE PLANTING WINDOW, WATER PLANTS WEEKLY UNTIL OCTOBER 1. 4. ALL TREES REOUIRING STAKING SHALL BE STAKED AND SECURED WITHIN 48 HOURS AFTER PLANTING. TREE STAKING AND TIES TO BE REMOVED AT 1 YEAR FROM PLANTING OR WHEN TREE IS ESTABLISHED. 5. SEE SOIL PREPARTATION DETAILS FOR IN AND OUTSIDE THE TREE PROTECTION ZONE. SURVEYED: DESIGNED: DRAWN: CHECKED: BY I DATE I APPR I APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF RENTON • Planning/Building/Public Works Dept. I II I 20 10 0 20 40 SCALE IN FEET MIX A - RESIDENT SHRUB MIX MIX B - STREET PLANTER SHRUB MIX TURF GRASS AUTUMN BRILLIANCE SERVICEBERRY VINE MAPLE RED OAK KATSURA JAPANESE MAPLE • GREEN MOUNTAIN LINDEN HOGAN CEDAR ° EXISTING SAVE & PROTECT TREE TREE PROTECTION ZONE (TPZ) \�--� R-421P 17 IN COMPLIANCE WITH Cl CURRENT PLANNING JDing 11/25/2024 IS TRAN-NGUYEN DES LANDSCAPE 1 +/ 1-30J LO 0 N U 3" FINE COMPOST SOIL AMENDMENT NON-COMPACI SUBGRADE� STEP 1 3' BARK OR WOOD CHIP MULC 00 / bo /� pm/ �0 (4e STEP 2 STEP 3 STEP 4 STEP 1 PLACE 3" FINE COMPOST 3• AS SOIL AMENDMENT. STEP 2 INCORPORATE SOIL AMENDMENT TO 10" DEPTH. 10, STEP 3 INSTALL BARK OR WOOD CHIP MULCH 3" DEEP. STEP 4 INSTALL PLANT PER DETAIL AND FEATHER BARK MULCH AWAY FROM PLANT 1. SOIL PREPARATION DETAIL APPLIES TO ALL PLANTING AREAS OUTSIDE TREE PROTECTION ZONE OF EXISTING SAVE & PROTECT TREES. 2. PLANTING AREAS WITH COMPACTED SOILS, USED AS CONSTRUCTION ACCESS OR STAGING, SHALL BE DECOMPACTED TO 18" DEPTH PRIOR TO SOIL AMENDMENT OUTSIDE OF TPZ. 3. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 4. COORDINATE SOIL PREPARATION WITH UTILITY LOCATIONS TO AVOID ANY CONFLICT. PROTECT EXISTING UTILITIES AS NEEDED. SOIL PREPARATION - OUTSIDE TREE PROTECTION ZONE SECTION VIEW NOT TO SCALE IF VEGETATION EXISTS WITHIN PLANTING AREA, INSTALL PLANT WITH CARE TO MINIMIZE DISTURBANCE TO EXISTING ROOTS. AREA FOR ADJUSTME ® � ®® 2/3 X ® XX ED / ® ® ® ® ® ® ® (D ® ® ® X = PLANT SPACING (SEE PLANTING PLAN) = PLANT PLANTING AREA LAYOUT, SETBACK, AND WEED CONTROL 3" BARK OR WOOD CHIP MULL 3' FINE COMPOST SOIL AMENDMENT---, SUBGRADE STEP 1 STEP 2 STEP 3 NOT TO SCALE 3' STEP 1 PLACE 3" FINE COMPOST AS SOIL AMENDMENT STEP 2 INSTALL BARK OR WOOD 10' CHIP MULCH 3" DEPTH STEP 3 AMEND PLANTING PIT BACKFILL WITH COMPOST AND INSTALL PLANT. FEATHER BARK MULCH AWAY FROM PLANT 1. SOIL PREPARATION DETAIL APPLIES TO PLANTING AREAS WITHIN TREE PROTECTION ZONE OF EXISTING SAVE & PROTECT TREES. 2. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 3. PLANT SPACING SHALL ADJUST AS NEEDED TO AVOID DAMAGE TO TREE ROOTS. 4. COORDINATE SOIL PREPARATION WITH UTILITY LOCATIONS TO AVOID ANY CONFLICT. PROTECT EXISTING UTILITIES AS NEEDED. SOIL PREPARATION SECTION VIEW w NO. REVISION L� - INSIDE TREE PROTECTION ZONE NOT TO SCALE SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE APPR APPROVED: SCALE: I ONE INCH I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 36" TO 1/3 HT. EXISTIf SOIL FOR UlviivL Ui ki Ui X" I Lu JU1L, UlU PLANTING HOLE 3 TIMES ROOT SPREAD OR ROOT BALL DIAMETER (2) 2X2 WOOD STAKES, 5' HT. FROM FINISHED GRADE. TREE STAKES SHALL BE PLACED JUST OUTSIDE ROOTBALL COMMERCIALLY AVAILABLE FLEXIBLE TREE TIE JPPERMOST ROOT AT SOIL SURFACE 3" DEPTH BARK OR WOOD CHIP MULCH FEATHER BARK MULCH TO BASE OF PLANT. MULCH SHALL NOT CONTACT TREE TRUNK. SOIL SAUCER WATER RETENTION BASIN, 4-6" MIN =INISHED GRADE REMOVE BURLAP OVER THE ROOTBALL AFTER PLACING IN PLANTING HOLE. BACKFILL WITH EXISTING SOIL AMENDED WITH COMPOST -EXCAVATED FOR PLANTING. THOROUGHLY WATER BACKFILL SOIL AFTER PLANTING. STREET TREE PLANTING AND STAKING BALLED AND BURLAPPED MULCH TO SPECIFIED DEPTH FEATHER TO BASE OF PLANT ROOT DEPT 3 TIMES HE ROOT SPREAD IF PLANTING INTO UNAMENDED SOIL NOT TO SCALE TOP OF ROOT CROWN TO BE 1-2 INCHES ABOVE FINISH GRADE MOUND SOIL TO FORM WATERING WELL AT OUTER EDGE OF PLANTING HOLE AMENDED EXISTING SOIL. SEE SOIL PREPARATION DETAILS ON THIS SHEET. BREAK UP ROOTBALL OF CONTAINER PLANTS, PRUNE CIRCLING ROOTS, TYP. CONTAINERIZED PLANTING DETAIL SECTION VIEW firi • CITY OF mm RENTON • Planning/Building/Public Works Dept, NOT TO SCALE R-421018 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Ming 04/21/2023 TRAN-NGUYEN DEVELOPMENT LANDSCAPE DETAILS FIELDBOOK: PAGE: DRAWING NO: C-13.0 SHEET: OF: 1 nA N LO O Q0 O O vl- N u O N O W H w Q w DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED - FILTER FABRIC 4"x4" MIN. TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-112" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) 2' MIN. NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. 2.2 2.3 2.4 2.5 3. 3.1 3.2 3.3 3.4 3.5 AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC-' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. MAINTENANCE STANDARDS ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. PUBLIC WORKS DEPARTMENT SILT FENCE UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 GAZ Public Works Administrator 9/28/2018 DATE : 45 AN DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 INSTALL DRIVE IF THERE IS A R DITCH PRESEN- ROAD STANDAF I►If1T17C- CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD M 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE, STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 215.10 o PUBLIC WORKS APPROVED: ;16R DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 Ic Public Works Administrator DATE R-421010 : 4 5 Ar IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 04/21 /2023 SURVEYED: SCALE: DATE: Ito VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF 3/16/2023 y` DESIGNED: DRAWN: R E N TO N TRAN-NGUYEN DEVELOPMENT FPIGDBOOK: ONE INCH DATUM • T E S C DETAILS PLAN DRAWING N0: fC15 S1E�60 CHECKED: AT FULL SCALE g / g / p C - 1 4.0 /1, Pannin Buildin Public Works Dept. fS / �M SCALE ACCORDINGLY G\.�L 6/2023 ` N0. REVISION BY DATE APPR APPROVED: SHEET: 14 OF: 29 3/ O N O W H w a w STORM DocuSign Envelope ID: 3B1 B34D3-7EOA-476C-ADB3-4329FFEOC108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE CUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY. THE APPLICANT. AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK. DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D -COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 41 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. PUBLIC WORKS SURFACE WATER STANDARD PLAN DEPARTMENT NOTES (1 OF 2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.00 rABeeft:d by: artin Pastucha8/13/2020 Martin Pastucha B)8c1a 1rR@@86"@D_ DATE WATER NOTES AND SPECIFICATIONS DocuSign Envelope ID: 3B1 B34D3-7EOA-476C-ADB3-4329FFEOC108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCH ROCK / 40 - 70% PASSING; • 2 - 4 INCH ROCK / 30 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY THE CITY, FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. PUBLIC WORKS SURFACE WATER STANDARD PLAN DEPARTMENT NOTES (2 OF 2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.10 tFditffii§Red by: artin Pastucha11312020 Martin Pastucha 8®$A3r1 F,®El$BA�D... DATE R-421009 E: :j IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 04/21 /2023 �ui SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY O F DAT3/28/2023 y' DESIGNED: Q = TRAN-NGUYEN DEVELOPMENT FPIEGLDBOOK: DRAWN: RENTON ONE INCH V43• DRAWING NO: 0 4 40 CHECKED: DATUM STORM WATER NOTES •�E f�rstEa Planning/Building/Public Works Dept. C-1 7.0 AT FULL SCALE IF NOT ONE S7O A/2 /2023 SCALE ACCORDINGLY L N0. REVISION BY DATE APPR APPROVED: INCH SHEET: 17 OF: 29 3 O N O W H w Q w DocuSign Envelope ID: 3B1 B34D3-7EOA-476C-ADB3-4329FFEOC108 (1) OPEN PICKHOL PLAN VIEW +.. rL/A I rAl.t hV I rl1U 9" DIA I 4" 8 13/16" DIA 8-1/8" DIA l 10-112" DIA —L (2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA SCREW (ALLENHEAD) W/WSHRS 5/8 ON A 8" DIA BOLT CIRCLE FRAME SECTION COVER SECTION CAST IRON FRAME AND COVER, SEE NOTE 3 — 8" CLASS "B" ASPHALT, SEE NOTE 4 \\ CLEANOUT RISER. SEE NOTE 2 SOIL TIGHT 45' BEND WYE SOIL TIGHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. SEE NOTE 1 TO OVERFLOW STRUCTURE OR STORM MAIN u�Trc. PAVED AREA (TYP.) 121' EXTEND CLEANOUT RISER DESIGN I�{I 2" ABOVE DESIGNSIGN PONDING ELEVATION OR PER PLAN FERNCO GASKETED DESIGN PONDING QUIK CAP OR SIMILAR OR a ELEVATION 4" STREAMBED COBBLES j x j x x j��j/` PER WSDOT 9 03.11(2) Y/4X 4" COMPACTED SAND OR �/ GRAVEL BACKFILL FOR DRAINS ��. PER WSDOT 9-03.12(4) y,,�. 15]d 1 1=1 I I=1 I =1 I Md 11-1 11— I—I 15—d I 1=1 =111-I I I_, 1111 CLEANOUT RISER, -1 11= SEE NOTE 2 I I� MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 �ROSf�hed by: PUBLIC WORKS STORM SYSTEM CLEANOUT 8/13/20 ;lqRDEPARTMENT artin Pastucha • m P%k A Wja4 9D... DATE 110 DocuSign Envelope ID: 3B1 B34D3-7EOA-476C-ADB3-4329FFEOC108 SEE NOTE 2 10' MIN. 5' MIN. D PERFORATED PIPE TO BE LEVEL CLEANOUT PER STD. PLAN 226.00 2' MIN. _L PgFw 3/4" TO 1-112" WASHED DRAIN ROCK OR GRAVEL BACKFILL FOR DRYWELLS PER WSDOT STD SPECIFICATION SECTION 9-03.12(5) YARD DRAIN OR CATCH BASIN WITH SOLID LID ROOF DOWNSPOUT WITH OVERFLOW WYE AND SPLASH BLOCK FLEXIBLE GASKETED CAP PER ASTM D5926 6" MIN. F- 6" MIN. 6" DIA. MIN. PERFORATED PVC, •\ SDR 35 PER ASTM D3034 ER ELEVATION 6" MIN., 6" MIN. VA 12" MIN. 12" MIN. ABOVE SEASONAL HIGH ��\ �'/,24' MIN. GROUNDWATER OR HYDRAULICALLY I_ RESTRICTIVE LAYER 7-7 SECTION A I\If1T IC C. COMPACTED BACKFILL LINER 12" 12" HOUSE HOUSE 6" DIA. MIN. PVC. SDR 35 PER ASTM D3034 FINE MESH SCREEN. SS304 10x10 OR SIMILAR 6" DIA. MIN. PERFORATED PVC, SDR 35 PER ASTM D3034 NON -WOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDOT SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 1. 15' MINIMUM SETBACK FROM INFILTRATION TRENCH TO BUILDINGS WITH CRAWL SPACES, BASEMENTS, OR ELEVATIONS BELOW THE OVERFLOW POINT. 2. REQUIRED TRENCH LENGTH VARIES DEPENDING ON SOIL TYPE, UP TO 100' MAX. WHEN LOCATED IN COARSE SANDS OR COBBLES, INFILTRATION TRENCHES MUST BE AT LEAST 20' IN LENGTH PER 1,000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS, INFILTRATION TRENCHES MUST BE AT LEAST 30' IN LENGTH PER 1,000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. 3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 225.20 ,c PUBLIC WORKS SINGLE FAMILY ROOF DOWNSPOUT I31gOSC�,edby: ��� DEPARTMENT INFILTRATION TRENCH artin Pastucha s/13/202 • " j%ft�Q44,9D... DATE R-421014 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY jstowe1104/24/2023 01 DEVELOPMENT ENGINEERING yq i 04/21 /2023 :01 f �G SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY O F 3/28/2023 y` DESIGNED: DRAWN: R E N TO N TRAN-NGUYEN DEVELOPMENT FPIGDBOOK: ONE INCH • DRAWING NO: Pannin E�60 CHECKED: AT FULL SCALE DATUM g/ Buildin g/Public Works Dept. DRAINAGE DETAILS PLAN C-21.0 CHECKED: S / �M 0S•�L ` N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 21 oE: 29 3/ 6/2023 N O 0 a. w a Z U_ 1 /2"' R. l N I 6 1/2'- -5 1/2" y 1" FACE OF CURB 1 " R. 1:24 T CEMENT CONCRETE TRAFFIC CURB AND GUTTER TOP OF ROADWAY FACE OF ADJACENT CURB 6 1/2"l FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 V-6" DEPRESSED CURB SECTION AT SIDEWALK RAMPS 318' ►-1 9 oil A oil 1p PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT TOP OF ROADWAY 6" CEMENT CONCRETE 112" R. 1" R SIDEWALK RAMP VARIES OR LANDING FROM l 6" TOO T 3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 1/2" I 2" 1 SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 11 TOP OF ROADWAY 1'-6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 1/2" R. FACE OF ADJACENT CURB 1 GUTTER SURFACE I 5 1/2" 1" 1" R FACE OF CURB $ 1/4" CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 TOP OF ROADWAY STD. PLAN — 101 PUBLIC WORKS CEMENT CONCRETE CURBS �0 DEPARTMENT IT 111r, I 6" RAISED EDGE DETAIL LEVEL 112' EXTEND SIDEWALK TRANSVERSE 11W OM R. JOINTS TO INCLUDE RAISED EDGE a 1'-0" 6"1 SIDEWALK 1'-01 1'-0" ROU DING I2-0%J 1 1f2" (IN) R (TYP.) I SEE RAISED EDGE SIDEWALK DETAIL - THIS SHE TYPICAL UNDE ALL CUT MIN. SIDEWALK SLOPES WITH RAISED EDGE 112- (IN) R. (TYP.) 1 2.0% 1 ;t FOR CURB DETAILS SEE STD PLAN 101 BRIDGE OR PEDESTRIAN RAILING 2' - 0" SIDEWALK ADJACENT TO CURB t' _ 0' t 0' MIN ROU DING 1/2- (IN) R. (TYP.) 2-0% 1 a 1.596 ob"oe' �on � BARRIER - SEE SIDEWALK CONTRACT PLANS 1r2' (IN) R. rrYP.) FLUSH 15 47L -% VERTICAL WALL - N �• 1�wr ,Try; ; - SEE DETAIL e 318- (IN) PREMOLDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL FOR SIDE TREATMENT "SEE SIDEWALK BUFFER STRIP THFR (SEE NOTE 10) SIDEWALK 1/2' (IN) R. SECTIONS 1 (TYP ) 'a 1.5°/. 1.5% MIN. - •' FOR CURB DETAILS SEE STD PLAN 101 1/2" ADJACENT TO CURB (STEEP FILL SLOPES) ALL OR BARRIER I SIDEWALK L.3R)"(IN) PREMOLDED JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL FOR CURB DETAILS SEE STD PLAN 101 r -x' • ,/i `V V ,, � hil- "'* �'o U' FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED , a t0 , 6" ADJACENT TO BUFFER STRIP � / q� 06 ,0 3/8' (IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE / FOR CURB DETAILS SEE STD PLAN 101 ,EXJSTING ROADWAY CRUSHED ROCK BAS CRUSHED SURFACING TOP COURSE (CSTC) COMPACT TO 95% MODIFIED PROCTOR (UNLESS REQUIREMENT WANED BY ENGINEER) TYPICAL UNDER ALL CURB, GUTTER S SIDEWALK CSTC UNDER CURB S GUTTER TO BE 15 THICKNESS OR MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP. FOR ALL CURB & GUTTER). 1 FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE r FOR CURB DETAILS SEE STD PLAN 101 BROOMED FINISH OR MATCH EXISTING 4" WIDE, SMOOTH TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) FOR CURB DETAILS SEE STD PLAN 1D1 f Z 1/8• TO 1/4" NOTES I 1. Four feet of the sidewalk width shall be the minimum pedestrian ICONTRACTION 8 D ACTIONALK NOYM • r • ••► a � • r ' • accessible route (;,AR) free of vertical • ► • �o ! and horizontal obstructions. Gratings, •• , • r • ' •r ._ Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH CURB AND SIDEWALK (SEE STD PLAN 101.1) Cable Vaults, Pull Boxes and other appurtenances within the sidewalk s�o must be flush with surface, and match grade of the sidewalk. 2. Monolithic Cement Concrete Curb and Sidewalk Is not permitted in new For other referenced NOTES see construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT Standard Plan F-30.10-03. Paved surfaces must comply with 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. 3r8- C CONTRACTION JOINT JOINT AND FINISH DETAIL • ' • ► . I� • `', �' • r PREMOL O JOINT FILLER E FULL -DEPTH EXPANSION JOINT PUBLIC WORKS CEMENT CONCRETE • PLAN - 102 DEPARTMENT SIDEWALK 1 F'f'f2('; F L) R-421012 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` �' IL yqi 04/21 /2023 O M (A; �► �i' SURVEYED: SCALE: DATE: �� �� •"�'�C' 1988 HORIZONTAL; NAD O19 3/1991 CITY O F 3/28/2023 y DESIGNED: T RA N- N G U Y E N DEVELOPMENT PAGE: OOK: RENTON .0 Air DRAWN:VR PAGE: .0 ONE INCH DATUM V43' DRAWING NO: 0�, ,E�>,��t�o CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. SIDEWALK DETAILS PLAN C-27.0 IF NOT ONE INCH S/O,VAL N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEOF: ET: 3/ 6/2023 27 29 N LO O O O N U