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HomeMy WebLinkAboutzR-4212setOFFS T I Nt I 0 W rr LU O rr n z r= V a N C 0 / 00 N / 0 0 0 "- W 5 45 iT SURVEY INFORMATION HORIZONTAL DATUM: NAD 83/91 PER CITY OF RENTON BASIS OF BEARING: SOUTH 89'33'18" EAST, ALONG THE MONUMENTED CENTERLINE OF N.E. 12TH ST. (C.O.R. MONS. 0071 & 0057) VERTICAL DATUM: NAVD 88 BASIS OF ELEAVTION (NAVD 88L C.O.R. MONUMENT 0250 AT INTERSECTION OF ABERDEEN AVE. N.E. 7 N.E. 16TH ST. ELEV = 307.10 US FEET (93.606 MTRS PER C.O.R.) 1 Cn A 1 1"1CQ/1�I�T1/1A 1 (PER EQUITY TITLE OF WASHINGTON, LLC FILE NO. 20-101847, DATED MAY 8, 2020 AT 08:OOAM) LOT F OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA 01-014-LLA, AS PER LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 20010418900004, IN KING COUNTY, WASHINGTON, BEING A PORTION OF TRACT 246 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION 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. IL IlnrP9\ 1Ir%I In A P9r A. DEVELOPER/OWNER MAINVUE WA, LLC 121 3RD AVE KIRKLAND, WA 98033 CONTACT: ALLISON ROTHSTEIN ENGINEER/PLANNER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: TRENTON SKODA / BARRY TALKINGTON / IVANA HALVORSEN / OWEN HILLE ARBORIST WASHINGTON FORESTRY CONSULTANTS, INC. 1919 YELM HIGHWAY SE OLYMPIA, WA 98501 (360) 943-1723 CONTACT: GALEN M. WRIGHT GEOTECHNICAL ENGINEER EARTH SOLUTIONS NW 1805-136TH PLACE N.E., SUITE 201 BELLEVUE, WA 98005 (425) 284-3300 FAX (425) 449-4711 CONTACT: SCOTT RIEGEL ►.� WIml=IEMMAw`rrm\qra71 PREDEVELOPED IMPERVIOUS SURFACE BSBL AREA = 0.21 ACRES (9,100 SF) SF AC DEVELOPED NET NEW IMPERVIOUS SURFACE AREA = 1.12 ACRES (45,800 SF) TOTAL DEVELOPED IMPERVIOUS SURFACE AREA = 1.33 ACRES (54,900 SF) RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: 1.33/1.79 ACRES = 0.74 UTILITY EASEMENT (All Utilities Public and Private) PUBLIC STORM DRAINAGE EASEMENT PRIVATE STORM DRAINAGE EASEMENT PUBLIC WATERLINE EASEMENT PUBLIC SANITARY SEWER EASEMENT PRIVATE SANITARY SEWER EASEMENT SIDEWALK EASEMENT RIGHT-OF-WAY BUILDING SETBACK LINE SQUARE FEET ACRE(S) FIRE SPRINKLER NOTE ALL LOTS TO BE EQUIPPED WITH AUTOMATIC FIRE SPRINKLERS UTILITIES/SERVICES WATER/SEWER: GARBAGE/RECYCLE: CITY OF RENTON REPUBLIC SERVICES 1055 S GRADY WAY 212 WELLS AVE S., SUITE 104 RENTON, WA 98057 RENTON, WA 98057 (425) 430-6852 (206) 777-6440 POWER/GAS: PHONE: PUGET SOUND ENERGY CENTURY LINK 8001 SOUTH 212TH STREET 23315 66TH AVENUE SOUTH KENT, WA 98032 KENT, WA 98032 (253) 395-7065 (253) 372-5388 SCHOOL: FIRE: . RENTON SCHOOL DISTRICT # 403 CITY OF RENTON 300 7TH STREET 18002 108TH AVE SE TR RENTON, WA 98057 RENTON, WA 98055 (425) 204-2300 (425) 276-9500 AS-BUILTS COVER SHEET OF BRENNON LANDINGVAUGHN TR T PROPER T US A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. w I/1T�n CITY OF RENTON, KING COUNTY, WASHINGTON (C.O.R. 0250) _ (VERTICAL B.M., ELEV. = 93.606 MTR.) FND. MON IN CASE W/ 2" BRASS DISC & "X" AT NE 16TH ST. DOWN 0.6' --------- n ,ter 0 25' 50' 100' FND. 1 /2" REBAR &YELLOW CAP "DEA 17663" AT CORNER POSITION SCALE: 1 "-50' (FENCE 0.8' NORTH OF FND. CORNER) I NE 15TH ST '>9 PRIVATE W w a- Z o I-` o = r^S` ao m w I I W Da a' - - - - W --- m w Uj BLA 1 - 4 NOTE BLA 1 -4 TO UNDERGO BOUNDARY LINE ADJUSTMENTS WITH NEIGHBORING PROPERTIES. `✓t(1�` ASS ) \ r` v ;•r_ n\vim n r^ (C.O.R. 0071) FND MON IN CASE 2" BRASS W/ "X" DOWN 0.65' I I I -----r-------��_----_ \ `ice �\^.,•''a�i' SHEET INDEX: NE 12TH ST - FND MON IN CASE AT ABERDEEN AVE. & N.E. 12TH ST. INTERSECTION N/-BLA 1 n J,v BLA 2 TRACT A LANDSCAPE a 0 Z n, o r., ry\\���U nns'i BLA 3 r\ n J,v BLA 4 -------- ` \,` r �^r r a,v I I Z a Z J m W z a z 0 L U Y M ST NE 131 1. TAX #: 334390-1680 2. GROSS SITE AREA: ±73,114 SF (f 1.68 AC) 405 3. SITE ADDRESS: 1400 ABERDEEN AVE NE tiF 4. EXISTING USE: SINGLE FAMILY RESIDENCE 5. PROPOSED USE: 8-LOT SINGLE FAMILY RESIDENTIAL SHORT PLAT 6. EXISTING ZONING: R-8 (8 DU/AC) 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: RESIDENTIAL MEDIUM DENSITY 8. MIN. DENSITY: 4 DU/AC 9. MAX DENSITY IF NO ALLEYS: 6 DU/AC 10. MIN LOT WIDTH: 50 FEET W W Z z it a b, NE 1 PL i m� N VICINITY MAP 0 a Ln T CO O T N T 11. MIN CORNER LOT WIDTH: 60 FEET CONSTRUCTION RECORD 12. MIN LOT DEPTH: 80 FEET DRAWING 13. MIN LOT AREA: 5,000 SF THIS CONSTRUCTION RECORD DRAWING IS A COPY 14. MIN LOT FRONTAGE: 80 PERCENT = 40 FEET OF THE APPROVED CONSTRUCTION DRAWINGS 15. REQUIRED MIN. SETBACKS: PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO FRONT: 20 FEET REFLECT ASBUILT CONDITIONS. THE INFORMATION SECONDARY FRONT: 15 FEET (CORNER LOT) PROVIDED ON THESE RECORD DRAWINGS IS A C� INTERIOR: 5 FEET COMBINATION OF THE FIELD SURVEYED INFORMATION T REAR: 20 FEET (5 FEET AT CORNER LOTS) AND DOCUMENTED FIELD REVISIONS. O 16. MAX IMPERVIOUS COVERAGE: 65 PERCENT O 17. MAX BUILDING COVERAGE: 50 PERCENT 18. MAX BASE HEIGHT OF BUILDINGS: 24 FEET TO WALL PLATE / 2 STORIES (V 19. MAX FENCE/RETAINING WALL HEIGHT: 6 FEET Q 20. REQUIRED PARKING: TWO STALLS/LOT J 21. REQUIRED LANDSCAPE BUFFER: 10 FEET AT PUBLIC STREET(S) 22. REQUIRED YARD TREES: 2 TREES PER 5,000 SF OF LOT AREA (2 TREES PER LOT) 23. TREE RETENTION: 30 PERCENT OF EXISTING TREES (ARBORIST TO DETERMINE HEALTHY TREES) 24. SOIL TYPE: INDIANOLA LOAMY SAND (INC) 25. ALLEYS PREFERRED: REQUIRED IN R-8 ZONE WHEN FEASIBLE IF ALLEYS ARE FEASIBLE/PRACTICAL AND NOT USED, ALLOWED DENSITY IS REDUCED TO 6 DU/AC. ALLEYS ARE NOT PROPOSED AREAS/DENSITY LEGEND GROSS SITE AREA: f73,114 SF ADJUSTED GROSS SITE AREA: ±71,649 SF (POST BLA: 73,114 - 1,465) ROW DEDICATION: t0 SF ONSITE PUBLIC ROAD: ±12,993 SF NET SITE AREA: ±71,649 - f 12,993 = ±58,656 f 1.35 AC (ADJUSTED GROSS LESS ROADS) ALLOWED DENSITY: 57,350 (1.35 AC) X 8 DU/AC = 10 LOTS MAX DENSITY IF NO ALLEYS: 6 DU/AC = 8 LOTS MIN DENSITY: 58,656 SF (1.35 AC) X 4 DU/AC = 5 LOTS PROPOSED DENSITY: 8 LOTS = 5.93 DU/AC (ROUNDS TO 6 DU/AC PER DEFINITIONS 4-11-040 DENSITY, NET) ALL FRACTIONS WHICH RESULT FROM NET DENSITY CALCULATIONS SHALL BE TRUNCATED AT TWO (2) NUMBERS PAST THE DECIMAL (E.G., 4.5678 BECOMES 4.56). CALCULATIONS FOR MINIMUM OR MAXIMUM DENSITY WHICH RESULT IN A FRACTION THAT IS ONE-HALF (0.50) OR GREATER SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER. THOSE DENSITY CALCULATIONS RESULTING IN A FRACTION THAT IS LESS THAN ONE-HALF (0.50) SHALL BE ROUNDED DOWN TO THE NEAREST WHOLE NUMBER. J _ 1 OF 40 AS-BUILTS COVER SHEET LANDSCAPE PLANS 1 RECORD DRAWINGS AS BUILT I RK 2 REVISION PER COMMENTS DATED 6/30/23 1 RK BENCHMARKFOUND DATUM F„ BRASS DOME IN MONUMENT IN MONUMENT NIN CASE I WITH BRASS AT DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 REVISION m 2 OF 40 AS-BUILTS CONDITIONS OF APPROVAL AND ROAD SECTIONS 32 OF 40 AS-BUILTS TREE RETENTION PLAN 3 OF 40 AS-BUILTS EXISTING CONDITIONS PLAN 33 OF 40 AS-BUILTS LANDSCAPE PLAN 4 OF 40 AS-BUILTS EXISTING CONDITIONS PLAN - OFFSITE 34 OF 40 AS-BUILTS LANDSCAPE NOTES 5 OF 40 AS-BUILTS OVERALL SITE PLAN 35 OF 40 AS-BUILTS LANDSCAPE DETAILS 6 OF 40 AS-BUILTS HORIZONTAL CONTROL PLAN WALL PLANS 7 OF 40 8 OF 40 AS-BUILTS TESC PLAN AS-BUILTS TESC PLAN - OFFSITE 36 OF 40 AS-BUILTS LOCK AND LOAD WALL DESIGNS AND NOTES 9 OF 40 AS-BUILTS TESC NOTES AND DETAILS 37 OF 40 AS-BUILTS ROCKERY DETAILS AND NOTES 10 OF 40 AS-BUILTS TESC NOTES AND DETAILS ILLUMINATION PLANS 11 OF 40 AS-BUILTS DETAILED GRADING PLAN 12 OF 40 AS-BUILTS SITE CROSS SECTIONS 38 OF 40 AS-BUILTS ILLUMINATION PLAN 13 OF 40 AS-BUILTS COMPOSITE UTILITY PLAN 39 OF 40 AS-BUILTS ILLUMINATION DETAILS 14 OF 40 AS-BUILTS ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A 40 OF 40 AS-BUILTS ILLUMINATION DETAILS 15 OF 40 AS-BUILTS ROAD AND DRAINAGE PLAN AND PROFILE - ABERDEEN AVE NE 16 OF 40 AS-BUILTS ADA RAMP DETAILS 17 OF 40 AS-BUILTS NE 16TH ST OFFSITE WALKWAY DETAILS 18 OF 40 AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS 19 OF 40 AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS 20 OF 40 AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS 21 OF 40 AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS 22 OF 40 AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS 23 OF 40 AS-BUILTS CHANNELIZATION PLAN 24 OF 40 AS-BUILTS WATER AND SEWER PLAN AND PROFILE 25 OF 40 AS-BUILTS WATER AND SEWER PLAN AND PROFILE 26 OF 40 AS-BUILTS SEWER NOTES AND DETAILS 27 OF 40 AS-BUILTS SEWER NOTES AND DETAILS 28 OF 40 AS-BUILTS WATER NOTES AND DETAILS 29 OF 40 AS-BUILTS WATER NOTES AND DETAILS CALL BEFORE YOU DIGS 30 OF 40 AS-BUILTS TREE RETENTION PLAN 1-800-424-5555 31 OF 40 AS-BUILTS TREE RETENTION DETAILS 5/4/22 BJT sUWEAM' SCALE: vERllrau_ NAw 19li� 7/7/23 BJT 1 "=50' HORRNUL• NAD I W 1991 . oEM . CITY OF WAwN: RENTON RK ONE INCH DATU M cHE BJT AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH DATE APPR scALE AtxORDINGLY BJT �2010�41, s F01STERN S�0NA 7/7/202-3 V C 0 v .. i _ O - � O m .9 0 I m C � C LLI C N N M < 00 N m 73 01 N 0) U-) i i U) a-7 N N /m W r0, V r Y R-421201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS COVER SHEET VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 H H T N IO��1C L.L rr W 0_00 OM T � N z0 DAM = Z 7/7/2023 m FlELDB001C 0 PACE: a IMMING NO. \ Uj SHEEN 1 OF: w ^ U L}V m i i i i X Q 0 0 In I- 6 0 0 cn Q N a) / 00 n N / 0 0 0 N CONDITIONS OF APPROVAL r 1. THE APPLICANT SHALL REVISE THE SHORT PLAT MAP AND RESOLVE THE ENCROACHMENT ISSUES WITH THE ADJACENT (y PROPERTY OWNERS PRIOR TO FINAL SHORT PLAT APPLICATION. IF A TRANSFER OF LAND OCCURS BETWEEN THE SUBJECT PARCEL AND ANY ADJACENT PROPERTY OWNERS, THE APPLICANT SHALL SUBMIT A NEW TITLE REPORT TO I CONFIRM THE LEGAL DESCRIPTIONS OF THE INVOLVED PARCELS. THE FINAL SHORT PLAT MAP AND TITLE REPORT O SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLAT RECORDING. 0 2. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND COMPLETE ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING STRUCTURES ON THE SUBJECT PROPERTY PRIOR TO THE RECORDING OF THE SHORT PLAT. w 3. THE APPLICANT SHALL PROVIDE A NOTE ON THE FINAL PLAT MAP INDICATING THE FRONT YARD FOR LOT 1 AND LOT 8 SHALL ABUT THE PROPOSED NEW STREET AND THE SECONDARY FRONT YARD FOR LOT 1 AND LOT 8 SHALL ABUT ABERDEEN AVE NE. THE FRONT YARD NOTE DESIGNATION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLAT RECORDING. 4. THE APPLICANT SHALL RECORD A NOTE ON THE FACE OF THE SHORT PLAT THAT EXECUTES A SHARED MAINTENANCE AGREEMENT FOR EQUAL OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR IMPROVEMENTS AND LANDSCAPING IN TRACT A. A DRAFT VERSION OF A SHARED MAINTENANCE AGREEMENT OR HOMEOWNERS ASSOCIATION (HOA) COVENANTS, CONDITIONS, AND RESTRICTIONS (CC&RS) MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLAT RECORDING. 5. THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST TO ENSURE TREES ARE SUFFICIENTLY PROTECTED FROM DEVELOPMENT ACTIVITIES. AN UPDATED ARBORIST REPORT SHALL BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT INCLUDES ANALYSIS REGARDING THE IMPACT OF DEVELOPMENT TO THE OFF -SITE TREES. IF THE ARBORIST DEEMS THE CRITICAL ROOT ZONE (CRZ) OF THE TREES TO BE IMPACTED BY THE PROPOSED RETAINING WALLS, THE APPLICANT SHALL UPDATE THE GRADING AND DRAINAGE PLAN TO DEMONSTRATE THAT THE RETAINING WALLS HAVE BEEN MOVED OUT OF THE DRIPLINE OF ALL ADJACENT TREES. THE UPDATED GRADING AND DRAINAGE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AT TIME OF CIVIL CONSTRUCTION PERMIT APPLICATION. IF RETAINING WALLS ARE CONSTRUCTED WITHIN TREE DRIPLINES, A SURETY DEVICE SHALL BE REQUIRED TO ENSURE SATISFACTORY TREE HEALTH FOR A MINIMUM OF FIVE (5) YEARS AFTER THE RETAINING WALLS HAVE BEEN INSTALLED. 6. THE APPLICANT SHALL UPDATE THE FINAL LANDSCAPE PLAN TO RELOCATE THE STREET TREES ALONG ABERDEEN AVE NE FROM LOTS 1 AND 8 INTO THE LANDSCAPE STRIP IN THE ROW. THE FINAL LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 7. THE APPLICANT SHALL SUBMIT A FINAL LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT IDENTIFIES THE REPLACEMENT TREES MEETING THE REPLACEMENT REQUIREMENTS OF RMC 4-4-130 INCLUDING CLEAR INDICATION OF THE TO 50-PERCENT CREDIT LIMITATION FOR THOSE TREES THAT ARE REQUIRED LANDSCAPING AS INDICATED IN THE REPLACEMENT RATIO OF RMC 4-4-130H.1 E.I. THE FINAL LANDSCAPE PLAN SHALL BE REVIEWED w AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 8. THE APPLICANT SHALL SUBMIT A REVISED DRAINAGE AND GRADING PLAN WITH THE CIVIL CONSTRUCTION PERMIT O APPLICATION THAT IDENTIFIES RETAINING WALLS COMPLIANT WITH THE SIZE REQUIREMENTS IN RMC 4-4-040C.3 OR OBTAIN MODIFICATION APPROVAL TO REDUCE THE MINIMUM REQUIREMENTS. THE REVISED FINAL DRAINAGE AND 0 GRADING PLAN OR MODIFICATION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 9. THE APPLICANT SHALL PROVIDE A NOTE ON THE FINAL PLAT MAP INDICATING THE PRIMARY ENTRY OF THE HOMES z ON LOT 1 AND LOT 8 SHALL BE ORIENTED TOWARD THE SECONDARY FRONT YARD ALONG ABERDEEN AVE NE. ACCESS TO THE LOTS SHALL REMAIN VIA THE FRONT YARD ALONG THE NEW STREET. THE REVISED FINAL PLAT MAP SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLAT 0 RECORDING. 10.THE APPLICANT SHALL RECORD A NOTE ON THE FACE OF THE SHORT PLAT RESTRICTING VEHICULAR ACCESS FOR LOTS 1 AND 8 TO BE FROM THE NEW ROAD. FINAL SHORT PLAT MAP SHALL BE REVIEWED AND APPROVED BY THE Q CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 11. THE APPLICANT SHALL OBTAIN MODIFICATION APPROVAL TO REDUCE THE MINIMUM STREET WIDTH REQUIREMENTS OR SUBMIT A REVISED SHORT PLAT MAP WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT SHOWS A DEDICATION OF 11.5 FEET OF STREET FRONTAGE. THE MODIFICATION OR FINAL SHORT PLAT MAP SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 12. THE APPLICANT SHALL REVISE THE SHORT PLAT MAP TO INCLUDE PEDESTRIAN BULB -OUTS ALONG ABERDEEN AVE NE AND ALONG THE SOUTH SIDE OF THE PROPOSED STREET. PARKING WILL BE PROHIBITED ON THE NORTH SIDE OF THE PROPOSED STREET, SEE FOF 19: POLICE AND FIRE, THEREFORE A PEDESTRIAN BULB -OUT WILL NOT BE NEEDED ON THE NORTH SIDE OF THE PROPOSED STREET. THE REVISED SHORT PLAT MAP SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 13. THE APPLICANT SHALL UPDATE THE SHORT PLAT MAP TO SHOW "NO PARKING - ANY TIME" SIGNAGE ON THE NORTH SIDE OF THE DEAD-END STREET TO ENSURE ADEQUATE FIRE APPARATUS ACCESS IS PROVIDED TO THE HOMES. THE FINAL SHORT PLAT MAP SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 14. THE APPLICANT SHALL SUBMIT A SAFE ROUTE TO SCHOOL ANALYSIS WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT CONFIRMS THERE IS A SAFE WALKING ROUTE TO THE NEARBY SCHOOLS AND BUS STOPS. IF A SAFE ROUTE TO SCHOOL CANNOT BE IDENTIFIED, THE STUDY SHALL OFFER RECOMMENDED IMPROVEMENTS THAT WOULD FACILITATE A SAFE ROUTE. THE SAFE ROUTE TO SCHOOL ANALYSIS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 15. THE APPLICANT SHALL REVISE THE TECHNICAL INFORMATION REPORT TO SHOW COMPLIANCE WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL. TREATMENT LINERS MAY BE REQUIRED FOR ALL INFILTRATION FACILITIES (DRYWELLS AND PERMEABLE ROADWAY) LOCATED IN THE AQUIFER PROTECTION AREA, ZONE 2. THE REVISED TECHNICAL INFORMATION REPORT SHALL BE REVIEWED AND APPROVED PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 16. THE APPLICANT SHALL SUBMIT A FINAL LANDSCAPE PLAN THAT CLEARLY DEMONSTRATES THAT THE PROPOSED STORM WATER IMPROVEMENTS WILL NOT DISPLACE THE REQUIRED STREET FRONTAGE LANDSCAPING OR INTERFERE WITH THE CRITICAL ROOT ZONE (CRZ) OF ANY EXISTING OR PROSPECTIVE TREES NEEDED TO COMPLY WITH LANDSCAPING REQUIREMENTS. IF ADEQUATE LANDSCAPING, AS DETERMINED BY THE CURRENT PLANNING PROJECT MANAGER, CANNOT COMINGLE WITH THE PROPOSED STORMWATER IMPROVEMENTS ABUTTING THE LANDSCAPE STRIP, THEN THE APPLICANT SHALL MODIFY AND/OR RELOCATE THE STORMWATER IMPROVEMENT TO ENSURE ADEQUATE STREET FRONTAGE LANDSCAPING IS PROVIDED. THE FINAL LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. GENERAL SITE DEVELOPMENT NOTES: 1. THE GENERAL CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE AS-BUILTS CONDITIONS OF APPROVAL AND ROAD SECTIONS R/W OF I PAVEMENTBRENNON LANDING(VAUGHN TRUST PROPERTY) A PORTION OF SECTION 057 TOWNSHIP 23 N., RANGE 05 E., W.M. SOILS REPORT NOTES CITY OF RENTON KING COUNTY WASHINGTON 1. THE FOLLOWING SOILS REPORT FOR THE > > SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOILS REPORT: GEOTECHNICAL ENGINEERING STUDY VAUGHN SHORT PLAT PROJECT NUMBER: ES-7334 DATE: MARCH 16, 2021 PREPARED BY: EARTH SOLUTIONS NW, LLC R/W 15365 N.E. 90TH STREET SUITE 100 REDMOND, WA 98052 (425) 449-4704 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE CITY AND ENGINEER FOR DETERMINATION. 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO HIS/HER SATISFACTION. 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING. 6. SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D-1557). FOR SOIL PLACED IN UTILITY TRENCHES UNDERLYING STRUCTURAL AREAS, COMPACTION REQUIREMENTS ARE DICTATED BY THE LOCAL CITY, COUNTY, OR UTILITY DISTRICT, AND IN GENERAL ARE SPECIFIED AS 95 PERCENT RELATIVE COMPACTION. STRUCTURAL FILL PLACED WITHIN THE UPPER 12 INCHES OF SLAB -ON -GRADE AND PAVEMENT SUBGRADE AREAS SHOULD BE COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. FIRE SPRINKLER NOTE ALL LOTS TO BE EQUIPPED WITH AUTOMATIC FIRE SPRINKLERS 5'-7'f I � 3 U) I EXISTING GROUND q R/W 30' EX R/W 30' EX R/W 4: R/W L VRIIVV P114V VVLRLMI Li Z J Z) J 0 ao VARIES 30' EX 16' NEW 10-11' PAVEMENT I VARIES R/W I I 30' EX 16' NEW 10-11' PAVEMENT R/W I I O 2.0% 4: Z-ffiP11��11�1ITi=11l=111 III�MqXOI�_� -r;=1II-II ; 4" THICK CEMENT 6" COMPACTED DEPTH HMA CLASS B ASPHALT CONCRETE SIDEWALK WITH N 4 CRUSHED ROCK BASE 1 1/2" COMPACTED DEPTH TOP COURSE V 4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS V ABERDEEN AVE NE FRONTAGE ROADWAY SECTION STA 30+82 - 31 +51 NOT TO SCALE 4" THICK CEMENT 6" COMPACTED DEPTH HMA CLASS B ASPHALT CONCRETE SIDEWALK WITH 1 1/2" COMPACTED DEPTH TOP COURSE 4 CRUSHED ROCK BASE 4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS ABERDEEN AVE NE FRONTAGE ROADWAY SECTION STA 28+24 - 30+82 NOT TO SCALE 5' 8' WALK PLANTER 15% R/W i 1'-5' GRAVEL 1 EX 11'-18' PAVEMENT WALKWAY 9'-12' 6' MATCH 1 APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL z L`I EG EXISTING CONSTRUCTION OPERATIONS. CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY J 0 GROUND REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. VARIES w 2. GENERAL CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN _ ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF _ _ _ _ - - - - - - - - OBTAINED PRIOR TO COMMENCING WORK. PRE -CONSTRUCTION MEETINGS. _ ------__=-= 1' BLOCK HIGH 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND KEYSTONE WALL DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER 2�� TOP COARSE SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE NE 16TH ST 4" BASE COARSE ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS' AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS OFFSITE ROADWAY SECTION SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING STA 40+31 - 41+30 APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME PROCEDURES. UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER q R/W OCCUR, THE CONTRACTOR SHALL CONSULT THE CITY AND BARGHAUSEN CONSULTING NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED CONSTRUCTION. BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH 1 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS LANE OF TRAFFIC AFFECTED. AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE NOT TO SCALE R/W 30' EX R/W V-5' GRAVEL 1 EX 11'-18' PAVEMENT WALKWAY, 9'-12' DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL 1 Lv - - CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. z J w WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY = c� NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA �' ow ¢ 00 � � RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED WHETHER SHOWN OR NOT SHOWN ON THE PLANS. - VARIES - - - - - �� 1.5% BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER 5. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT 2" TOP COARSE COMPLETION OF PROJECT. NE 16TH ST 4" BASE COARSE 6 INSPECTION OF SITE WORK BE BY A OF THE GOVERNING JURISDICTION. INSPLL ECTION OF PRIVATEDFACILTIES WILLEBEATIVE ACCOMP ACCOMPLISHED 12. GENERAL CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO OFFSITE ROADWAY SECTION STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL STA 41+30 - 43+83 BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTORS BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BCE. RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 1 RECORD DRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I ,BRASS C WITH XAT DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 NOT TO SCALE RK 5/4/22 BJT SURVEYED. RK 7/7/23 BJT DEM . RK DRAWN. RK cHE BJT BY DATE APPR wP� BJT SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE IN SCALE ACCORDINGLY R/W 26.5' R/W 26.5' R .�h w YS v 4115I �i/1 7. �. � ��S..�S.���.,�/S.��S��.�/rS�%'T��S�S.��S.�/S.��S.,�/S.� L�•,� nh:r, 1 NOT TO SCALE VERnaa_ NAw I HORRNU OLNAD : 1983 1991 DATU M q R/W 30' EX 8' PLANTER 4" THICK CEMENT CONCRETE SIDEWALK WITH 4" CRUSHED ROCK BASE CONSTRUCTION RECORD (c) DRAWING c' THIS CONSTRUCTION RECORD DRAWING IS A COPY 0 OF THE APPROVED CONSTRUCTION DRAWINGS 0 PREPARED BY BARGHAUSEN CONSULTING 0 ENGINEERS, INC AND HAS BEEN EDITED TO I REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A N COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. Q J w Z 5 J WALK 1 R/W EX 11.5' PAVEMENT NEW 6' PAVEMENT 5.5' 0. 5' 1 WALK Z J 6» EX MATCH 1 CURB EG - - - - VAS - N MATCH EG f 1'S% MFX '1 M,ak i l_il 4 THICK CEMENT CONCRETE SIDEWALK WITH 4" CRUSHED ROCK BASE 6" COMPACTED DEPTH HMA CLASS B ASPHALT 1 1/2" COMPACTED DEPTH TOP COURSE 4 1/2" BASE COURSE NE 16TH ST COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS OFFSITE ROADWAY SECTION STA 51+29 - 51+64 NOT TO SCALE CALL BEFORE YOU DIG: 1-800-424-5555 AoRtIL CITY OF RENTON Planning/Building/Public Works Dept. ON Sf WAS ti O o �20100 41� FSS T DNA L 7/7/202-3 V i O v .. C 4) . E O � (0 C W c O N M < co N m �aP 0) tn L\ Lr) W V r Y R-421202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS CONDITIONS OF APPROVAL AND ROAD SECTIONS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 I H H I..LI OM T � N z%0 DATE: ` 7/7/2023 m FlELDB001C 0 PAGE: a DRAWING NO: J uLi SET: ^ U HE L L}V m T I Lij rr I..LI n O rr LL z 2 Q > r7 N O N i= a 0 3 I 00 r7 N c 'L i 00 N O O 0 w - IF,. •. ,,:�----- AS-BUILTS EXISTING CONDITIONS PLAN i'• 3Ir' I " POWER POLE �0 CB STD GRT II FIRE HYDRANT SDMH: RIM=304.96' 3� w, J OF RIM=305.32' 12" ADS W IE=297.61' 12" ADS E IE=297.10' "„ 3 „ WOOD FENCE BRENNON LANDING TRUST PROPERTY)12" ADS S IE=297.07' 112 STORM II 12" ADS W IE=301.19' 3�ob CB STD cRT - _ _ _ _ ! A PORTION OF SECTION 057 TOWNSHIP 23 N., RANGE 05 E., W.M. RIM=305.12; WM I i I I I ► j I CITY OF RENTON, KING COUNTY, WASHINGTON 12 ADS W IE=301.12 II I II z 12" ADS S IE=301.12' II w III o'. I,'®I N w GAS LINE UNDERGROUND SIDEWALK I I I I 18 STORM I (, a`..J..® WM(X3) (TYP) TELEPHONE LINE (TYP) ___.__ I I 12" STORM P III I r7oH�-------- -----T o---- J II R W CENTERLINE (�)-------------------- ------ ---------------- I— - - - - - - / UNDERGROUNDS r uc ___ SSMH 1 3 1 POWER LINE TYP '�-r�� w T�u�c�� T�uG�--T���)�-------- -------------------- ( ) P(u P(OG) w P( c) w P(uc) w — r(uc) r(uc) 11 RIM=304.56 { I I G I I < U NO 1- N/S/NW- --J II FOG LINE 31 0 —G-G-G c—c—G—G-G-c—G-c-14- r,T 2 r EXISTING _°-=. a L-CT G-G- L-V1 G-c-c c—c-1c T c—c— 11 r� I BUILDING (NO INVERTS MEASURED) I I (TYP) I D SSCO c- G- G- L G) r^ I r^ 1 r- I / Q I( R L) A n II I n I I AI/,1 II_ I r f) R'02r�)T STE VV A )T II 3 P G LI \I,� I \LI \I I \nl Vf�L-II V O IVIIVr,L L-L-L ,�t j y� \ I - ( P(OH) P(OH) _ ' - rrn uL. L.n - \-/L.nv --- ------ A JA I :: t :-v '__' O n �,n l h n L ^n I f\ `O f 1j " Iti i Awvr�� vnv i`vil1.<fln rrUG ------- ---- MAILBOX - — ----- _ ___ -_ —= ___ ------------==--I --------- nr IV ...:`r.,��-16n1 SSCO n;)KQ .; —,CAn 4asZR SSCO A 1~ II 1 3 1 r — ---------___�_-'______________------ ----------------- ------ .....----------J _______________ C NE 15TH ST m c _ a 3�6 . GAS METER 1 P — — — ��� '� INLINK FENCE 0 cv I'"' I "' ' I"" a �1 FND. 1/2" REBAR & YELLOW CAP :. DI "DEA 17663" AT CORNER POSITION :' ................................................................... 3.................. CB STD GRT s f '' m1 r .......... RIM=304.08' _ I (FENCE 0.8 NORTH OF FND. O ) ✓ 12" ADS N IE=301.60' CORNER ` STREET LIGHT ` 11 30, 3 I� • . `• 30. I.... 11 '. TO BE REMOVED APPROX. m x BUILDING c� 1I EX 60' 3 II.•.:':•:-';:•'•;:'•• FOOTPRINT .. RW : ,, ; 2,1 t SF ......................................................... . , II 3 II . ,• • i;,. ., II FOG LINE Ilo W rn" ":'`""' a OVERHEAD 'POWER 3©�? •........... TI 1/'\A A A L r ^^1 rL :,' LINE (TYP) ........ I r1VIVln.) 83RIESSL E (TYP) II ` I II.:... .., ........................ , A C)AI ��: tun ��•Ih 31I •,`•,., Q ii•'•q.,':.':'..•' ......... I II W J I I II'::::. ,.` STREET LIGHT II -J II > Q w 3 II':..: ^V„•" ' a ,..� TO BE REMOVED II W � II • Jll SIDEWALK II ■ ■ ■ O I II '2.. ,''' O SSMH I I o m O O II ', II V RIM=302.50' II 0 _wi. m' I Is II{r .... .... 7f 8" PVC N IE=290.85' I J= 3 "` `'`"'Y' '`�` O O II . ,••::,,,,,� 11 02 I I I' :�'.::. POWER BOX X 8 PVC S IE=290.69 WI z1 FENCE II II*••` ••' X 3 "a OVERHEAD POWER II .'..• ; .. a ..................... . - - - - - - - - - - - - - LINE -..--- .I I a II. .,> ., • a•'•1 (TYP) EXISTING X f.:•...:.;•.:.; . • . I /\T ,>�>, BUILDING II: L III I I 14• • : � ;�'i :�: •• • ',I /SIT\/ nr `)rn IT/'\n I I I n p II II •,' VI I I VI 1\LTV 1 VIV L-L-n II I 3 706t SF — — — — — — — — Ili •• _ ,.,;.. I'V I, ••i' VIVv nA v'At 4I80. nu nu v 04VLrL/. nl. `��• X �71 DRIVEWAY I I �,;: '. ..•'' { /^-,RE/^-,= 7.;,11 rt SF i 1.68± ^ :.'I " YARD LIGHT ° II X 8" SEWER II I I I I ,: •: ;, :. • ,: • ;: I POWER POLE TO BE II., •' ' ; }l TO BE REMOVED I I ;..:>• 3 If . :., ;.:•::,I REMOVED. POWER TO BE .�;..•.;•:I RELOCATED UNDERGROUND .r•: 3 il•`' a I ALONG PROJECT FRONTAGE. l-\, 1n I 1 Ir n �\/nl V iKnL"vU iI li• •� w — 1 w •A �•I•' .',��:' ,.;:. .;: I ............. ' O•. 9 A �,nl ��A ��n •1�n•1 II II I •`'f•.'.•� ................... '2 II• J • I I 1 .. I I' I I I 3 II.'`' ;''�•;'� I ... DRIVEWAY �` I ... FENCE . 3 FLAG POLE ; '.'�` �',.; II ;4 +,,.:•:: a IN CONCRETE BASE I I.••..:....:...•�_.: GRAVEL SHOULDER ,I I I n,, 3 II �. . •.. . •. •.'. 11 O II IIo ol,• .;.: O I I 32.5 I 3 11"�� '.,: r,l :.......... :. ............................ > II „... X ti EX 62.5' nn1 1/,I A ^ 1<'I In Ir :I:I I I 3 II . • '. UVV\7L-n.) I\L-TINE '�I II: ;.•• )•,' 4..-29 . r WATER SERVICE M ::.. ,. .. 1'0WM W EB . • . • )�..Ujj 1' ...... . WM II I U/G POWER : •' :.' I EX 16" WATER I :I UTILITY PAINT �� If,:•:.,,:•'" a SDMH ENDED HERE %w w I w r w II;: .{ RIM=296.90' 18" ADS SW IE=289.48' o - - - - - - - - - - EXISTING O .•..................V6•............................... BUILDING < O 1,258t SF SSCO 0 0: SSCOo I I I ; I, • . • , .1 a OVERHEAD POWER CB STD GRT / 311:.:.::...�:I O RIM=296.46' 18" STORM I I / // I'.'':. '.•�.. I O LINE (TYP) EXISTING O /... _ 12 ADS E IE=291.51 II 11.1.,,.:...,.I 0: BUILDING 12" ADS W IE=291.51 �i I ; `' 'I FIRE HYDRANT 1 684f SF I:. ,.. m 3 ` r - O POWER POLE TO BE r A \/r ST->/,A A�^['-`,,. °">3 REMOVED. POWER TO BE 'A n I L - I F\\JIVI�KLI\\7 Id 'r: •..�'. :•~'..I:• '• ") „ 90-1n02 11 I Inc 3 Ii.' a RELOCATED UNDERGROUND P<GH) I `: ' "1 ALONG PROJECT FRONTAGE. FENCE/GATE SDMH {I II 1 �'/qy�;�.::;":=1 � '• POST OVERHEAD POWER RIM=296.74' �i I '� ° LINE II 3II;` .'i. 'I rr r II I• •:..,'.. ...CONCr.................... (TYP) 12 ADS NE IE=288.79 ............. 294..... CHAIN LINK'' FENCE BOLLARD " r 11 t;,;: •, '� - z ' UNDERGROUND 12 ADS W IE=291.19uj " A 11 I I 1 31 \`� ' � '- -- ----- ---- POWER LINE (TYP) POWER POLE - (ASB) 12 ADS N IE=288.69 IIo I I '; _ ED ' - ." ' � n r r,•I c) N ..•,.•T.�•TT ''<'•-' UNDERGROUND ON PROPERTY ASB 12 ADS S I E=288.69 a I i `' `'' ( ) O , b m _---- LINE - - - II I ci TELEPHONE LINE TYP CONC WALL DI ;,' ( ) IIGv II I c SHRUB TYP (TYP) 1 1^nnnl u/nn/. KAn /I V rrvl V\7 I m x II 70 p I I 30 I 31 o 30 r oa 3 : �- --____-- ': .• m' a G) P u� c G1-_�_:..:::..:..... ° - (uG O P(UG) -- _ G�1g... IIUGI -- v. P(UG P(UG G �(11[*)- .• — - �- r(Uc ��)� WOOD FENCE�,( - ) r uG) PFb��) W P�cuc) SSCO GAS r(uc) SCO•:;•<:. o (l1G -: lk1G� UG) ` Ali LINt ; ' �°(�� ) ) n n i` \/"ivi"IvivTv _ CHAINLINK NC .... L-vT On0-n0 �7TTi — , EX 60 A aAl ; ;. ;un ,-•ham n1 I V \/\/ r,,-v- 1 / „� II R W ,..:. :: A :.,; x_m----- WM /� -- --- - r u r. ) „----------- (uc) (� co' (TYP) ,..,, .� • ,^-,_ ---------SCuc P'(uc) ; ;. ;o .,7,315v�� r.19 10 )�/, RE.C. n` � v �p//� EXISTING N , .It'.' w //�. p/r(uc) /i �I. r-�� T c ;..:,.;. ;:,''"', r. '....,.:. `.,.�,:. 1 V\�. v.,1 0 BUILDING " 12 STORM w --p w �� n.)N .; 4,590-1/ �' • L I I iu` '� '.v w �WM 1 RECORD DRAWINGS AS BUILT RK 5/4/22 _ _ _ 2 REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 MATCHLINE - SEE THIS SHEET FOR CONTINUATION IN DATUM FOUND " BENCHMARKBRASS DOME IN MONUMENT IN MONUMENTFOUND IN CASE MARK I WITH BRASS T DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. REVISION BY DATE NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 BJT S"wE"m- BJT ummRK • RK CHMKMBJT APPR �� BJT � X c� XD z EXISTING ,CA BUILDING O.H. Xz p n 1 11 A A n /,r. In 1 nVL- IVIn\71V\/ PIN F TREE (TYP) I I n n VLr CUR II L)T n \/^ n1 I n.: 0 10 20' 40' SCALE: 1 "=20' EX LOT - - LINE (TYP) A I r-\/ A All `)/-\\/ nL-L/\ IVIIL-1\V I SHED Z_/--A \/1 V 1 R ^I II I II Inl nlln l/, .\vr,VUVIV IVII V\7 Ai)1'V .� Y�i9V-11Si Si LEGEND © POWER VAULT En TELEPHONE VAULT �W WATER VAULT STREET LIGHT Cam❑ LOT LIGHT 0 YARD LIGHT OR LAMP 101 POWER METER -0- POWER POLE < GUY WIRE ° - TRAFFIC SIGNAL 6, PEDESTRIAN PUSH BUTTON 0 JUNCTION BOX (JBOX) OO TELEPHONE MANHOLE (TMH) ❑ CATCH BASIN (CB) O❑ STORM MANHOLE (SDMH) O SANITARY SEWER MANHOLE (SSMH) O SANITARY SEWER CLEANOUT (SSCO) ❑o GAS METER (GM) A GAS VALVE Da WATER VALVE (WV) FIRE CONNECTION (FPSP) FIRE HYDRANT (HYD) O WATER MANHOLE (WMH) ® WATER METER (WM) SPRINKLER o IRRIGATION BOX (IRR) IRR N IRRIGATION VALVE (IRR) SIGN SURVEY MONUMENT (AS NOTED) ►� ¢ SECTION CORNER (AS NOTED) O FND. SURVEY MARKER (AS NOTED) ASPHALT CONCRETE GRAVEL SANITARY SEWER LINE STORM DRAINAGE LINE x CHAIN LINK FENCE IN FENCE *+ SILT FENCE ° °0 GUARD RAIL / HAND RAIL WATER VIA PAINTMARKS W G GAS VIA PAINTMARKS TELEPHONE VIA PAINTMARKS T(UG) POWER VIA PAINTMARKS P(UG) P(OH) OVERHEAD POWER LINES P� EVERGREEN TREE W/SIZE 0 4� 0 DECIDUOUS TREE W/SIZE NOTE: NOT ALL SYMBOLS WILL APPEAR IN THE DRAWING CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. MATCHLINE -SEE THIS SHEET FOR CONTINUATION 7 7. WOOD FENCE SHRUB (TYP) i•,I I '...,):..:. , (TYP) .` I '.:.FOG LINE I I \ I(AI I^n/lnl 1Alnnl/, 'I f,nrl.:vvly rr Vlv\7 11 I I I'• II,v ':�, 31I •: ;.' �,� ^ PIN .; r 90- �'62 GRAVEL SHOULDER DRIVE WAY `Y 11 " "'' ';'. ;'', ' '' EX 16" WATER CN • 31I I I WM: 11 . .10 A A A L),/ , Ir/, n ST A I)I rT/\n I N IVlnl \ I V L\7n-v 1 n� L-L I VI V 390-1728 3 1' 1.2... STORM --,,,II .." WM II " 10 OVERHEAD POWER -----------�'I- '':)'� I �r `• '.I LINE (TYP) 3'I •'i'::":• ,. x .Im ' "•Il O I I I IA•.. •. y II 30' I 30 GRAVEL EX 60' SHOULDER I• 311` 11 1 v.,'. R/W '' / — — — - •.�I FIRE HYDRANT n [L)I [-n Ir )1 ITT • •+I •w, . nr l V `r39v- I vv II 0 11; : . POWER POLE ��j�� .al :II 11 W I I 1� II"; • :I J WATER STUB 1 ':''Il W�3 ,.•I! `••�': ` z W 0 '::.I a w uj IC x -I I� Zl Ill ma WWofoo II•,'' �I I:•:..; ;: y /,II A, AIVAInA ^.Tn I\/ Uno [I [ I IV I d 2 III I Ai' cur, . ILA.: ••• n` Iv r.: ,..v-1/ I o �_ oW W z I a I I\LITr,TIVII\.<r,LL-L-L < R/W CENTERLINE A Arn I/,r^ IVILI V\7L_.) 8" SEWER 3 A [)n l ; ;� 14n �-+h ,r I 1 SSMH r I 3 RIM=295.08 8" PVC N IE=281.03' I 3 8" PVC S IE=280.93' I R-421203 x-- ° i CALL BEFORE YOU DIG: 1-800-424-5555 1 "=20' OW IHOH AT FULL SCALE IF HOT ONE IWf*1 SCALE ACCORDINGLY vER rA . NAND 19 HOFEWAL• HAD 1983 1991 DATU M IM CITY OF RENTON Planning/Building/Public Works Dept. Al �20' 00241� s F6/STERN A L ECG 7/7/202-3 O Oc,' M = � L _ 7 : t . _ of �O m C � C W C N fV I`M A aar) 00 m •- �Q� N �i tn L\ j i Ln a-,' IN W V r Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS EXISTING CONDITIONS PLAN VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 L0 T O O T N a J T N OC W OM T � N z%0 DATE: ` 7/7/2023 m FlELDB001C D O PW- a DRMMND NO: J uj 'T: 3 OF: w 0 U L}V m rr Lij n O rr n z rr V a 6 U Q N O N u r 0 3 I 00 N C 00 N O O x CB STD GIRT RIM=305.45' 12" ADS N IE=299.90' 12" ADS S IE=299 95' 60' R/W x W = FIRE a HYDRANT I AS-BUILTS EXISTING CONDITIONS PLAN - OFFSITE OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ^I:)rlrIF\U)I ITI I Q jr1Ul II ITT A f\Ann AAA I L.1 1 n vnvunlvl A,)nI ; ;` ;V^-9(,\` ^� I )nJl A n �) C11'40lr- ^I ICIRT r\vl4 L. vIIVDIE Jr1Vhl nP IV ♦ Y„vu I6411 STOP SIGN II 3� I POWER EX R/W SSMH II ' II RIM=306.94 " 12 WATER I„ 35 00 �� a POLE 8" PVC E IE=297.14' (C.O.R. 0250) I �;' FOG LINE TEL RISER CENTER=297.19' (VERTICAL B.M., ELEV. = 93.606 MTR.) „ P(0 FND. MON IN CASE W/ 2 BRASS DISC (TYP) P(OH) P(OH) I 3 `b ( ~ STOP SIGN H) P(OH) P(OH) P(OH) 1 P(OH) P(OH) P(OH) P(OH) & "X° AT NE 16TH ST. DOWN 0.6' J- w - w - w w, - "F uc w w TN�Y II 3 0 I I 12" STORM II 16" WATER I "'�.. II 3 FOG LINE GAS LINE O I I 16 WATER I �p� (TYP GAS - (TYP) nA nIVl,V" i IrlnA nlyICf1n4 /1 3 T1 IInvI fT T1 L A [)n vI �A n� I ... t.....V L.`rJ /\ A T A I L_IIn I &I AI In lTE- A n t IIL.UIVf\II I/\ --I nIV IvIVIV I L_l Iv ni )ITV .i i` ,50-u— 122 I 60' R/W N 0 10' 20' 40' SCALE: 1 "=20' I I I I I I I \ ! _EX R W END. MON IN CASE Z OVERHEAD POWER POWER UNDERGROUND POWER AT CENTERLINE OF NE 16TH ST I 0 LINE (TYP) POLE TELEPHONE LINE (TYP) 16" WATER POLE & BLAINE AVE • P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(0 ) P(OH) P(OH) P(OH) P(OH) P(OH) - T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) T*��,g- T(UG)) T(UGIo TUG • T G T(UG) T(UG) (U ) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) W — W w w — w — w w — w �-¢ w "rfG w �v—w—w—w—fTo� w w—w w—wow—w w w—w—w—w—w—w—w w—w—w w w—W—W—w— c� SDMH 3 a �J WATER i FOG LINE �/ I _RIM=302.40' WATER / 0 SERVICE (TYP) (TYP) — - _— — DOES NOT CONNECT SERVICE (TYP) N 3 .... NE 16TH ST w — — — — — — — — — a ■ 0 - 1 — — — — — - � _SSMH - I — — 3 PUBLIC RIGHT-OF-WAY o� FOG LINE o RIM=302.83' I V I o I (TYP) o 0 8" CNC N IE=292.68' ; _ 0 EOA EOA Q 3 8" CNC E IE=292.58' 0 --------------------------------------------------- ------------- -- --------------------------- ------------ II FOG LINE X_G --------------------------------------- - L .:.•::.:...:.... S- --- "• ... '''... _ -- - 8 P W E-292.68LL GG G __--£-----G-�Z'i G G G G G G G G G G—"G;�•.G•�-'; G`,;'•-G G G G G G �� G G 'G' G �G G G G-'C.•��:G,:-;''��-s- G G G G G G G G1- G G G G G G G G G G G G —VC , TYP G G 1 ( )3.................... FENCE NP •', 'J - DRIVEWAY%Q° fi�--------_ 3....................... DRIVEWAY x _ ¢3 �o�,1�fi;JV1I�A1 'I `. 0 �- x MAILBOSTOP SIGN 1 FOG,.LIN� I- Xh/ 7' X I I.': • rl X3 I �_ a I 1 CB STD GIRT RIM=306.83' 12" ADS N IE=302.23' II I I I I I I I I I I I I I I I' I f / I I, 0 FOG LINE (TYP) EX R/W WATER METER WATER METER WATER METER WOOD FENCE EX R/W WATER METER I m STREET SIGN TREE (301 TYP) i TREE (TYP) RETAINING i I 12" STORM CB STD GIRT I W ;TOP SIGN WALL (TYP) I TREE (TYP) RIM .78 ■ I I 12" ADS E IE=298.93' I W W co 12" ADS SW IE=298.93' 1 1 CB STD GIRT Z W I a OVERHEAD POWER Z LINE (TYP) W` �¢ / ¢ w QWLLJ w Z Q 34 00 Wwo O = OJm O= W U W m Z Q SEE SHEET 3 FOR CONTINUATION 1 AI/\I I A r-I /\f\-)nfln IVIIVrIn LL. G\JhUUIV n`)1v 3 3` ,390— 165,84 n A n V\7 l/\ nf\n In I A V nIVVIVIVnt'l n-)IVt-,a-- gR RIM=302.33' 12" ADS NE IE=300.61' I )I Ant Jj I A n Il/\[- /♦ A )ITI ^/\n 1 �I \Inl V Unl VI_i \7 n LjhIL _V1 V Ir^^r I A\_/NTrL_ U IVIUI V I LL_ n`)IKV �i , A \ivV— I�si I A -)n ni 141 131113114,39 U165,�1 ^ I I I I I I \/-)f\n I �) A /\TI ' Lj I hvl I n\7 L-L_ 60 R W A -)n l; ;: ;un n7 Al n�r.�..u-U�`r I STREET SIGN I A n l li IAA n A n If\ L_nl V I\I lvl Unl V\7 O END. MON IN CASE A �,nl =%' ;un n7 A 6 I -Ai IV . ♦ Y\�..U—U�`tv W I w 1 1/2" BRASS DISK W/ PUNCH 1 I IN 40 CONCRETE, DOWN 0.5' W/ 8" LID Z I I AT CENTERLINE OF NE 16TH ST POWER CAB _ ■_ CB STD GIRT & DAYTON CT NE TEL RISER EX R/W LIGHT JBOXTEL RIM=322.09 CB STD GRT a TEL VAULT MISC CAB ■ UNDERGROUND POWER POLE POWER UNDERGROUND �! (EMPTY) 12 ADS W IE=319.03 VAULT RIM=346.86 T(UG) T(UG) POWER LINE TYP WV/ DROP CONDUIT TELEPHONE LINE (TYP) �Z1- ( ) 8" CNC E IE=344.21'- ■_____--------------------------- ---------- -_ T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) —�1• j�� 8 STORM --------------- P - F_ �y - �:_ -- -- Z - �y�`�--���- NG) P(UG) P(fJG) P(UG) P(UG) -- ------ ----- ----- - ------- --- 4 - - - - - EOA c P(UG) P(uG) EOA :�---------- ------ ---------------- — — = w� = — — — — ■ — — — w—w—w, w w-w—w�w—w—w—w=w w— — — — w—wow w—w—w— WATER Z I FOG LINE �; 3 MH END. MON IN CASE O (TYP) a WATER ��� vI� (P)LINE o "' I 2 1/2" BRASS DISK W/ PUNCH � _ _ ...'NE 16TH.ST N _ - _ _ w IN 4X4 CONCRETE, DOWN 0.78 FOG LINE ,� `PUBLIC RIGHT-OF-WAY o - = _ I W/ 9" LID c 0 ■ (TYP) 8 WATER 3 WATER 16 WATER AT CENTERLINE OF NE 16TH ST GAS LINE (TYP) P: YE'. BOTTS & EDMONDS AVE NE W a a SPED LIMIT SERVICE (TYP) DOTS (TYP) CROSSWALK W : SIGN — GT G G G G- G I G G —'.G G G G G G— G '.G G -EO —'•,G G vG —:G G G•— G G —� G G— G— G G G G G G G G G G•'• G G G G G W ■------------------------------ ---------------------------- ----------------------- ----------------_----- ----- ------ Z ==_ _- ____________ __________________ _ ___- -- --- ---------_—�_____________-__ _ ===°q T -+-------- E W 1 ---- -- T_ . r T �(� Z ---- SIDAL1� 1, '.a n:T „� r« I A A PUG P(UG).... P(UG) °P( ) �-r P(�G)' U ■ - Al �d.` .,.�"•1'\ .°.I T(UG) T(UG)--T(UG) ;° SIDEWAaK, '•a« ( ) ,° ° d. G n C �\\\ w� m ■ , I ,5 5�0, - J T(UG; �� H_-'---__-r/1 �0---7T---------------- --� •-----= ------ '9i--------y---------=----- --- x I '•.. / c' — x x — x x x.— x WATER METER POWER w ■ ADA RAMP \`. = L` ADA RAMP _ e qA 0 0 VAU LT ;. I W ■ ° ' 'A V = � CHAINLINK MAILBOX WOOD FENCE I EX R/W UNDERGROUND Q o STOP SIGN FENCE I POWER LINE (TYP) Z w I I WATER UNDERGROUND I I MH 0 - OI i TELEPHONE LINE (TYP) I Z J lm \/I I ^I A n I/♦ T A I I A1VL_I rIJI L_LL I III AA A\/ R I^)I^ TT-)n I A n Inr-) O Q R UIrv1rn 1 Ihl i GhI vnI vUL L_ 5 A Dn 1 2 5nOn U, A P' 1 72 ;nun n l8n I In I/\ /\I rn I nl 141 / �—nan—U I/ L.11 VV—\�r04 nl IV /�vVvV—VIvV Q ngnl -.7 nun n�-�n I I nl I v / �vU... V-U / V W 50' R/W x W W I I 1 RECORD DRAWINGS AS BUILT 2 1 REVISION PER COMMENTS DATED DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I , BRASS C W TH X" AT DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 REVISION RK 5/4/22 BJT S'"RVE"M. RK 7/7/23 BJT DUM RK WAwN: RK cHE BJT BY DATE APPR WPR BJT 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY MUM- NAw I HORRL: NAD OWA1983 1991 DATU M > a� ZCL Q m 60' PRIVATE EASEMENT N Pq 0 10' 20' 40' SCALE: 1 "=20' CALL BEFORE YOU DIG: 1-800-424-5555 �� > CITY OF RENTON Planning/Building/Public Works Dept. rl AA A A n II 171 R IAA )I A LIVII VIfIIVVLL_ n IVIn In nTl Tf\n I L/ LE\JI V n i)Iv iv fivlJ-1lii Y CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. �20100241� S10NA L ECG 7/7/202-3 E c 0 .. C L 7 m 0 O C � � C W c: N N M cc) M T< N Q N 0) L\ Lr) cv O LO 4-7 N N m U � r Y R-421204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS EXISTING CONDITIONS PLAN - OFFSITE VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O T O O T N T M H H 9 ,-1 H T N oC ui MM OM T � N z0 DATA = z 7/7/2023 m FIELDD M PO W- a DRAWING NO. J uj SHEET: w L� L}V m rr w n O n z _ C� Q N O N Ln a) E a) I 00 c\I 0) C 00 N 1-1 V) O O O N W ,- �i7 AS-BUILTS OVERALL SITE PLAN EX 12" STORM OF _ _ _ _ ❑ _ _ _ _ �0. BRENNON LANDING (VAUGHN TRUST PROPERTY) I' - ----� 3 ;! ! A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. - III I I I �' � a. ,/ EX SIDEWALK----� I I ; 3 _ .. i ®I �yoJ CITY OF RENTON, KING COUNTY, WASHINGTON Ili I I � � ,, .L•® ---'-- - II TG ----------- I )------------- I JEX GAS TTlull1c� TT(u --------------------P U W T WG— r(W=?� IT, LINE (TYP) (t�� P(('G) I nr 2 w PIUG W r(UG) r UG q L_vp L.0 I l _ L_v I �, I n I n RN/ R A 1`40RE'A' 1 '-)I/\ R I<1- -)I r->AAI I IAI GAA)n^r-)T )�. r11L_L. nl \ nlvVl \Lvva I R!" KEERI i r\nivKL.hv G - rvnvrlGLL� ° r\Ljr\ - G G RUC) ivviAD(OXn)iv \,\, t.,., U- Iv.EX FENCE 'S - Oc G G G 1T nl Iv .,., r,, v-Iv./——TO REMAIN----- o I — -=----------- N88'01' ____ I I I I 3 \ -------- - - ----_----- 6.13 _ T(�Gi II 1 I O �d - - - -__-___�L__7f f — — PLAT BOUNDARY_ NE 15TH ST —; G a H — P(OH) _—.— ................. - — — — — . SO 18 20 E 8 38 PRIVATE I , c F— G ........... 306...................... I i ............................... — I•,............. a I I ) - - - - - - - - - - - - - - - -------------- - J I .. II 60, i _ --- �-'� PROPOSED ROCKERY ------------------ II I I R W 15' MAX HEIGHT II .o I I I I I II ..............................302....................... II I I 31 00 1 I II I I .............. ... II a I �, •...........•.•.JU TI InA A n ;. ,�...., �_ ---- �� EX 16" WATER I rlvrvin.) LjhcJ;)L_ER ---J Ir---�— — — — — —— — ^ )AI .•.... I......� .........3a2'..... .. 2 3 4 Io .�9•.� I I }a 3II o r .•'I a I ''�Qo I I I*, a w - ii•. a Z '•'m i .................L 5' WIDE X 15' LONG DRYWELL \\ 11 I a " ' I (TYP). DEPTH TO VARY BY LOT. \ O o 3 1I a al SEE SHEET 22 FOR DETAILS. \�\ I II Q m 3.I = I /b 0 1� z Ld II II a M .�g®• O I II LLI z 3II ° '� FIRE HYDRANT 0° II I I W g ii o FIRE HYDRANT - - - —r (TYP) (TYP) a PUGII LQLj� al g.00 11 —� �- Q ) —3- jl P(UG) P(UG) 1 / i 3 - - - - NO PARKING I W x II a o PROPOSED R W;'' M I, > � SIGN161 t II W 3II / / a ' d . g d ° d ° II J 3 II O d. : d °a • • a •d � a ° : �' 8" WATER ° a ° j jl •I I• W I w N .. ' a'a •.. \ Uvr11 v LKr1L_I vU II A )AI „A �v/\ ,�/\, JI ,•�JO�' 9,p W �^% W -- v _ .... .� ROAD A RESIDENTIAL ACCESS "' to - (� II 12" STORM O II .•N O IL II • ° I e ' \ 8" SEWER ° \ EX CENTERLINE (TYP) III a e ° A• �. .. " PROPOSED R W 4 II I -- ------ - -�-- WATER SERVICE EX 18" STORM I I I .� • I I d r— I EX 8" SEWER �� a 5' WIDE X 15' LONG DRYWELL o ' ' (lYP). DEPTH TO VARY BY LOT. r /-\l I/,I A I(I IAIr .I •I°. SEE SHEET 22 FOR DETAILS. A F)I I ; . _, I I . n. PROPOSED r< , /,r IV ..... r., U I„\J„ it �g0 ,.• I III a . POWER..VAULT ... II I I � 3 � 8 ?� ....... 62 5 a PROPOSED MAILBOX 6. ' II R W 31 \ LOCATION. SEE SHEET 29 29� /' a °' 18 FOR DETAILS. I'I w„ I w— �w—w w 1 II tA \ I 3 11 x \ a II I M \�I•� 7. 6 5 .................... 8 I I 04 a ®.... I I = M w o EX 12" STORM %�I ;� a 0' 00 o 0 Z REPLACE EX FIRE HYDRANT. 3 SEE DETAIL ON SHEET 25 ❑ I I r A \/r- ^r-)nA A'j r--)/\ P(U �� ) P(UG P(UG) A. Q`���v I n I L ..) I \U rvIL.LI \v ^')Al 1 ,1 -5u^-"Si^7 A - I v , „ r,; \J �I I I P(ON) 5 1I EX POWER POLE TO BE REMOVED.CC •d POWER TO BE RELOCATED UNDERGROUND 2 5' WIDE X 5' LONG X 3 6' 1 II Q� ALONG PROJECT FRONTAGE PROPOSED I II 31I I 29g KEYSTONE WALL _ DEEP DRYWELL. SEE SHEET I` Rg .................... 4' MAX HEIGHT GO w 22 FOR DETAILS. 96 ��.... m O II 31 Z-\ \ P�JG) G P cJc G �(us PLAT BOUNDARY 3i; o a (�G (> G P(�G� �- - G -tie---_---� o S89'54'27"E 246.51' ° ° EX SHRUB o I I III T(uc� P(uc} c -- --lc�--- ( ) I \F4 P ucj — UG• • • • �— r uc 60' R/W I �--- / r(UG) (n X r(UG P(Ue�"= (U )� ( � 9Q. PIUG) i p(UG) �I III Ip \/ ^ A A ^ A AnTn EX FENCE N-------- --- T(uc) TP(uaY� T(� r( v- v T AI NG -_ -----� N �. (' o a m O // — /� ���.(P�(6) uc) i �A I l v 0 REMAIN L L I I nlVIn IVIV I U -- G .. ' A :I II w w WI-®\ X I T G-- -�-� W � II DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I WITH 'Y' AT BRASS DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 1 RECORD DRAWINGS AS BUILT RK 5/4/22 BJT s"wE"m' 2 REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT oEs�N RK DRAWN: K CHECKED BJT NO. REVISION BY DATE APPR APP� BJT 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 58'40"W 6.40' 88'01'40"W 1.03' I� BLA 1 i) A I II A A A/\A In I AUL. IVIn\]I V\J nl I v tv... V SO'27'56"W 46.961 EX FENCE TO I BE REMOVED —S0'23'33"E 0.64� -SO'23'33"E 20.74' 5 � - BLA, 2 it I II I II TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 30 TO 31 I A A Ir /,i I )T A^ Unl vG \,UR I nJ -NO'31'09"E 294.01' -SO'40'45"W 59.26' -TRACT A EX LOT LINE (TYP) `S0'40'45"W 0.99' BEAM GUARDRAIL TYPE 31 W/ "DESIGN A" END SECTIONS. SEE SHEET 22 FOR DETAILS. -,,— BLA 3 A I r\/ A All Rr%\/ n L. IVIIL.I\V I 18'45'W 78.43' 'TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 30 TO 31 )' 17'06"E 1.58' IL 30'17'06"E 33.41' ,,—BLA 4 \/I �) ^I I I II IAI Alik I/\ U nUUUI v l vu\� ^ !'32'29"W 43.62' TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 30 TO 31 —X --- S89'54'27"E 5.80' BREI VUn vv Ir\Iv K nl I v Iv . UU lU VERTICAL- NAVD, HORD:OWAL: NAD I9W 199, DATU V I� 0 10' 20' 40' SCALE: 1 "=20' LOT AREA TABLE LOT # AREA (S.F.) 1 7,047 S.F. 2 7,158 S.F. 3 7,066 S.F. 4 7,754 S.F. 5 7,790 S.F. 6 7,079 S.F. 7 7,106 S.F. F87 7,015 S.F. TRACT TABLE TRACT USE AREA (S.F.) A LANDSCAPE 642 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. LUMINAIRE POLE LOCATION LUMINAIRE POLE # LATITUDE LONGITUDE �1 N47.5051212 W122.1907474 22 N47.5050199 W122.1904715 �3 N47.5051198 W122.1902266 ® N47.5050227 W122.1899737 55 N47.5047318 W122.1908713 6 N47.5049714 W122.1908737 �7 N47.5053305 W122.1908826 MAILBOX LOCAMNS 8 SYMBOL INDICATES LOCATION FOR MAILBOX MOUNTING AND NUMBER OF MAILBOXES. SEE THIS SHEET FOR LOCATIONS AND SEE SHEET 18 FOR DETAILS. THESE LOCATIONS HAVE BEEN REVIEWED AND APPROVED BY THE POSTMASTER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RE -VERIFY WITH THE POSTMASTER AT THE TIME OF CONSTRUCTION. APPROVED BY: RENTON HIGHLANDS STATION 3/29/2022 I CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. �20100241� s F0/STERN S10N L ECG 7/7/202-3 C O, tl: Vf _ d% 7 _c 5 O C C Lu c O N M < m T00N c Q LO i LO +S N W U 51-0 R-421205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS—BUILTS OVERALL SITE PLAN VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 Ln T QD O O T M r-1 H N a J ►r'1 H Lu0_0MM OM ET � N z0 DATA: = Z 7/7/2023 m FIELDBOOK: ZJ 0 PAGE: Q DRAWING NO, J LLi ,FEET: OF: 40 ^ U L}rm n N O N LC) r ai 0 0 3 i 00 r7 N +s C / 00 N / 0 0 0 w j 1i N T ' w I x - - - - - - - - - - W 32 00 I I NE 15TH ST PRIVATE I I 31 00 rr w EX 60' R/W n' �, "JJ`v�r `.. Ar "�J < �, ,-' nJl� 30' n r z a `J z WIw w Q Z � _ W8 - - - - - - - - - - - - - - > Q0 m Zuj z WJ a 0 w cc �2 W a m 0 QLou IJ , AC��AI rn J L 30 INTERSECTION STA=10+00.00 ROAD A STA=30+00.00 ABERDEEN AVE NE I �AC r` A� EX 62.5'� R/W 32.5' 7- 30' 30' w I g AS-BUILTS HORIZONTAL CONTROL PLAN OF BRENNON LANDING (VA UGHN TRUST PROPERTY i A PORTION OF SECTION 057 TOWNSHIP 23 N., RANGE 05 E., W.M. I � -i- CITY OF RENTON, KING COUNTY, WASHINGTON ►- LIJ nT I nT 7 L-V I I I w r�l/\ f) I!r-)I r-) A A II I IA I LhIV " I\Lhl I hnIVI�L-IIv \ AI/\I Irl I r R L)n' jrL)T IVIIV��LL-LL i N I\VLiLI\I L.VT n �,IV iv`h \ivV-Ivsil I -II-vAYnhI 111 I AL)\/ AAIf\L^f 1Al f11L. L.nI\1 nIVVI\L YY A A N89'58 40"W 6.40 91 1. 1, .,,, „9o-16n 1 I I �" \-/ -^ SO' 18'20"E 8.38' 16.40' Mao-, n, 1 1,- 60.52' 01 40"W 246.13 60.02' � J �mof M LoN 15' SIC BSBL 1 7,047 S.F. S� „h 25.50' 60.02' 2 00 7,158 S.F. LO N067,066 S.F. o Z m O � p m 60.00' N 60.00' 0 n M C) N w 00 r� Z �'�s, 26.22' / - 15' STREET BSBL 8 7,015 S.F. 06 w I EX 60'I R/W 30' 30' I 0 00 x w m m m Z 61.22' J m m �-- _ ROAD A S89'29'12"E 265.22' 00 RESIDENTIAL ACCESS 60.00' 60.00' z w m - LL_ N _ m LO (6 N N Ci o 'r-) o Ln 7 - 6 7,106 S.F. � 7,079 S.F. 5' SIDE BSBL J wN N 60.00' 60.00' PLAT BOUNDARY S89'54'27"E 246.51' A It A A \ AnTn i fIIL-L-II I nlVIn IVIU I V A-,)11 3 00 1`735- -I.V I I 1 RECORD DRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED IN DATUM FOUND " BENCHMARKBRASS DOME IN MONUMENT IN MONUMENTFOUND IN CASE MARK I WITH BRASS XS T DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 0 00 65.57' 1.03' N88'01'40"W 1.03' BLA 1 302 S.F. (.0 56.01' ) A I II \ A A /\I. In i Ili IVIn\7IVV So 27'56"W 46.96' SO'23'33"E 0.64' 0.64' ------------- 4 5.19' SO'23'33"E 20.74' 7,754 S.F. r/ 0 N BLA 2 397 S.F. 80.00' I A A Ir /\I )T A ^ Unl VL CUl \ ni)I�V vi Y\ivV-Ilsiv SO*40'45"W 59.26' 54.72' 12.10' N N0'31'09"E 294.01' N 5.03' 0.99' - - - SO'40'45"W 0.99' TRACT A LANDSCAPE 642 S.F. rn M SO' 18'45"W 78.43' BLA 3 0 396 S.F. 54.00' 12.20' A I r-\/ ,,,, ,n\, nL-L/\ IVIIL RO I A[ AI N W 0 M 0 Z SO' 17'06"E 1.58' 1.58' ---- 4.73' SO'17'06"E 33.41' 5 7,790 S.F. M r7 BLA 4 369 S.F. 77.00' vI I p ^I n I II Inl nunln /\V \.c Jf1VUVIV IVIIVV 1.)iv i 4i0.0-1188 S2*32'29"W 43.62' N M 65.29' 5.80' S89'54'27"E 5.80' RK 5/4/22 BJT sumEYED: RK 7/7/23 BJT DEMRK DRAW: RK BJT BY DATE APPR wPw BJT )UK II -\A IA'!Rlf\I! Ljhl=lvun VIO h r\ nI I v I.J.J...,-Uv IV 0 10' 20' 40' SCALE: 'I "=20' 20' FRONT/GARAGE f 10' COMBINED SIDE 10' COMBINED SIDE 15' ADJACENT 15' ADJACENT STREET (TYP.) STREET (TYP.) 20' REAR 5' AT CORNER LOT -.1=: AVTAV 0\6-3 UE UTILITY EASEMENT (ALL UTILITIES PUBLIC AND PRIVATE) R/W RIGHT-OF-WAY BSBL BUILDING SETBACK LINE S.F. SQUARE FEET AC ACRE(S) CALL BEFORE YOU DIG: 1-800-424-5555 SME: 1"=20' �W°;Mlog, CITY OF [.%"RI RENTON ONE INCH DATU M Nuor AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE NCH SCALE ACCORDINGLY R-421206 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. O L0 O O T U U M H H N 0N S WAS O � f o cn z �20100 41� ^6' / F_Rl FS S T S��NA L F-N� 7/ 7/2023 i 0 V th L � •� :03 a C N � m C W C N N I`M i 000N m a- -0+ c d1 N j i O L0 a-7 N /c�v W V � r (1)N Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lu 0-00 OM ET � N z0 AS-BUILTS HORIZONTAL °" �/7/2023 = m CONTROL PLAN Fl°LDBOM 0 VAUGHN PROPERTY , MAINVUE WA, LLC W 121 3RD AVENUE: KIRKLAND WA 98033 6 40 m I N CD N r\ a 0 3 N I 00 N 1-1 CD 0 SDMH RIM=305.32' AS-BUILTS TESC PLAN N 12" ADS E IE=297.10' r 18" ADS S IE=297.07' 12" ADS W IE=301.19' CB STD GRT OF I CB STD GRT RIM=304.96' O RIM=305.12' I : 12" AIDS W IE=297.61' BRENNON LANDING(VAUGHN TRUST PROPERTY)C) 12" ADS W =301.12' 0 12" ADS S IE=301.12' ID 3 II 1 EX UNDERGROUND A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. ------�� II' II I I' w TELEPHONE LINE (TYP) r- --� Ili EX 60' 3 11 ,o•, 1 ,' 3 !w II ERGROUND R W 31 1 POWEREX LINE(TYP) CITY OF RENTON, KING COUNTY, WASHINGTON TREE PROTECTION KEYNOTE: L,---------- i ; TOH--T(�---------------------------------- ---- - - - - - - - -ems 1 cn II 1 II 3 f EX GAS {�--{----------------------------------- TO �f �� �� PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS I x I I 1 I I 1 ' z LINE (TYP) - w P(� w P(�'G) w P fr.11 w - I' w - T(uc) $ -C WHICH TREES ARE BEING COUNTED AND THOSE WITH LLI cv I I I 3 _ 7 1714 �.OT ; LOT P uc> INSTALL NGPE FENCE. SEE I L "L R n n inL POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE SSMH _ r,IL-L-lll\ I ! I D Evv Da 1 a ; ' c x w Ehl R I<FRI FAA"'I1:I-I - G - c c -1i- """" a ^ j�hT DETAIL ON SHEET 10 "11" '^, ^ REFERENCE THE TREE RETENTION PLAN ON SHEETS 30 TO 31. I (n IVI �., r1LL-L-L I \vL. L_ I _ G G I vlvrly L-/-l..i RIM=304.56 I I w n )n I ; ; ^ ; ,,. ,�n, .TC-,^, ^ L_,T c - - - c - c / / I I 2 - _ _ � (O ---- --- - I V . . hv..V- Iv�� I O I - I`L vv ^Ill 'I \ ^'�"' ��` ;u^ �hS(� 1 " 1 N S NW I I I I i - - --- P(OH) (G ---- I A-) vC_�vn-' O CLEARING LIMITS 11 r�� v t., lJ- N89'58 40 W 6.40 _ __ _ _ _ ALONG NGPE FENCE -_ (NO INVERTS MEASURED) II II 13 _ --- --- ___=-N88'01'40"W 246.13'--- __ _ -- _ II - - - TREE PROTECTION FENCE ---- - S 2J NE 15TH ST I I I a - �~� P(OH) _ --- ---- -- PLAT BOUNDARY=== - - --- „---- 018 0"E 8.38' N88'01'40"W 1.03' PRIVATE I I i Gs l c �1 �- G c c I i ......................... I (^ 1 I ...................................... 'y_A- -_-_ I � - \ , DRIPLINE DELINEATED _ I... a 1 ,, .... i.l.....�. 304 3 , I I----�._-- -- I I SPECIAL KEYNOTE: CB STD GRT r II I 1 I I I I I �'.I I I I I -----_____---------------------- _---- I BLA 1 *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY WASHINGTON ----- I ................. I........... RIM=304.08 „ 113 --- - _ _--- I I I I _ _ _ _ 1, ^ I i1 "" n ,.n 1^ FORESTRY CONSULTANTS, INC PRIOR TO CONSTRUCTION, THE 12" ADS N IE=301.60' ;; II I L o I __ _ r VI^.71VV V' I I ---------- n�)nl v f f v a I _ _ _ _ _ _ _ 0 10 20 40 CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6) HIGH CHAIN EX FIRE HYDRANT 11 I I i I /' I LINK TEMPORARY CONSTRUCTION FENCING AROUND THE MINIMUM ROOT o PROTECTION ZONE OF ALL RETAINED TREES. ALL DISTANCES FROM CLEARING LIMITS SCALE: 1 "=20' THE TREE PROTECTION FENCE AND NECESSARY ROOT PROTECTION 1111 o ALONG SILT FENCE RADIUS'S ARE LISTED TREE BY TREE ON SHEET 31. DRIPLINES ARE 8 II 31 NOT USED SINCE MAY TREES HAVE SURROUNDING TREE COMPETITION .. . I II II I I II 21 I . _ L u 1 II o o r -I S 3 0 SO'27'56"W 46 96 L ARE TIGHTLY SPACED, AND CROWNS ARE NOT SYMMETRIC A CERTIFIED II II I 3 a a m of I� ....... I�� 0'23' 3"E .64'� ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO INSPECT g �I �-� = - - TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF O I I U ............•30A, �' \ \ BLA 2 RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE I I 3 ^ ^^ ---11 I ; I o I L �I j - RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION T"^"""` L L " REPORT FOR MORE DETAIL. APPROVED TREE PROTECTION PLAN IS r,V IVI/-'1.: LKI \Lv.:L-LI \ -- Ir - _ _ a a I // SO'23'33"E 20.74'� LOCATED ON SHEETS 30 A;) ; ; ^ RE SSL ;6 I I I TO 31. "., t I 1 2 STOCKPILE 4 \ LOCATION 3 I I 3 I I I TREE PROTECTION FENCE NOS: o�,ll I ¢ I a I I F' •• INSTALLED PER TREE RETENTION 0 SSMH ;, I f .. z I I II SHEETS 30 TO 31 ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED ,.�• ON RIM=302.50' II I ' w• I I NECESSARY BY THE CITY OF RENTON INSPECTOR. PLAN �I Q 8„ PVC N IE=290.85' II Z CONSTRUCTION SEQUENCE > 8 PVC S IE=290.69 II I o I it I I I W= I I ��� Q 1. PRE -CONSTRUCTION MEETING. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. LEGEND PROPOSED SILT FENCE PROPOSED ORANGE SAFETY FENCE PROPOSED CLEARING LIMITS PROPOSED TEMPORARY DITCHES W/ CHECK DAMS PROPOSED TEMPORARY STORM PIPE PROPOSED CONSTRUCTION ENTRANCE ' PROPOSED CONTOURS---330---- PROPOSED KEYSTONE WALL EXISTING TREE TO REMAIN 0 EXISTING MAJOR CONTOUR •330 • • • • • • EXISTING MINOR CONTOUR . • • 332 . . . . . I I / STABILIZED CONSTRUCTION z - u" c_ . ter, I 12. ACCORDANCE ^:)nl m I � ENTRANCE. SEE DETAIL .,,- t,,..�- I1,81 w 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC WITH APPENDIX D OF THE SURFACE WATER DESIGN = 4 ( EX POWER BOX ON SHEET 10. 8' II Z _D a TO BE REMOVED `�� I m SUPERVISOR (MAY BE CONSOLIDATED WITH THE MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 1 I I W z L �� g REQUIRED NOTICE OF CONSTRUCTION SIGN). " 13. RELOCATE EROSION CONTROL MEASURES OR INSTALL - - - - - - - SO'40 45 W 59.26 3. NOTIFY INSPECTOR AND CURRENT PLANNING MANAGER NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE II '- - - - - - - - - - - - - TO INITIALIZE TREE PROTECTION WALK THROUGH PRIOR THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN „ o /I N0*31'09"E 294.01' I L TO ANY ONSITE CLEARING. ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT I I W a a' PROPOSED R W,' CONTROL STANDARDS. 31I / EX POWER POLE TO BE I I m o �Q9 , REMOVED. POWER TO BE `' �Y INSTALL V-DITCH W/ EX LOT 4. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE II Q 0 Ill 3 I RELOCATED UNDERGROUND ROCK CHECK DAMS. SEE PROTECTION. 14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE II I � II // o ALONG PROJECT FRONTAGE. �',. SHEET 10 FOR DETAIL LINE (TYP) THAN SEVEN DAYS DURING THE DRY SEASON OR TWO /�.•. �,� 5. INSTALL CATCH BASIN PROTECTION IF REQUIRED. DAYS DURING THE WET SEASON WITH STRAW, W 11 M w w �aa ������~���~-' "'~-"'~-"'�-"' "' ••• - - - - - - - - FIBER MULCH, COMPOST, PLASTIC SHEETING OR OOD ,. �........ 0 0'45"W 0 99' "I '^"1_"'^ II 11 `�9� 4 6. CONSTRUCT STORM FACILITY OUTFACE PRIOR TO ONSITE EQUIVALENT. Jl rll v LKnL I vv ^, )I I� WORK. II I a �N 15. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN II 30 3.I - _ W. ROAD A _ _N - NI 7. GRADE AND INSTALL CONSTRUCTION ENTRANCE. SEVEN DAYS. RESIDENTIAL ACCESS II " 0 0 II I 3 0 0 TRACT A 8. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH 16. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR II a BARRIER, ETC.).MORE THAN 30 DAYS j LANDSCAPE R 44- A9. CONSTRUCT SEDIMENT PONDS AND TRAPS. 17. UPON COMPLETION OF THE PROJECT, ALL DISTURBED BLA 3 I I I I 3 �� o .. `� ..• .• • ••• \ AREAS MUST BE STABILIZED AND BMPS REMOVED IF 0 Ir i ""n ^^ i a ^ ' 1 MIL-r1..,1 10. GRADE AND STABILIZE CONSTRUCTION ROADS. APPROPRIATE. II EX 8 SEWER I I I 3 11 PROPOSED R W 11. CONSTRUCT SURFACE WATER CONTROLS INTERCEPTOR „ I II II w-----------= -- EX FENCE TO DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH EX 18 STORM 1 311 Do r--- BE REMOVED CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 3.5' DEEP SEDIMENT TRAP / /I I EX 62.5' 111 �I z TO BE LOCATED AS NEED I I TO ACCOMMODATE 1 SO'18'45"W 78.43' rl R W �g� I CONSTRUCTION SEQUENCING. TREE PROTECTION FENCE DOUC;I-AS 1,,1 1hIr- EX 116 WATER I � ri SIZED FOR 1.8 AC BASIN. INSTALLED PER TREE RETENTION n l)n1 ; ;: ;o^_11r^ ; PLAN ON SHEETS 30 TO 31 . I ' = 36.7 Al IV Div t��vV I..11�� II II I. •. •' II '•.....I.' O ................... 3 26 LF OF TEMPORARY 96 . 9� S0'17'06"E 1.58' SPECIAL NOTE: � �� >n 2 2 _ 12" STORM PIPE II `�, NO SITE DRAINAGE SHALL RUNOFF ONTO ADJACENT PROPERTIES. SILT FENCE \ REQUIRED ON ALL DOWNSLOPES. I w II _ I�"�w-w w II EX SHED II I II C B#2 t II I I 4- TYPE.2,-48.'.'......................................... 7.. 6 5J S0'17'06"E 33.41' NOTE: g i I �I STA=29+12.15, 15.17' RT EX 12" STORM TO BE o I RIM=296.91ALL EX EXTENDED TO CB#2 �i��;� a �. I IE=289.60 (12" N) BLA 4 WATER AND SISEWER ILTO B'ESREMOVED I UNLESS OTHERWISE NOTED. CB STD GRT ! II /00311 I :�' i IE=289.60 (12" S) I I I I I E=289.60 (12" SW) 1 RIM=296.46 12" ADS E IE=291.51' I I 11 I (� R 311 I / =.=.r " EARTHWORK QUANTITIES 12 ADS W IE=291.51 - - = i - I w i \ T �S2'32'29"W 43.62' CUT- 3,950 CY F A L S,-1 RV IVIBER 11 I" �0 3 i1 a I o FILL- 4,= CY ^r IN Isl.� i i P(0N) �! I REPLACE EX FIRE HYDRANT. ' .�TI9PPNC# -1,620 CY SDMH II �(oH� I SEE DETAIL ON SHEET 25 TREE PROTECTION FENCE (EARTHWORK QUANTITIES ARE FOR PERMITTING RIM=296.74 II I 111 I INSTALLED PER TREE RETENTION " 3' o,�••••••••••••••••••••"•�• � •� PLAN ON SHEETS 30 TO 31 PURPOSES ONLY CONTRACTOR SHALL VERIFY ....................................... 18 ADS NE IE=288.79 II II IT.�.-.,�.� EXACT QUANTITIES PRIOR TO CONSTRUCTION.) 12" ADS W IE=291.19' I I I I _ : - 296 �i9 EX POWER POLE TO BE - - - REMOVED. POWER TO BE 3 yI c l __ �Tw ED UNDERGROUND l T ro P - P PLAT BOUNDARY c - X RELOCAT41- ALONG PROJECT FRONTAGE. N (u �� S89'54 27 E 246.51 -- tie; oa G - [r-- - ilk O T(UG - r�u 3) PUG) - G - - ` O v n v a �^ 40) - ( P uc T uc) _ S89'54 27 E 5.80 m TUG - - '[((U , ..�92 ( P(UG) j )�jIL-L-Ii) i AI IAk A i v --- -- N X __ ( - P(f1G3) T U E 1 uC FEN �.� m r(uc P( X GAS 1 ^�)n1 ;o EXCE BR1_1�OA 'v"dlril- I P 11 EX 60' �it� m o // - /i //--- r�u) -- qJ' GG) ` T(UG) � LINE TYP 1 EX CONCRETE I ^')"' s155n -CC .7 w -� w _ ---T �______(___) WALL CLEARING LIMITS i CALL BEFORE YOU DIGS w I I R W �3 w w w w�1 r c ALONG SILT FENCE I •. I I 1-800-424-5555 I 1111 EX WATER EX FENCE - IMETER TYP EX UNDERGROUND (nP) �EX UNDERGROUND � ma ( )1 RECORD DRAWINGS AS BUILT RK 5/4/22 BJT POWER LINE (TYP) TELEPHONE LINE (TYP) HKNtIZ -h D I W 199, 1, I I .•I I II I I 2 REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT m 1 =20 + CITY OF II II ' RENTON RK DRAWN: DATUM BENCHMARK FOUND PUNCHMARK IN 2" BRASS DISC IN RK ONE INCH DATUM FOUND PUNCHMARK IN 2" BRASS DOME IN MONUMENT IN MONUMENT IN CASE WITH "X" AT NE 16TH ST. cHE BAT FULL SCALE Planning/Building/Public Works Dept. BJT " > > IF NOT ONE INCH HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH X 0.65 BELOW GRADE OBSERVED (NAD 83/11) 0.6 BELOW GRADE OBSERVED (NAD 83/11) NO. REVISION BY DATE APPR '�'�RG^'m' SCALE ACCORDINGLY NAD 83/ 91 NAVD 88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 BJT 0N S WAS ti O � o �20100 41� FSS T DNA L 7/7/202-3 V C Ov Vf _ •� O � C C L u c: N N M C a 00 m N C14a� L\ LO C O LO +S IN N /c�v W U � r Y R-421207 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS TESC PLAN VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 L0 T O O T M H H N a J H H qr- N Lu OM = T � N z0 DATE: = z 7/7/2023 m FIELDBOOK: = 0 PACE: a DRAWING NO: J LLi SHEET: OF: w ^L}V U m N T I 0 w rr W n O n z a I N C 00 N 1-1 V) 0 0 0 AS-BUILTS TESC PLAN - OFFSITE N OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 60' R/W II 60' R/W 3 I I I 3 x /. A T A I 1n I p A AI In 1T7 A n t 11 /II I/I W W x SFiRU 1 1 Q PHU I - \7 AUUnIVI I nL.11 V VIVI V I LnI V IL_ \ 0 1 0' 20' 40' W I I W L)nn I n 1 n R /�In IDIE ^I ORT nnn GTIn I F I r TL-> n n In �)I I n n l n qn 1 i 1 A dun-1221 A -)n I ; i` ;�/\-q�.i q I IJI vnL_U \/II 0 I_ �.r1vl \ I I vvl vv I II v L. L_ I \nl vv i rinl v I nl I v . v t�.v\l I�� I CB STD GRT I FIRE n' N ' ' r""" " t 1 A ')nl ice' �lln �h Ah A[)nl , = ni Iv RIM=305.45 II a HYDRANT 12" ADS N IE=299.90' II I I I I SCALE: 1"=20' 12" ADS S IE=299.95' I I POWER EX R/W SSMH i — _EX R W FND. MON IN CASE EX R/W STOP SIGN I I ' ;; a POLE RIM=306.94� OVERHEAD POWER POWER UNDERGROUND POWER AT CENTERLINE OF NE 16TH ST I Z ��I 8 PVC E IE=297.14 POLE & BLAINE AVE 0 12" WATER Ij (FTO\rP)LINE ��\ TEL RISERSTOP SIGN LINE (TYP) POLE TELEPHONE LINE (TYP) 16 WATER CENTER=297.19 (C.O.R. 0250) P(OH) P(OH) P(OH)I 3( H) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(0 ) P(OH) P(OH) P(OH) P(OH) P(OH) -I TNG) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) T/r'?. "�� - T(UG) — w T(UG� w T uq (VERTICAL B.M., ELEV. = 93.606 MTR.) w _ w T G TUG) T(UG) (u ) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) w — w w — w w — w — w w �-¢ w w WW FND. MON IN CASE W/ 2" BRASS DISC II w w—w—w 3 w -"huc w w r(uc�—w�u�"i�N�°i— �(��(�w—�'—w—w—w—� =w w—w w— w —w —w —w w—w—w—w—w—w—w w—w—w w w—w—w— / cJ I �SDMH ■ Z a 3 a 3 FOG LINE 3 & X AT NE 16TH ST. DOWN 0.6 I I ` FOG LINE / \ WATER (TYP) — — — — RIM=302.40' NOT CONNECT " " 12" STORM I I o 16" WATER TYP WATER I SERVICE (TYP) _ — — — - I 308.. ( ) SERVICE (TYP) N _ 3 ..... NE 16TH S_T_ w — — — _— �— a _SSMH _ ■ 0 _nPUBLIC RIGHT-OF-WAY o FOG LINE 3 o RIM=302.83' I U I I 3 FOG LINE GAS LINE o — — — — — — o o r o , I I 16 WATER I �p� (T�.p) — I (TYP) _ 8" CNC N IE=292.68� ■ II 3 (NP) y EOA EOA a 3 8 CNC E IE=292.58 I� •---------------------------------------- ---- - " f ■ _ -- - - ------------------------- - --------------------------------- 8 PVC W IE=292.68 II FOG LINE - -- --- -- --- -- - -- --. --r -.. - -- -- .- .-- -:,- -- - c 3 ii G —3G �G G G G - - G G G G G G G G G G �`C�"�• G•,�-, �G„ G G G G i G G G G �� _ G G —• G •— G G G G G +--"Ct •'; ,�;G,; `fir G G G G G G G G �4- G G T G G G G G G 3 G G G G G —� a z o� RI--------- z I' :I --- w �pP,......................................................3.g0...................... DRIVEWAY x g o� I., v VEWAI: 3 / 3 .. — — x f" I ` MAILBOX ■ STOP SIGN w Ix •A l 3 FOG,.LIN� �.•_ o I _ I I 10 o W o ^� x ;a'..�y...Y F- a / I 1 III � Z o 3 � —I \:::-W-AT R WEX R WCB STD GRT W = // STREET SIGN EX R/W TREE (TYP) WATER METER TREE (TYP) FENCE (TYP) I ER METER I WOOD FENCE EX / WATER METER 12" STORM / ! m RIM=306.83' > o _,: WATER METER CLEARING LIMITS CB STD GRT > m STOP SIGN INSTALL FILTER SOCKS AS NEEDED TO I TREE (TYP) RIM=301.78 W 12 ADS N IE=302.23 : Q = I MITIGATE OFFSITE STORM RUNOFF. � I � :' 12" ADS E IE=298.93' I W W z o I I I CB STD GRT Z 12" ADS SW IE=298.93' ; co I � OVERHEAD POWER I 0 Ld LINE (TYP) I I Q I I Ww AAI A I I-ANWN4\17 UVIVIVn AM 0 rvu\/rin LL- vvhUvl v A ■ ■ ■ A �)nl nI)w . t./..v iv.... I0 I I I 60' R/W I I I I I x x I I SEE SHEET 7 FOR CONTINUATION I � I I I I I I I I A r'r-1 L I I\VIV I n\7LL- I A nn I 11/.;/i ,1ln n2)`1l I AINl KlI A nA nl/N L_nlV f\IIVI AJnIN\7 FND. MON IN CASE A �,n I A IV . rvvV \1L rV 1 1/2" BRASS DISK W/ PUNCH IN 4X4 CONCRETE, DOWN 0.5' Ir^^r AA/lnlTf -) ULvvL- IVIVIV I LL_ I 60' R/W RIM=302.33 12" ADS NE IE=300.61' R �,I ,InIV 11nIVIVL \7n�, r,ILL_�.\lIV W I I W CB STD GRT I STREET SIGN W/ 8" LID Z ■ RIM=322.09' I AT CENTERLINE OF NE 16TH ST POWER CAB 0 12" ADS W IE=319.03 & DAYTON CT NE TEL RISER EX R/W LIGHT JBOX _ TEL VAULT MISC TEL POWER POLE POWER UNDERGROUND CB STD GRT ��; .. (EMPTY) CAB < ■ YELLOW BOTTS UNDERGROUND W/ DROP CONDUIT VAULT TELEPHONE LINE (TYP) RIM=346.86 c�� �- T(UG) T(UG) Q I DOTS (TYP) POWER LINE (TYP) 8" CNC E IE=344.21' Z ■-�---------------T----------- -- -- - -- -- T(UG) ----(---------) -- T(UG)-- EO T(UG) -- T(UG)------T(UG) -- T(UG)- -T(UG) T(UG) I = y' / - 8" STORM / _�_- --�' —w f PUG P(6G A _ I- - - - --- -EOA _ - w - w - � WATER — — — — w w w - w — w�w — w — w — w r w w — — — — ■ FOG LINE 0 I ' 3 MH FND. MON IN CASE ■ (TYP) ��a v (TYP) : o 2 1/2" BRASS DISK W/ PUNCH n, a 16 WATER ^S ^� — NE 16TH/ST ST N _ IN 4X4 CONCRETE, DOWN 0.78 11 FOG LINE " 4 CLEARING LIMITS PUBLIC RIGHT-OF-WAY o = - = _ � : 1 W/ 9" LID ■ (TYP) 8 WATER 3 WATER 16" WATER AT CENTERLINE OF NE 16TH ST INSTALL", FILTER SOCKS AS NEEDEp TO GAS LINE I. 0 a YELLOW BOTTS & EDMONDS AVE NE a �• MITIGATE OFFSITt STORM RUNOFF. ..(Yp) �! SERVICE (TYP) u— ■ —W I V j DOTS (TYP) a a CROSSWALK --- G-�- G G G G -` G� G G —'.G G— G G— G G G ••'.G G-EOA—.•;G G -_ G- -- -- --- G G- -G —�-- G G— G G G- G-- --- G G G— G G G G• G G G G G W•------------------------------ ■ ------a^�:,�� =L--- _-____ - = == --`� _______________==-- ___ --(----------z _ __E_OA W SIDEWALK _` . I r- 0 I ----�- ,;,�;�C�q I a ,\o P I ---- Ta) T(UG) -T(UG) { ^SIDEWALK — ------P(uG) ---- -- -----) ( ) uc,} - P(UG) PUG P(W) PUG P r� J --- --- Z m x — x x x WATER METER POWER Q ! ADA RAMP "\ _ `L ADA RAMP W 3 0 0 / VAULT „ � I W I 1 SPEED LIMIT MAILBOX WOOD FENCE I EX R/W UNDERGROUND Q wo ,I`' U = SIGN I TO BE RELOCATED POWER LINE (TYP) W ' 0 STOP SIGN _ w I Z CHAINLINK WATER 0 - ■ 0 c� FENCE I I MH 0 w m CLEARING LIMITS I Z 0 a ALONG SILT FENCE 0 I m P QQ nI \UrL--1 Ir,I^...`.I LI _IL_ rL I .M UIIVIIVI\I-IS IrLInnl nrLCLUNDERGROUND A -)) TELEPHONE LINE (TYP) 14-2,50 n01-v -2,nuV-V1.81 V I W 50' R/W ^I IAn f, TA1 I I I v-Jrin1 v\7 I Al I Inl//,1 rnl L-II V\7-Vr,LI V I I \ A�)nl -.L inure n17n W W DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I , BRASS C W TH X" AT DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 RECORD DRAWINGS AS BUILT RK 5/4/22 BJT SuwI REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT oEs�N RK DRAWN. RK cHE BJT REVISION BY DATE APPR APPROV BJT 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL* NAw 1 HORD:ONrAL• NAD 19W 1991 DATU M Qw I*- W' z CL Q W 60' PRIVATE EASEMENT N 0 10' 20' 40' SCALE: 1 "=20' CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. r-A AA A A n II IrI R AAA ^)I A L-IVIIVI-114 I_L_ IVIMR r�rl r/\n I vLL.LvI v A [)n I 3 3� �vn 11 e nI I v , h., u I h"`t CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. �20100241� s F01STERN SloN L ECG 7/7/202-3 V C O v Vi = 4) � .� O m C � C Lu c O N M < 00 N 1a� t 0 � L0 i C O L 4-7 N Ln /c�v W U 00 r Q, Y 1-t 0 T O T T M H H N a J H H T N R-421208 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � AS—BUILTS TESC PLAN — OFFSITE VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 I— Ir w0_0M OM ET � N z0 DATA = z 7/7/2023 m FIELDBOOK: ZJ 0 PACE: a DRAWING NO, J LLi UEET: 8 OF: w 0 SI 8 L}m Q 0 0 L— a� U Q 0 N CD C-I N CD N L Ln a� a� a 0 +s 3 a I 00 I1l) N C s= 00 N 1-1 In 0 0 0 W"- AS-BUILTS TESC NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWINIG is LI$TINO OF GENERAL NOTES THAT SHALL BE INCORPORATED I N THE ER9wION AND SEDIMENT CONTROL {ESG) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDrTIONIAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDE D AFTER THE ESC STANDARD PLAN NOTES. 1- BEFORE ANY CONSTRLPCTION OR DEVELCFMENT ACTIVITY OCCURS, A PRE-CDNETRUCTION MEETING SHALL BE HEi6 AMONG THE CITY Of RENTON, HEREBY REFERRED Ti3 A$ THE CITY, THE APPLICANT, AN91 THE APPLICANT'S CONTRACTOR 2 THE APPLCANT IS RESPONSIBLE FOR OBTAINING THE WASHNGTON STATE DEPARTMENT OF ECOLOGY IEC(3LOGY) CONSTRUCTION STORMWATER GENERAL PERMIT. IF IT IS REQUIRED FOR THE PROJECT THEAPPLICANT SHALL PROVDE THE CITY COPIES OF ALL MC"FrORING REPORTS PROVIT}ED TO ECOLCOY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DPIAILING THE ORDERED STEPS THAT SHALL 9E FOLtOWED FROM CONSTRUCTION GOMMENCWENT TO 15067-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT F'SC REQUIREMENTS- 4. THE BOUNDAR€ES OF THE CLEARING LIMITS, SE14SITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLANS) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD 111 ACCORDANCE WFTH APPENDIX D OF THE CrTY OF RI=NTON SURFACE WATER DESIGN MANUAL (RENTON SWD ) PRIOR TO THE START OF CONSTRUCTION- DURING THE CONSTRUCTION PERICE. NO DISTURBANCE BEYOND THE CLEARING LJhHTS SHALT. BE PERMrTTED. THE CLEARING LIMITS SHALL BE MArNTAINED BY THE APPL1CANfTJESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGI NNING OF CONSTRUGT€ON AND MAINTAIN ED FOR THE OURATON 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 -CUT TO ROAD RIGHT OF WAY DOES NOT OCCU R FOR THE DURATION OF THE PROJECT, IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE ENE) OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER. AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATFr G. WASHOUT FROM 1;ONCRE€E T ROCK5 SHAI_L H£ PERFORMS❑ OFFSITE OR IN DESIGNATED C6NIiRETE WASHOUT AREAS ONLY. p❑ NOT WASH OUT GONrRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES ON•SITZ DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR W DE, I*JIATED CONCRETE WASHOUI' AREAS T ALL REQUIRED ESC BMPS SI rRLL BE CONSTRUCTED ANC JN OPERA-190N PRIOR TO LAND CLEARING ANDMR CONSTRUCTION TO PREVENT TRAKSPORTA71ON OF SEDIMENT TO SURFACE WATER. DRAINAGE SYSTEMS AND ADJACENT PROPERTIIES ALL ESC 13MPS SHALL BE MAINTAI NEC W A SATISFACTORY CONDITION UNTIL SUCm TIME THAT CLF ARING ANCIOR CONSTRUCTION I S CCMPLETE AND POTENTIAL FOr2 ONSITE EROSION HAS PASSED. ALL E$C SAPS SHALL 915 IRE MOvF0 AFTtER GONSTRUCTICM 13 COMPLEII D AND THE SFtE HAS 9;-:EN sTA81LIZ£D To ENSURE POTENTIAL FOR 6Fb-51TE EROSION DOES NOT EXIST TKIn IMPLEMENTATION, MAINTENANCE REPLACEMENT, ENHANCEMENT. AND REMOVAL OF ESC BMPS SHALL BE THE REWONSIBILrTY OF THE APPLICANT B. ANY HAZAfZ00U5 MATERIALS OR L1990 PRODiUi*M THAT HAVE THE PpTENTAAL TQ F30LLUTF RUNOFF SkALIr IiE DISPOSED QF PRQpERLY 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO Sr; MINIMUM REOUIREMENTS TO MEET ANTICIPATED SJTE CONDITIONS, AS CON$TRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE- THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BLIPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SrTE. DURING THE COURSE OF CONSTRUCTION, 17 SHALL BE THE OBLIGATION AND R ESPO NBI611.ITY OF THE APPLICANT TO ADDRESS ANY NEW COND171ONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS. EVER AND ABOVE MDNIMUM Ai CUI12PhIrNTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PA0PrfRTIES AND WATER QUALWY OP THE IWCEIVINAG DI'FAI NACaE SYSTEM. 11) APPROVAL Oft THIS PLAN 18 FoR EsC ONLY. IT Does NOT CONSTFrU-rE AN APPRcyvAL of sTORM mAINAGL DESIGN, $17£ NOR LOCATlok ❑F PIPES, R£;3TRICToas, CHANNELS, DR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCT1014 OF STDRMWATER FACILITIES SHALL BE SUBMITTED To THE C€TY FOR REVIEW AND APPROVAL 12. ANY AREAS OF UXPOSED SOILS. INCLUDING RQALIWAY EI,19ANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DUR N13 THE WET SEASON IOCTO'3ER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON IMAY 18T THROUGH SEPTEMBER 30THI SHALL BE IMMEDIATELY STABILIZED WTTH THE APPROVED ESC COVER METHODS {E G.. SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX O OF THE RENTON SWDM 13- VVET SEASON ESC REQUIREMENTS APPLY 70 ALL CONSTRUCTrON SITES BETWEEN OCTOBER 1ST AND APRJL 90TH. UNLESS OTHERWISE APPROVED BY THE CITY. 14 ANY ARFA NEEDING AWrTICNAL FSC MEASURES. NOS REOUIRING [MMEE'>•]ATE ATTFNTICN, SHALL M ANdAE5BED WITHIN SEVEN (7) DAYS 15. THE ESC BMPS ON INACTIVE 51T£S SHALL BE INSPECTED AND MAW iAIUM AT A'MINIMIJM O't ONCE A MONTH 012 *iTHIFI Z4 HOUR$ FOLI-OW 'I A $toRm EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16 BEFORI= i~RMMENCEMENT OF ANY CONSTRUCTK)N ACTIVITY. CATCH SIN INSERTS PER THE CrTY STANDARV PLAIT 2163D $HALL BE PROVIDED FOR ALL STORM DRAW, INLETS 1)OWNSLOPIE AFLD WITHIN 500 FEET OF A DI$TURI}ED CR CONSTRUCTION AREA, UNLESS THE RU44OFF THAT ENTERS THE INLET VWIL.I, RE 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 2J3 OF THE CAPACJTY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING THE CLEANING CPPERA7ION SHALL NOT FLUSH SEDIMENT -LADEN WATER IN70 THE DOWNSTREAM SYSTEM. 15. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE 14 ECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPAi,ITY. IF THE TEMPORARY FACILITY IS TD ULTIMATELY FUNCTION A$ AN INFILTRATIDN SYSTEM IN IT$ PERMANENT STATE. THE TEMPORARY FACILITY 5HALL 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 TV E PLAN(S) CONTAINING EXISTING STORMWATER FACILIITES OR ON -SITE SIPS (AMENDED SOILS, 81QRETENTIO4, PERMEABLE PAVEMENT ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AV04D SEDIMENTATICW AND COMPACTION 17URiNG CONSTRUCTION 2D. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1 ST). ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDPL N PFW--PARATPOI+I POR THE WINTER RAINS. DISTURBED AREAS SHALL � SODDED OR SEEDED WITHIN ONE WEEK OF THE BEG4NNING OF THE WFT SEASON. AN I±IHII3IT pF TH09K qR TO BE SDODP-D OR $E£I]n AND THOSE ARE -AS TO PE-NIIAW UNOnVERF-D $HALL 131E 5UBMITTED TO THE CITY FOR REVIEW 21- PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL PJE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE ALL ESC BMPS SHALL BE REMOVED. AND $TORMWATFR CONVFYANCE SYSTEMS, FACILFUES, AND ON -SITE RIMPS SHAL4 BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED AT A MINIMUM. DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENTCOVER WILL DEv€LOP SHORTLY AFTER FINAL APPROVAL. MULCH WJ7FI0UT SEEDING LS ADEQUATE FOR AREAS TO BCE LANDSCAPED BEFORE OCTC9ER 1ST. 22- ROCKERIES ARE CONSIDERED] TO BE A M1=TW)O OF BANK S TABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED Tfl SERVE AS Ai TAINING WALLS. ALL ACCKERIE$ IN CITY ROAD R*mTS•Of•WAY SHALL $E CONSTRUCTED IN ACCORDANCE Yvi" CFTY STANDARDS- PCICKERIES OUTSIDE OF RQAE] RI011T9-0f- WAY $HIAtl 131* "5TRUCTFD 1N ACfCURPAN'IE WITH THE I NT"NAT14NAL BUILi)ING C, 00 UN LESS OTHERWISE NOTED BRAW ING I£ 40T TO SCALE IMrS; STD. PLAN - 268,00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL rPR DEPARTMENT STANDARD PLAN NOTES GAIN 91281218 1 DATE :45 4 BEST MANAGEMENT PRACTICES (BMP) ALTERNATIVES MATERIAL QUALITY APPLICATION APPLICATION DEPTH OF REMARKS STANDARDS /mm 8F /ACRE APPLICATION GRAVEL, SLAG, OR WASHED, 3/4"-1-1/2" 9 CU YDS 3 INCHES FOR SHORT SLOPES AND AROUND WOODY PLANTS & ORNAMENTALS CRUSHED STONE SIZE USE WHERE SUBJECT TO FOOT TRAFIC. APPDX. 2000 LBS/CU YD. AIR DRIED, FREE FROM 75-100LBS OR 1-1/2 TO 2-1/2 MINIMUM OF 2 IN USE WHERE THE MULCHING EFFECT IS TO BE MAINTAINED FOR LESS HAY OR STRAW UNWANTED SEEDS & 2-3 BALES TONS OR 90-120 DEPTH, GREATER ON THAN 3 MONTHS. ANCHOR BY CRIMPING, COVERING WITH NETTING COARSE MATERIAL BALES STEEP AREAS OR NEAR SPRAYING WITH TACKIFIER AND/OR KEPT MOIST. PROTECTED AREAS) PLASTIC SHEETING MINIMUM 6—MIL ANCHOR WITH SANDBAGS OR TIRES ON 10—FOOT GRID IN ALL THICKNESS DIRECTIONS. OVERLAP EDGES. JUTE MAT, WOVEN N/A N/A USE ON STEEP SLOPES GREATER THAN 2:1 IN ADDITION STRAW BLANKET TO HYDROSEED OR WOOD FIBER WITH TACKIFIER. SYNTHETIC FIBER BLANKET WOOD FIBER DYED GREEN SHOULD 25-30 LBS. 1000-1500LBS IF USED ON CRITICAL AREAS, OR STEEP SLOPES, DOUBLE THE CELLULOSE (PARTIALLY NOT CONTAIN GROWTH NORMAL APPLICATION RATE. APPLY W/HYDROMULCHER. NO DIGESTED WOOD INHIBITING FACTORS TIE —DOWN REQUIRED. FIBERS) WOOD FIBER APPLIED 1.25 TONS PER USE 90 GAL/ACRE TACKIFIER FOR STEEP SLOPES LESS THAN WITH HYDROSEEDING ACRE; 2:1; 120 GAL/ACRE FOR STEEPER THAN 2:1 OR ALONE BARK CHIPS MIN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 6% WOOD CHIPS TREAT WITH 12LBS MIN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 15% (HOG FUEL) NITOGEN FERTILIZER/TON HYDROSEED USE MIX RECOMMENDED USE DOT SLOPE MIX FOR STEEP SLOPES. ABOVE �i DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I ,C WITH 'Y' AT BRASS DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 RECORD DRAWINGS AS BUILT REVISION PER COMMENTS DATED REVISION RK 5/4/22 BJT suwE m' RK 7/7/23 BJT DEMM K MAwN- RK cHE BJT BY DATE APPR BJT FILTER FABRIC FENCE INSTALLATION NOTES: 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES) 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY TEMPORARY EROSION CONTROL SEED MIX COMMON NAME LATIN NAME % SPECIES COMPOSITION DESIRED SEEDS PER SQUARE FOOT PURE LIVE SEED PER POUNDS/ACRE SPIKE BENTGRASS/AGROSTIS EXARATA 40 40 40 CALIFORNIA BROME/BROMUS CARINATUS 40 40 40 TUFTED HAIRGRASS/DESCHAMPSIA CESPITOSA 10 10 10 BLUE WILDRYE/ELYMUS GLAUCUS 10 10 10 CALIFORNIA OATGRASS/DANTHONIA CALIFORNICA 98 98 98 NATIVE RED FESCUE/FESTUCA RUBRA VAR. RUBRA 98 98 98 MEADOW BARLEY/HORDEUM BRACHYANTHERUM 92 92 92 N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAw 1 HORIZONTAL: NAD 19W 1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. �201041,' s F6'/STE�RN �6NA L E� 7/7/202-3 V E V Vf _ O O p. m C � C Lu cO c N M a' ON t 14 L0 i O Ln a-7 N N /c�v W U r a) Y �'t R-421209 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS TESC NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 DATE 7/7/2023 RELDBOOK PAGE O L0 T O O T N T W LJ M H H M T N LL I— Lu 0- 00 OM Er T II N z0 z �o >w U m rr W n O rr n z V a 4; 0 U Q CD N 0 P'7 N CD N L(7 N 5= N 0 N 0 (1) 1 DO N / (n 0 0 0 AS-BUILTS TESC NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON D oo°oa oa°oJC o ° � FLOW �/-�► OoO �OOoO ' PUN DITCH CHECK DAM (TYP ) ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH T MIN � Ol''✓ y� ;: i' �i••.' 24' MIN. ���V� CB' MIN. SECTION A 2'-4' ROCK 2 „M 1� CJVV 2 �1 L A L = THE DISTANCE SUCH THAT POINTS B 18' MIN. A AND B ARE OF EQUAL ELEVATION ��y} BOTTOM OF DITCH 3ECT1oN s NOTES: 1. CONDITIONS OF USE I.I. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 12 TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSNE DISCHARGE POINT 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 61NCHES 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 URIPUBLIC WORKS DEPARTMENT DITCH CHECK DAMS PPR D 9/28/2018 I GAZ Or.rl 2 2 MAX LEVEL BOTTOM MAX Ir 1 12' MIN �2'MIN -� SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES: 1. CONDITIONS OF USE 1.1. REQUIRED AT: THE TOP OF ALL SLOPES IN EXCESS OF 3H-1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF 112 AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW, AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20HAV (OR LESS) 3-5% 300 FEET 110 TO 20)H: IV 5.10% 200 FEET (4 TO 10)H IV 10.25% 100 FEET (2 TO 4)H:lV 25.50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 21 FOR SLOPES STEEPER THAN 2H.1V WHH 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. 22. 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 ANOlOR FREQUENCY OF THE SWALES SHALL BE INCREASED UNLESS OTHERWISE NOTED DRAWING IS NOT TO SCAtI (NTS) STD. PLAN - 217.10 URIPUBLIC WORKS PPP DEPARTMENT INTERCEPTOR SWALE GAZ 9/28/2018 Ii :45 AN 45 AN L MIN, 17 DEPTH T - 4' ROCK 24' MIN. SETTLING DEPTH - _- ° -� - \ 3.5'-6IF 1 S't.A:N SLUIMLNI SEONAUL-• CROSS SECTION NOTES: 1 MAYBE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM DRAINAGE GRATE GRATEFRAME SEDIMENT AND DEBRIS DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) BELOW INLET GRATE DEVICE FILTERED WATER - S MAX TRIM OVERFLOW BYPASS t - BELOW INLET GRATE DEVICE ISOMETRIC VIEW RETRIEVAL SYSTEM (TYP_) OVERFLOW BYPASS (TYP ) NOTES: I 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 PROTFC71ON 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 (SIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BKTD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE GIGO 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. STD. PLAN - 216.30 PUBLIC WORKS APPICIVID, DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 I DATE 12'OVERFLOW DEPTH OUTFLOW CHANNEL IF r CONSTRUCTED BY Z 1 ,I EXCAVATION 12' DEPTH 314" - 1 1 2" WASHED GRAVEL FILTER FABRIC FENCING UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 211.00 URIPUBLIC WORKS PPR''" DEPARTMENT SEDIMENT TRAP GAZ 9/28/2018 I DATE DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT NIN CHMARK I , BRASS C 1 CASE W TH X" AT DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 :45 AN :45 At 'YaSINhGaD� ` � R=25'MIN. � '4 \ INSTALL DRIVEWAY SIDECULVERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER CITY ROAD STANDARDS 4"-8' QUARRY SPALLS GEOTEXTILE 12' MIN. THICKNESS 2'92- 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC Y MIN -_-�----------_I�-- PI OST SPACING MAY BE INCREASED I 4'z4' MIN. TRENCH I I 17' MIN. J TO 8' IF WIRE BACKING IS USED OR 3/4' T TRENCH WITH NATIVE SOIL OR 3!4' TO 1-712" WASHED GRAVEL 2 x4' WOOD POSTS, STEEL FENCE POSTS. OR EQUIVALENT (TYP.I NOTES: 1. CONDITIONS OF USE 1.1 SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2 SILT FENCE I$ NOT INTENDED TO TREAT CONCENTRATED FLOWS. NOR LS IT INTENDED TO TREAT SUBS7ANTULL 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 AOB (A$TM D4751) 30-100 SIEVE SIZE (0.60-0 IS-) FOR SILT FILM 60-tD0 SIEVE SIZE (0.3D-0.1 S-) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM 044811 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 04632) 30% MAX (WOVEN) ULTRAVIOLET RESISTANCE (ASTM 1343SSI 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT BE STEEPER THAN ZH:1V 2.4 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 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE 3. MAINTENANCE STANDARDS 3,1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY 32. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT 3.4, SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH 35 IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED 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 15' MIN PROVIDE FULL WIDTH OF INGRESSIEGRESS AREA STD. PLAN - 214.00 PUBLIC WORKS SILT FENCE 9/28/2018 I DEPARTMENT GAZ DATE NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1.000 FEET OF THE SITE 1.2, FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE, STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTRWIDTH TO PROVIDE VEHICLE ACCESSIPARKING, BASED ON LOT SIZEICONFIGURATION. 2. DESIGN AND WSTALLATION 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 D62411 495 LBS. MIN ADS (ASTM D4751) 26-45 (U.S- STANDARD SIEVE SEE) 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 $PALLS 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, OUARRY 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 R 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 NOT TO SCALE (NTSI STD. PLAN - 215.10 PUBLIC WORKS PR° DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I DATE RECORD DRAWINGS AS BUILT RK 5/4/22 BJT S'II""' REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT oEsoN RK MAWN• RK CHE BJT REVISION BY DATE APPR 'PP�JT N/A ONE INCH AT FULL SCN.E IF NOT ONE INCH SCALE ACCORDINGLY :45 a= CALL BEFORE YOU DIG: 1-800-424-5555 VERIIGN_ NAVD 1 HORRONDIL: NAD 1983 1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. :45 v CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 1�1 Q-D r WAS ti O Al A_ o �20100 41� FS O/STERA s/0NA L F-N� 7/ 7/2023 V C 0 v YI L .� O 0 C Lu c: W N M C aO�ON m ^� L0 i LO a-7 N N /m W rO, V r Y R-421210 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS TESC NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O T O O T N T I- W 0- co OM T � N z0 = z DATA 7/7/2023 m 0 FlELDB001C PACE: Q J uj DRAWING NO, U m SNEEI:10 GF:40 N AS-BUILTS DETAILED GRADING PLAN N I 6 � I 32 00 '. II .� I OF I �o 4 BRENNON LANDING (VAUGHN TRUST PROPERTY) 'r I A PORTION OF SECTION 05 TOWNSHIP 23 N. RANGE 05 E. , W.M. CITY OF RENTON KING COUNTY WASHINGTON ra--�-- -----------------------------------------------------•------------------------------------------- x 60'RW - - W I / I i I - --- ------------- I I /l- 4 I /\T 2 L. V I t_ r^L,I/\ ),f I!r I)I r-) tAl A n q!I In I II/\I Irl I r (1-)n^r-)T m II rIIL-L.r R i & �AiwvRE A 30 - 30 I LI\IV o f\Lr\I F\nlVf \L.IIV I IVuvfILL. "HELL a hV�Lh I II --J I A n l A /l ^ ^Tr11/ A T n II/\I Inl A^ ) 1 ;o h� ) IVIvrIVL-In rr W n O rr n z _ Q N O N 0 0 +T 3 I 00 N C 'L i 00 N V 0 0 0 N 4! � �f7 X n. IV \,\, `Y\ _U-I- I I .)ILYYnI\I Ate, 1, I I W = A.)n 0 10' 20' 40' 1 ; I EX FENCE to zv- I- ------ N89 6. _-------------- I - II �� - - - 58 4 40 x---= 88'01 40"W 246.13 -- ----_- -- -- _______J _ ____ N88'01 40"W 1.03 SCALE: 'I "=20' I - - - _ ti-i t .•• •.•.. ..•.••. ........ I PLAT BOUNDARY_ c SO" 18'20"E 8 38' •'. .................. - - - - NE 15TH ST I PRIVATE i Q6`' ____ _ �i I s'o BW=298.2 - 304........... I ...... ✓ of "�j TW=304.8 TW=306.7 a, I59 ---BW=300.8 (4- .o =300.7_s.o-- -MV-3- . ....TW 306 I BENCH BLA 1 - 6 0 = .................. ........................................I......................... --- --- '., I c3':- BW=300.2 PROPOSED ROCKERY. ---� \ I i� z 2:1 SLOPE '� 1 TW=305.6 \SO'27'S6"W 46.96' II I �\ � I w� SEE WALL PLACEMENT ___.BW_299 6 I DETAIL ON SHEET 12 II I TW=302.5 ° BW=300.2 2'3 EX FENCE TO 4 / BE REMOVED II I II , . BENCH I II •. •: II II .. ... .. 31 00 1 II 306................... TW=301.7 , - I I _y- 7.1' ••...................................... BENCH % ..50'23'33"E 0.64' - TI I/\1 A A ^ BRLASS{ ERL II I II IHCIVIn rl\L L.LI\---J�------------ --' II 4 0l I BEARING PAD .;34„9C=1n16 ' i i/ SO'23'33"E 20.74'��� ELEVATION (TYP) I II .. 4 � .. �� I l 4. ;; r .'i I h299.20 298.80 I BLA 2 a I , 298.20 297.70 f II;r 1 II z j I o TREE PROTECTION FENCE I .... .02 5' WIDE X 15' LONG DRYWELL INSTALLED PER TREE RETENTION 0° I PLAN ON SHEETS 30 TO 31 I II I .. (TYP). DEPTH TO VARY BY LOT. I SEE SHEET 22 FOR DETAILS. �\ II \ I C `\ U II I I .`...` ,59 o SO'40'45"W 59.26' II j' II " I 2 8.27 297 6 - - _ - , 2 0 ° 298. 5 j -� - ---- - Q 297.07 c.I j EX CENTERLINE (TYP) I' PROPOSED R/W/ g w L II II �(��f///°Q• Q. ° ° 01 n ° d. '•c? d O '° \4 II I /� / Q z .•M InI Inl ^I Irnlr\ II .•% • i�... --------------------------- = \ ------------------------ ------------------ II \ P I' SO'40'45"W0:99' U..rII v Ljrlcl v� I in BEAM ..GUARDRAIL TYPE-­31 W /^ / A� , , 0 p' n I EX LOT .,.. r...,v L,v I - 3 \ co - I � , DESIGN A END SECTIONS. I II \ N � TRACT A ........................ ............... ........., ..._...: ............. ROAD A _ - I 30 - _ L L.............. r:: `-i " " ry SEE SHEET 22 FOR DETAILS. IN LINE I 0 RESIDENTIAL ACCESS -I - LANDSCAPE I �� ILLUMINATION L0 in �'� "' .� oo PROPOSED KEYSTONE WALL. TW=295.3 1•0 uJ POLE (TYP) N SEE WALL PLACEMENT o BW=294.3 DETAIL ON SHEET 12. :..%e / BLA 3 z II _ ....... ° 31'09"E 294 1' I Q ° e L I W J ii •• ' ° ° Z II d ° ° \\ ° m a : NO•A L r-\/ MIL RV\, •Y.. ° W ;; P..� �)nl A a d: ° ° Q 0' 18'45"W 78.43' a o °' PROPOSED R/W p W o = I Q 98.74 -Qj 298.26 - - - - - 297.6 029 .03 / 1 W wO ° l J= I w-'�m W D / 12 00 TW=296.5 a.o W ^ b BW=292.5 J:�' .• W z II 'Opl/ ° r� 2 1 TREE PROTECTION FENCE m 4 `�' r .. '° rn 1 5' WIDE X 15' LONG DRYWELL o TW=297.5 ,,, A� ,!, IniC N BW=296.5 INSTALLED PER TREE RETENTION v\./v\7L-n r \L-II VL I I Q (TYP DEPTH TO VARY BY LOT. PLAN ON SHEETS 30 TO 31 A.,n, -.3A-...^_, -- I :I ..�,. I........ w E FOR DETAILS. SE SHEET 22 •••��. 0'............2g8...................... TW-295.8 �9 - W 29 8 a.o ............ ;; 0 BW 8 = .. [ TW 297.5 B 1. it \\ 0 296,.. ' =295. SO'17'06"E 1.58��� III II II II 62.5' R/W \ �\ BEARING PAD II e ELEVATION (TYP) --- i 32.5' 1 30' .a ��'•••.. 1.9 BW=295 6 , " , % DSO 17 06 E 33.41 SAWCUT LINE 297.80 6 5 (TYP) 298.30 297.20 296.50 I 'r ' I TW=295.3 I �, , 29 \�;TW=297 I 00 I a.o BW=291.3 Q 2.2 A 12 I I T •--�� BW=295.3.5 �. i II � ;I 3.6' F^\ E STRO" ABERC> >io of I PROPOSED KEYSTONE WALL. 3 0 TW=297.5 0 ,A -,. IN' .; 3 r.;90-1802 ;w w�� 1 I SEE WALL PLACEMENT TW=298 2 BW=294.5 E � ° I DETAIL ON SHEET 12. TW=298.8 BW=295.2 3.0 12 2 $ BW=296.0 ' II I I� ...............�... .22.................. 2 ...........3........... TW=296.0 _ TW-295.2 BW=291.2 4•0 2.9 TW=297.5 �\ BW=297.1 BW-292.0 4 0 BW=294.6 - --- �p Ar , poll TW=294.6 ------------------- ------------ PLAT BOUNDARY 246.51 ° S89-54'27"E '• ° - NI 1 p BWT^ =293.6 TW=297.1 a o BW=293.1 -----�-- - ----- 9�' ............: - © o EX SHRUB 3' '. 60' R/W I • I i-'---- --------------- ,. 1 III I Imo) \, A E A A 1. A/1Tn 1 nivInlVIV I V a.o TW=294.5 W=290.5 - 4.0 � _ ------- _ ------- �.)� � ; 3 �.;90-1 g� EX FENCE BW 29. w 30' ;j 30' w --- - 0° S89'54'27"E 5.80' .� I 'I i II I I _ _ _ _ _ _ _ _ _ ._ _ _ 1 RECORD DRAWINGS AS BUILT RK 5/4/22 BJT suRumu: SCAL, 2 REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT oEsEu 1 "=20' RK BENCHMARK PUNCHMARK RK DATUM FOUND IN 2" BRASS DISC IN "X" CHMIGM, ONE INM FOUND PUNCHMARK IN 2" BRASS DOME IN MONUMENT IN MONUMENT IN CASE WITH AT NE 16TH ST. BJT AT FULL SCALE HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) IF ONE NM � ACCO MILY NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 NO. REVISION BY DATE APPR APP BJT RESIDENTIAL CURBCUT DRIVEWAY TYPE R1B TABLE DRIVEWAY LOT NO. ROAD NAME WIDTH STAMON 1 STA 10+77.00 ROAD A 15' 2 STA 11 +04.00 ROAD A 15' 3 STA 11 +97.00 ROAD A 15' 4 STA 12+24.00 ROAD A 15' 5 STA 12+24.72 ROAD A 15' 6 STA 11 +97.72 ROAD A 15' 7 STA 11 +04.72 ROAD A 15' 8 STA 10+77.72 ROAD A 15' TOP OF WALL ELEVATION (TYP.) TW=396.7 0.5 BW=396.2 EXPOSED HEIGHT OF WALL (TYP.) VEXPOSED BOTTOM OF WALL ELEVATION (TYP.) NOTES 1) SEE SHEET 21 FOR DRIVEWAY ENTRANCE DETAIL. © "NO PARKING - ANYTIME" SIGN TO BE INSTALLED BY CITY PERSONNEL. EXACT NUMBER AND LOCATION TO BE DETERMINED BY CITY ROAD NAME SIGN AND STOP SIGN SHALL BE PER STD PLAN 129 AND 137. ® RETAINING WALL NUMBER QSPOT ELEVATION AT CENTER OF LOT TREE PROTECTION KEYNOTE: PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO 0 WHICH TREES ARE BEING COUNTED AND THOSE WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE REFERENCE THE TREE RETENTION PLAN ON SHEETS 30 TO 31. TREE PROTECTION FENCE* SEE FENCING AND SIGNAGE DETAIL ON SHEET 31 MINIMUM ROOT PROTECTION i ZONE. SEE SHEETS 30 TO 31 FOR MORE DETAILS. SPECIAL KEYNOTE *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE MINIMUM ROOT PROTECTION ZONE OF ALL RETAINED TREES. ALL DISTANCES FROM THE TREE PROTECTION FENCE AND NECESSARY ROOT PROTECTION RADIUS'S ARE LISTED TREE BY TREE ON SHEET 31. DRIPLINES ARE NOT USED SINCE MAY TREES HAVE SURROUNDING TREE COMPETITION, ARE TIGHTLY SPACED, AND CROWNS ARE NOT SYMMETRIC. A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO INSPECT TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION REPORT FOR MORE DETAIL. APPROVED TREE PROTECTION PLAN IS LOCATED ON SHEETS 30 TO 31. EARTHWORK QUANTITIES CUT- 3,960 CY ML- AM CY SnWPM - 020 CY (EARTHWORK QUANTITIES ARE FOR PERMITTING PURPOSES ONLY. CONTRACTOR SHALL VERIFY EXACT QUANTITIES PRIOR TO CONSTRUCTION.) LBW=291.6 4 0 \/I ^v a I �f ^I II I II Inl nlln l/\ I :)r1vUv1 v I vII vv A -)k' � �; �G^-^^S2S2 "" r-3190 I ,88 A T\ BLA 4 ' 2 1 E S732'29"W 43.62' TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 30 TO 31 2.5' WIDE X 5' LONG X 3.6' DEEP DRYWELL. SEE SHEET 22 FOR DETAILS. >rnlnA ,A/I-,I/\I CALL BEFORE YOU DIGS L RE LIn „Ir\ICI\ ngnl (a'C ....nnln \:-V V IV 1-800-424-5555 H°NZ�"` ° IM log, C 1 TY OF 1;%R] RENTON DATUM • Planning/Building/Public Works Dept. LO T O O T M H H N a CONSTRUCTION RECORD J DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. LO co T O O T N O NS WAS O Z �20100 41� FS F01 S TERN S�-NA L ECG 7/ 7/2023 Oc,' th = d i :3t ._ 0 Im C � m C W C � fV M i a m •- c< 00 N �i L\ j i O L0 -4 a-7 f V /c�v W U or-0 (1) Y R-421211 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � AS-BUILTS DETAILED GRADING PLAN VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 I- W OM ET � N z0 DUE: = z 7/7/2023 m FiELoeooK: = O PACE: a DRANNO NO, J Ll.l SHEET: 11 OF: w ^ U L}v m 6' SEPARATION N J T N Q � FINISHED o O HOMESITE GRADE I 0 w � �\jj\jj\jj\jj\jj\%\\ 4' SEPARATION , x 1.5' 10 4- 0 J z LL 10 KEYSTONE RETAINING WALL (GEOTECHNICAL DESIGN REQUIRED) ALL RETAINING WALLS SHALL INCLUDE \%\%\ /\\/\\/\\/\\ A FOOTING DRAIN CONNECTED TO THE rr PERMANENT STORM SYSTEM, UNLESS ANOTHER w CONNECTION POINT IS SHOWN. (TYP.) n 0 TYPICAL 2-TIER rr' KEYSTONE WALL WITH BENCH n z NOT TO SCALE r= 1' V KEYSTONE RETAINING WALL (GEOTECHNICAL DESIGN REQUIRED) -EG GRADE m O o w c� m a_ i �\ g 1.5' 1 w w V) 10 w Q --- EG GRADE bi F L 1\ ALL RETAINING WALLS SHALL INCLUDE A FOOTING DRAIN CONNECTED TO THE PERMANENT STORM SYSTEM, UNLESS ANOTHER CONNECTION POINT IS SHOWN. (TYP.) TYPICAL KEYSTONE WALL NOT TO SCALE AS-BUILTS SITE CROSS SECTIONS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ovo HORIZONTAL VERTICAL 0 25' 50' 100' 0 2.5' 5' 10' NOTES SCALE: 1 "=50' SCALE: 1 "=5' ® RETAINING WALL NUMBER 305 ^^` •T• .11 285 w L M ao m wm -0—SECTION LINE H 4' MAX PROPOSED WALL 3 --EXISTING GRAD 0 SECTION LINE �0 00 M �pOp N rnLq r� 06 N 0-) N NN N N N NN SECTION A -A HORIZ. 1 "=50' - VERT. 1 "=5' HORIZONTAL VERTICAL 0 25' 50' 100' 0 2.5' 5' 10' SCALE: 1 "=50' SCALE: 1 "=5' •,• i Q � I J a 0 m x LL O 3W c� 3: U O N� � LL 0 Q m 6' _ I 18" MIN. BENCH 0 20 �, /\\ Q THE GEOTECHNICAL ENGINEER ///�� SHALL OBSERVE NATIVE CUTS oN 6 FOR EACH ROCKERY. ADDITIONAL o Q \\�� FLATTENING OF CUTS MAY BE RECOMMENDED BY THE 2W GEOTECHNICAL ENGINEER oN DEPENDING ON THE SOIL AND �, \//�\//�\ GROUNDWATER CONDITIONS OBSERVED. (TYP.) E \\ \\ ROCKERY RETAINING WALL (TYP.) FINISHED 6> \\j\\j (GEOTECHNICAL DESIGN REQUIRED) \//\i 28 5 o HOMESITE GRADE BENCH •Ti 285 Z H J d f / BENCH 1 ROCIERY (TYP) ID H co wat r- M d J Ml BENCH J U� CL'J A / 2 PROPOSED GRADE 3 NE WkLL (TYP �TING GRADE 33ECTION LINE GR ADE UNE -)UIIVN LIIIL rn N . N � oo jV � oo N O N Ln r�: 0-)00 ro O o� N p� N 0- N N 0) N 0) N 0)^ N N 0)m N N O M M 00 ,ten N/ \, ALL RETAINING WALLS SHALL INCLUDE N BEARING PAD ELEVATION A FOOTING DRAIN CONNECTED TO THE SECTION B-B PERMANENT STORM SYSTEM, UNLESS ANOTHER CONNECTION POINT IS SHOWN. (TYP.) HORIZ. 1 "=50' - VERT. 1 "=5' °J TYPICAL ROCKERY (CUT) CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT 0000 ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE 1 RECORD DRAWINGS AS BUILT n NOT TO SCALE NATIVE CUT ROCKERY RETAINING WALL PER DETAIL 2 REVISION PER COMMENTS DATED i PREPARED BY EARTH SOLUTIONS NW. V) CD CD FOUND CHMARK DATUM FOUND BRASS DOME IN MONUMENT IN MONUMENT CASE I , BRASS C W TH X" AT DISC 11 N 6TH ST. 1 W 6* HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. REVISION � NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 30o m 2W 285 •T• 290 285 t� 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. L0 T Ell Ell 000 Ma IIElllllEEME 11111111111111011 i�� �� �■� Ell Ell Ell m m Ell MEN%/% %//%P..7—► 1■%/// %///.■gym//%/i %%/%� MEN r AI1H;lr_111�1■%///. %///.■EllllllEEMlllIE ■%%/ %///.0 W, M_ of i ON .a_��_T W�■ElllllllEEI 01111111111111 ■"Emm ■■i=1m� =���■ IIIIIIIE1192 symArmY m ii_FL�r�■l���C� 111111■1Elffm wlill-mlI■ MEN i1inEc�r� Ir�■>.�>..�■�a���z� �� _��—� _A■ rar .ram 1■i������■�■ �I■r�r: �st�:{•11•���>_ a a■��z��■ MEN INItiME1•!1R7� 1■i/�000'al-0a■ ■ISIr- T� i ��'�•�■r�����L�J ■■1\I �Ci4■ mm_" z_T EllllllllEE1■��� ��■E. ■■Glumim7w�-a■ MEN lk I ■ Elf 'A mwaa2^ �:��q■ ..�_.. ■■ �■T1-1- i��� �i■ ■ ON Ell EEDU-1;m«■[in]0 fQMI►�[a]zaIz■I�lza'ATIT M■I!r ■«7;tll it] ►■I1► _ EllEll 00 n O7 LO J J SIIN(; WADE IN LINE J J Jr ZZA rzzzxzzZoo M vzzzrzzZoo IROPOSED_ GRADEM6" EMERGENCY rev O � co LO O ui uj ROPOSED SECTION INE HORIZ. 1"=_:t20' - ' 00� �� �OR �00 m 00 00N ON r7N cq� cq � 00 00 00 00 00 r, c0 ^ Ln ^ ^ r, r7 to '6 0-� rn rn rn rn 0-� rn m rn m rn 0-) 0)M 0)m N N N N N N N N N N N N N N N N N N N N 3W 3W 30 EDGE OF - HOUSE 3W 3W f SFPAHATIOP 2 CL 295 203 2W TION ON 2W 290 290 285 285 TINE Ed& 285 O L LQ N N RK 5/4/22 BJT suw"m' RK 7/7/23 BJT DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE I APPR APPROVED: BJT HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' 300 VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' SECTION E-E HORIZ. 1 "=20' - VERT. 1 "=5' CALL BEFORE YOU DIG: 1-800-424-5555 SCAM, H VARIES VERTICAL AD 1,� CITY 0 F HORIZOPRAL• NAD 985/1991 V1 "=5' ki RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY DRYWELL CALCULATION LOT PROVIDED DRYWELL DEPTH (FT) 1 6.0 2 5.5 3 5.5 4 6.0 5 6.5 6 5.5 7 5.5 8 6.0 WALL DRAIN 3.6 R-421212 305 O O T T 30o U All 290 C4 T O O O HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' 3W VERTICAL 0 2.5' 5' 10' LO co T SCALE: 1 "=5' O O 295 C) T N WAS O 290 � o Ul .' z �20100 41� Fs F01 S T S/DNA L ECG 285 7/7/202-3 V E V YI L O _ O o � .E 0 C � � C Lu c N N c M a' ON 1aQq tC14 LO i LO i._7 N ON /c�v a) W U r Y �4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I— Lu OM ET � N z0 AS-BUILTS SITE CROSS SECTIONS °" �/7/2023 = m FlELDB001C 0 VAUGHN PROPERTY LNG N0 MAINVUE WA, LLC W 121 3RD AVENUE ; 0 : � KIRKLAND WA 98033 12 40 m T I 0 LU N r T CV N N CV rlr AS -BUILTS COMPOSITE UTILITY PLAN 3T w I 632 00 ti°� ........ OF 1 0 BRENNON LANDING (VAUGHN TRUST PROPERTY) 3 III � I I � �• : J< II; II 3 I! I I "" EX OH TELECOM TO BE -=---,x RELOCATED OVERHEAD A PORTION OF SECTION 05� TOWNSHIP 23 N., RANGE 05 E., W.M. - I I; I I I I ;; '•••� a; ,' � -Y- I``' III II I 3 II _'• I' I y° FROM EX POWER POLE III i �- I''� J CITY OF RENTON KING COUNTY WASHINGTON I EX OVERHEAD POWER-141 _____ 1 TTOH ----- ---- 7 7 o III TO BE RELOCATED I 1 3-T(oHS------------------------------- --------------------------------------- -- T T I I 1 I F•- EX GAS w L { ---------------------,I I nT v' III UNDERGOUND 3 I w -�y {ems w l 11 I I I I ��I i' N Z " LINE (TYP) ( j w P( G) PrPIc,� w PUG w— T(UG) T(UG) 3 I I GV I I 3 1�1 x cWc - L VT I "I L_VT ll' I A L \/ "A AlrlLL %AI J W — G N G I 'n rll L. L. nR I R.. nIVUl Evv �C W r`)I/. R I ['^)I [--) A n IIlI In I— G` G G A I" 'T' I r R RvE::" \T I T(`G n ura Inl n^ V V I I d 1 ,� LI\IV f<Lr,1 i r,nlvf \L_IIY G— IVIIVr1LL_L_L 1 1 Li•I QQN A [)n I �� �u^-�Fsj� rr1Al n -)T - G G G — G — G — G — G II / I vlvrlvL_n.: I \ I I 31_--- -J L P(0 PO lil nl Iv ... r..,.v L_...I I :) L_rr nl'\ I ii \ I A�)w t.,u.V-iv:;:; r (H) (OH) — II IT I - -- ------------ _ nl Iv ..., ....v-I.r.., — — - - EX FENCE I ;4 ;c^ �Fsz o Ii T�i.G�� -J A[)AI ; --- -a-__-_--_-------__�--------- _- == _N8 01'40 13' --- II NE 15TH ST I I i i i a a— --- P(OH)="-24s. -- _ ___ -_ --_ ---- - - o• o"E .38' T BOUNDARY ...................c 8 •. i — — — — PRIVATE I I -� 1 G c c .............I., -=- l' '. I I .................. EX OVERHEAD POWER TO BE . I........ ..... , I3 I I a CONFIRMED NO SERVICE IS �.---------------------- - ----------------- -- E X 60 , _ I PROVIDED FROM LINE AND REMOVED 1 R/WJa I ----------------------- - I I PROPOSED ROCKERY 30' i I 30' Ir 5' MAX HEIGHT rr I I I I i 3II a a II I I I 31 00' 3II ^W I I I a I� a ........ . O , , 3II I �, •�•'•..........'.•' •'..... � � EX 16" WATER I II o � a I j I„ I I nvmn:: Lh�:)K.�L.cr\ II I I 3 u a Z MI I 1 1 Q I / z ;.; r n I I I II I ......I .............. . 2 3 II II � ,.' , of l' I I 3 ii o O •''I = X II I ii a m I al f a g I OVERHEAD POWER 11 j •EX..• ER..EAD E EX OVERHEAD POWER TO BE II I 2 • II Y I i TO BE REMOVED' n2 \\\ o Q RELOCATED UNDERGROUND. EX CENTERLINE (NP) I II o I 5' WIDE X 15' LONG DRYWELL II III a EX POWER POLE TO BE \ > CONTRACTOR SHALL COORDINATE WITH II I 3II \��CB#4 0l REMOVED. POWER TO BE (TYP). DEPTH TO VARY BY LOT. �\ HOMEOWNER PRIOR TO CONSTRUCTION II II I III "�j RELOCATED UNDERGROUND SEE SHEET 22 FOR ETAILS. < AND ALL DISTURBED AREAS SHALL BE I u II 3II = I ALONG PROJECT FRONTAGE. RESTORED TO EXISTING CONDITIONS. I o v Q "" " 1 II ay l w qq 1, ^I Irl I \/ rnL^L)I, �- I I 3II a \ •'L�V 1; SIF L_L. I I t') \U I I A`)^v A�ivV—I:?VV II I II I I � I �UG,II P(U ) —3-II P(UG) al - IIP( P(UG) �i----- II II I I aFq 11 R 11 PROPOSED R W:' 'I II 3II � PROPOSED POWER POLE CONNECT TO EX 3II FOR OVERHEAD SERVICE " I II TO -1800 AND -1801 CUT IN EX SEWER 16 WATER I I 311i 8" WATER,....-` w LINE AND INSTALL w a m• \ MANHOLE ° a ROAD A N 30 a RESIDENTIAL ACCESS SSMH#1 W IILO 6 M I•. 11 II I z I I u 3" II " / 8" SEWERul II \ WQ I I ¢ z I 3II a \\\ 12" STORM W\•. l I I Q W LLjj li II I �U' Z 3II III M N ^ a \ WO PROPOSED II Woo W EX 12" STORM I I W I II � — - - - - - - - - - - - - - - - - - / w o it II J = O II I II 1* O M va — W EX 8" SEWER I I 0 w 3 z I I W z a 6" SEWER o m 3 '•. SERVICE (TYP) III Q II �°�� I II � ^„II/\I A^ I(I InIr. I II UV V I _nS KL_II VL '. II I I '. 'n PROPOSED APII .....I C-n0 ; •'••. 62.5' POWER VAULT ..........2'..' ' .EX s8.....................' � ....... I R/W h I I I I 32.5' ;', 30' f� a EX WATER LX , SERVICE (TYP) w„w l# �- w- w w II �\ I EXTEND EX 12 " III II a CB#2 .•' .. .... . Iv STORM TO CB#2 o I EX 12" STORM 00 3II a REPLACE EX FIRE HYDRANT. SEE DETAIL ON SHEET 25 y� I EX POWER POLE TO BE REMOVED. II POWER AND SERVICES TO BE r A ♦/r .-.T^>/'\A F A I L S R/_/IVILj�r\\7 I I P(UG \ P(UG) CB#� 1 RELOCATED UNDERGROUND ALONG nl 1 v , ..130-0 I802 PROJECT FRONTAGE. I �, .................................................. .......................' 2 ... .. 2 3 •fV WATER SERVICE (NP) 5' WIDE X 15' LONG DRYWELL (TYP). DEPTH TO VARY BY LOT. ..• .... , • . . SEE SHEET 22 FOR DETAILS. . 6 I 5 PROPOSED KEYSTONE WALL 4' MAX HEIGHT (TYP) 2.5' WIDE X 5' LONG X 3.6' DEEP DRYWELL. SEE SHEET 22 FOR DETAILS. I>a I II T a(�) PLAT BOUNDARY' G Pc�G� G P-� P �` - G sae — ,---. -- ' o / " / o _S89 54 27 E 246.51 A I I II I EX 60 I I _ a / (G� T UG y '• ( ) I Tl PR )� (r�/� ( P(UG } P(UG•)' 9G'' • _ � P(�c "ice T(UG) ) I P(UG) �I III I Imo) \, A A A A A I/1T/1 --- ------__-- T*, x T(UG)P)= T'[ U TUG P(!!G) TU ,••• -------------- T(UGJ P(U T((j� rll L.L_II I nlVIn IVIV 1 V R/W (• .. // - N� I n`)I v ?: `t 3-v- 1 7 .:v EX SHRUB I I 30 :l „ "' 30 ¢ w �z x --IT ------------ -i x W EX OVERHEAD POWER I�I 3II0 a TO BE RELOCATED ----I;-I------- --� I UNDERGROUND 1 RECORD DRAWINGS AS BUILT II RESTORE SHOULDER TO I 2 REVISION PER COMMENTS DATED 6 30 23 EXISTING CONDITIONS IN DATUM FOUND " BENCHMARKBRASS DOME IN MONUMENT IN MONUMENTFOUND IN CASE MARK I WITH BRASS T DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 EX FENCE' RK 5/4/22 BJT sumEy ' RK 7/7/23 BJT DESIGNRK DRAW: RK CHECIGMBJT BY DATE APPR BJT MH#2 IQ) i 1 0 1 "=20' 89'58'40"W 6.40' 88'01'40"W 1.03' I� � BLA 1 ,­-S0.27'56"W 46.96' i) A I AAA /\I.In �����JJJJ A A A A f N 1 V V A. 14 ice: 1,--00-1. 1,8 3 — =S0'23f 33" E 0.641 �SO'23'33"E 20.74' ir— BLA 2 II TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 30 TO 31 ,-SO*40'45"W 59.26' I A KIT /\I I^)T A 3 3 'I 1. L ,/-NO'31'09"E 294.01' � - EX LOT - - LINE (TYP) —SO'40'45"W 0.99' [a] TRACT A LANDSCAPE BLA 3 A' M 1, . t...,v- I.. / 18'45"W 78.43' TREE. PROTECTION FENCE INSTALLED:' PER TREE RETENTION PLAN ON. SHEETS 30 TO 1 EX SHED _J� 50'17'06"E 33.41' -,-- BLA 4 \nV /a :)R S"r1vII I UvII ll v IN': I n I/, u vv ''32'29"W 43.62' TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 30 TO 31 �-S89'54'27"E 5.80' L.Ihuvvn rvlhlvr\ nl Iv 15583-0-10 VV 1V ONE INCH AT FULL SCALE IF HOT ONE MCH SCALE ACCORDINGLY VERTICAL- NAVD, HORIZONTAL NAD I N 1991 DATU M CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. CD L!7 T Q0 O O T U U 0 10' 20' 40' SCALE: 1 "=20' 1 M UTILITY CROSSING NOTES: T O 1. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. r N 2. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND Q OTHER UTILITY LINES AT CROSSINGS. ELSE ETHOFOAM PAD WILL BE PROVIDED. J UTILITY SEPARATION NOTES! WALL DRAIN KEYNOTES 1. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND Fil CONNECT FOOTING DRAINS. WATER MAINS AND A MINIMUM 7 FOOT SEPARATION BETWEEN SEWER AND ALL OTHER NOTES UTILITIES. ® RETAINING WALL NUMBER SPECIAL NOTE: LO SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN FEET C1r) INTO EACH LOT IF SANITARY SEWER MAINS ARE r AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION O DEVELOPMENT. O O POWER NOTE: N EXISTING OVERHEAD POWER ALONG THE FRONTAGE OF ABERDEEN AVE NE SHALL BE RELOCATED UNDERGROUND. 0 N Sf , �� � W A S � Al /'�/•� A LL CALL BEFORE YOU DIG: 1-800-424-5555 • CITY OF RENTON 1-`R Nuor Planning/Building/Public Works Dept. s F01STERN SIONA L 7/7/202-3 i 0c,' 1/f = : -0�O of M C � C LLI C N N I`M i a00N M— -0d1N cQQq i LO 4- N /M W 0 U C,4 Y r R-421213 S-421201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � AS—BUILTS COMPOSITE UTILITY PLAN VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 Ir W OM = T � N z%0 = ` DATE: 7/7/2023 m = O FIELDB001C PACE: Q J LLi DRAWING NO, U m mmT: 13 OF: w 0 L}V CONSTRUCTION RECORD N DRAWING N THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS I PREPARED BY BARGHAUSEN CONSULTING O ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A 0 COMBINATION OF THE FIELD SURVEYED INFORMATION Lu AND DOCUMENTED FIELD REVISIONS. rr ui n O n z a 110 N 0 N «j N E 0 3 a E L 00 ,'I - I'll) N C 1v 00 rl) N 1-1 V) O 0 0 AS-BUILTS ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. SEE SHEET 15 FOR ■ _ CITY OF RENTON, KING COUNTY, WASHINGTON SD STUB ■�■�■ ■ ■ ■�■�■7300' GND=297.60I.........4.5... .ILF 6" PVCIE=294.90'®2.86% SEE THIS SHEET FOR CONTINUATION '30 'r a a I YD 5 WIDE X 15 LONG DRYWELL II •' w RIM="ter 299.58 II EX 60'■�.�■�■�■�.■�■�■�■�■�■�■�■� (TYP). DEPTH TO VARY BY LOT. \ I IE= 72 (6.") 296.66 :: gj � LF 6" PVC YD 298.•96 SEE SHEET 22 FOR DETAILS. I � II R/W 1 a i I SD STUB :2 RIMrwzs L`' 29` �» GND=298.97 298:80 SD STUB 1.64.'� IE= r. 4- (6") 4 IE=295.95 - 3 �98 �+ z�& LF 6 PVC I GND=297.94 �95.28 �$ 297.70 W 85 LF 6 PVC l,1`i 77 LF 6 PVC 298.20 ►-29 �n II 031i 4.40�' 1 IE-295.52 SD STUBS ���.;;` ®g .I 0 6� GND=297.61 ..... . n a� } ( 299.20 0.96� oru_nno on 0 96� gz& II I I W\< 3 ii a �' \ Trr�o� IE=294.77 I I i Q W I ii z 15 \ » ou1 n� IE-296 89 `c»* 9 - » I I Q Of w a 11 0 LF 6 PVC _ 10 LF 6" PVC LF 6" PVC 9 � LF 6" PVC - - - II I I I I jj 0 ' , 0 1.04% - 0 1 V. 1.19% 06.67% EX 18 STORM'P(�� ► ----- --- - ® 8 32 /" I W o g 299.07, YD 1 8.76 b? 298.43 1 1 297.50 1 97. 3 297.57 YD EX 8 SEWER I, o o ;; a RIM- R W RIM=�9�36- 1 I I W L 3 J IF=9967- (6") a' Q. g YD a IE=�91- 6 Q m II i a296.14 RIM=298.63 d d 23aLF 6" PVC G a °' d d („)^ 294.16 ' c > 0 q, % i ; IE= � (6) 0-1.84io 1.31%' a d I I w 9• �:''r::: 295.40 d W I r� �! 8" WATER YD ° a ° ` d 5 LF 6 PVC 4.ra:7::; S m-w Iw a 12 LF 6" PVC RIMz98:�3--297.92 ° 0 1.84� , ''" 1 `o' �` 0 �-:6#%' IE-E95.88 (6) 294.98 P 1.019 \^ 1 A J I 2 I II r\��\ ,, II 0.99% .. W MO N 60 LF 12 SD --- \ \ �- a - ROAD A . ry 24 -2-& LF 12 DI- ��,,a 2 h ;�� RESIDENTIAL ACCESS II cs N �n. II 3II o';assa} a 35 LF 6" PVC ............. WATER SERVICE ...... ..... i ............. ,........................... INTERSECTION � ;............... z�#8- L .......... ............................ r�:ss::........ �::...... ................ 249 ... ............. F 12" SD 0 8.9". 1.14X (TYP); C6 STA=10+00.00 ROAD A I C a.. STA=30+00.00 ABERDEEN AVE NE e ° . 8" SEWER PERMEABLE YD ° i 11 I :. ° d 298.0091YD �. RIM=F7' 297.13 » d >i PAVEMENT PER C.O.R. EX . 16� WATER 11 a RIM= 6-le ° STD. PLAN 261.10 . IE-294+7 6" . A- 296.82 _ YD I 1175 3 II 298 72 YD <, ' s $ ° IE=294.52 (6") °., tea' 294.19 °' • • .'.4 'RIM - RIM �96 II - e . .. a: ° d ° 16- LF 12" SD °' IE=i'9riCr (6") 294.59 R W IE=-_T (6") p 11 1 _ 295.27 7 1 ---------- ----- 0297.49 297.22 O 293.41 I ° 13� 298.42 1 - _12 - 32.5' ° " 79 �-88- LF 6 PVC 0 LF 6 PVC DRIVEWAY SEE LF 6" PVC 11 � LF 6" PVC 0 0.98% LL 0 96 C.O.R. STD 104.3 �6- X II EX 62.5 3 II a a 0.94% ON SHT 21 0 30 RI►1 4.78% . w 1•. R/W 8 " I 3.439 _ » 5 5F I 3 3 ° .e: ' ° ' '��fM=�98-3& 76 LF 6 PVC 7 6•.....R 296.50 „ i ■' ■ ■�� ■ ■ ■� a..r °i - " 298.30 0 $98a% 0.89� 297.80 SD STUB 297;20 - - SEE SHEET 15 FOR CONTINUATION SD STUB BEARING PAD 1 GND=297.53 5' WIDE X 15' LONG SD STUB GND=298.72' ELEVATION (TYP) SD STUB IE=294.74 DRYWELL (TYP). DEPTH GND=296.94 IE=295.39 GND=29 TUB TO VARY BY LOT. SEE IE=293.49 SHEET 22 FOR DETAILS. IE=294.98 I N Sao, to] ml NO 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' 0 • m KiA 285 280 EX FENCE TO �\ BE REMOVED \ BLA 2 i \ 1 I 1 1 .z Innlr /H-)TAC iANL_ CUR I / ,:) g o AP,- 3.;4.;9-- sla a In YD " RIM=297.50 297.54 IE=29.4.06 (6") 294.11 23 LL 2+ LF 6" PVC 0 + 30 5.127 EX LOT LINE (TYP) - I, �EAM GUARDRAIL TYPE 31 W/ 1 "DESIGN A" END SECTIONS. SEE SHEET 22 FOR DETAILS. TRACT A I\ 23 LANDSCAPE LF 6" PVC 0 0.98991 2.07X ° BLA 3 1 0 ° - A I r\/ 1 111 AL_I_/\ IVIIL_ V I A CAI 0t " in IV � .iVvV-IICJ/ TREES TO BE VED (TYP) YD 12 RI 296.73 3- LF 6 PVC, - =293.36- (6") 293.31 0 3.67% 0. 88% 9 LF 6" PVC ' 0 8.98% 1.07% `TREE PROTECTION FENCE PER TREE RETENTION PLAN ON SHEETS 30 TO 31 (TYP) 2-TIER KEYSTONE WALL. SEE SHEET 12 FOR DETAILS. LOW PT STA = 11 +01.00 w N OC LOW PT ELEV--- = , 298.03 28 - J N o J LLI 0 w 0 o rn 00 r oo Q o ao z z c0 Fri W PROP L - >enim> o TYPE 1 WIT' lRU -- _ - + » » » TYPE 1 WIT' lRU _291-.375 --EXISTING 00- CURB LET 0 CENTERLINE (PUBLtG)-- r- STA=12+63.36, 12.42LT RIM=296-51- 296.07-- 00 07 m N (0 D7 M N � r CD D7 CA M N N 0 00 CD D7 CA M N N coo m 00 U7 CA M N N N o 00 CD CA CD N 17 o (o 00 07 0) N N Cq o(q ^ D7 (7) 0) N N 0) N N O � CO O) N N N rn � L(7 0) m 04 N o co Ln O) N N Cq co co Ln m O) 04 N N co Ln m O) (V N IE=293.8 IE=i9�3� (12" t6 m 6) (V N N 292.99 S) 292.99 DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I , BRASS C W TH X" AT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 1FF00 12+00 ROAD A RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' RECORD DRAWINGS AS BUILT RK 5/4/22 BJT suwmm� sOALE' PLAN: 1 "=20' VERTICAL NAVD Lees REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT DESIGNED PROF: H 1 "=20' HORIZONTAL NAD 1983/1991 RK V 1 of DRAWN: DRAWN: RK ONE INCH DATU M CHECKED: AT FULL SCALE BJT IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SME ACCORDINGLY BJT 3M m m 280 0 10' 20' 40' SITE MAP KEY PLAN SCALE: 1 "=20' ----------- P(OH) ........... .......J06..... ............ ' 1 '•.. I PROPOSED ROCKERY J 4' MAX HEIGHT 300.82 YD_/ RIM=366.61} 296.88 2 298.80 I I. '. ............. -CO-1.... ... RIM=300.56 IE=296.87 6 3 LF 6" PVC 0 1.62% FOR CONNECTION OF WALL DRAIN 97 .......... 9& kF 6" PVC f&O. 1.64Z BEARING PAD gyp` 3 f ELEVATION (TYP) 298.20 SEE THIS SHEET FOR CONTINUATION KEYNOTE OSPOT ELEVATION AT BACK OF WALK, CENTER OF DRIVEWAY. ®CURB RAMP NUMBER. SEE SHEET 16 FOR GRADING DETAILS. © "NO PARKING - ANYTIME" SIGN TO BE INSTALLED BY CITY PERSONNEL. EXACT NUMBER AND LOCATION TO BE DETERMINED BY CITY ❑S ROAD NAME SIGN AND STOP SIGN SHALL BE PER STD PLAN 129 AND 137. DRAINAGE NOTES: I. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00 CALL BEFORE YOU DIG: 1-800-424-5555 k CITY OF RENTON Planning/Building/Public Works Dept. Ln T O O T M H H T N a J H H T N O N S/ Al WAS O o �20100 41� FS STERN` s/DNA L ECG 7/ 7/2023 V E C v d% _c 7 .� i (0 Z C Lu c N N M 00 tea[ N L\ LO O L0 4-7 N N /c�v W U 00 r a) Y 1-t R-421214 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � AS-BUILTS ROAD AND DRAINAGE PLAN AND PROFILE - VMAGN�`11V�I; LLCM 121 3RD AVENUE KIRKLAND, WA 98033 rr Lu 0_00 OM ET � N z0 = z DATE 7/7/2023 m ZJ 0 FIELDBOOK: PACE: a J Ll.l DRANANO NO, U m mmT:14 GF:40 CONSTRUCTION RECORD N DRAWING N THIS CONSTRUCTION RECORD DRAWING IS A COPY 't OF THE APPROVED CONSTRUCTION DRAWINGS O 3 a N E L I 00 r7 N C i 00 r7 N 1-1 V) O O O N W ,- i7 AS-BUILTS ROAD AND DRAINAGE PLAN AND PROFILE - ABERDEEN AVE NE OF mmt i PREPARED BY BARGHAUSEN CONSULTING O ENGINEERS, INC AND HAS BEEN EDITED TO N LANDING (VAUGHNTRUSTPROPERTY)REFLECT ASBUILT CONDITIONS. THE INFORMATION BRENNO ' PROVIDED ON THESE RECORD DRAWINGS IS A 0 COMBINATION OF THE FIELD SURVEYED INFORMATION 0 10' 20' 40' Lu AND DOCUMENTED FIELD REVISIONS. EX POWER POLE TO BE REMOVED AND A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. OVERHEAD POWER TO BE RELOCATED CITY OF RENTON, KING COUNTY, WASHINGTON SCALE: 1 "=20' UNDERGROUND. CONTRACTOR SHALL �n COORDINATE WITH HOMEOWNER PRIOR TO I < �gIJ'r? ? CB STD GRT ,,, a) I EX WATER I �� �� r �� I uvrll V PnLI vv I I CONSTRUCTION AND ALL DISTURBED AREAS ^ ^�� RIM=296.46 - I �� ✓` rr r ` v`• i AI w .i.i 4i v ll- I V I O W /"11\L.LIVL I\VTT I `^��V '`r` J `" ^^ SSMH STUBS I SHALL BE RESTORED TO EXISTING CONDITIONS. 12 ADS E IE=291.51 r�� r %�`'` I Ib_ �= I = SSMH ^ �>LI : ;;,�-•�� EX WATER I r" rr r �.r�,)�^� ^^ ��� PROPOSED POWER POLE FOR OVERHEAD L'- -� a �I EX WATER �` r�� RIM=302.50 > RIM=304.56' I METER y�'�;�00 v 12 ADS W IE=291.51 METERS I EX SHRUB �-•�� I ^p;V SERVICE TO -1800 AND -1801 I °� 3� I 8" PVC N IE=290.85' a I N/S/NW CB STD GRT r,'-�;', +.:°�- I i SS r I I -J r`) I T EX MAILBOXES PROPOSED UNDERGROUND LIJ TF;C;�;,^ S PRESS.ER 8" PVC S IE=290.69' I I NO INVERTS MEASURED)RIM-305.12 EX OVERHEAD POWER TO BE RELOCATED UNDERGROUND. ( - I i 2ss•... I -- POWER LINE (TYP) EX DRIVEWAY CONTRACTOR SHALL COORDINATE WITH HOMEOWNER lin` I -,P"� 3 34 90-1n1� CB STD GRT I W I I I 1.2" ADS W IE=301.12' ........ ........... I v EX SIDEWALK I 12"-.ADS EX WATER r I___J�,•.. I PRIOR TO CONSTRUCTION AND ALL DISTURBED AREAS -I---- I EX RIM-304.08' Z I i2 •ADS S IE=301.12 - EX R W EX MAILBQX - I METER -------------L II I � � II I SHALL BE RESTORED TO EXISTING CONDITIONS � SIDEWALK " - ' SITE MAP KEY PLANNM T SDMH EX 12" STORM I; R r - I L- - EX 5 SIDEWALK I EX WATERDI --------------�________ -------------------_------:RIM=296.74' __-_ - _ __ 34 LF 12" EX SD _ ___ METERS EX DRIVEWAY \ X DRIVEWAY - .32' ---------- ---------------------- M SAWCUT EX EOA----------------- _ EX MAILBOXES EX DRIVEWAY '' 12" ADS NE IE=288.79' I EX 12" STORM TO BE -------------- - --- - -,-- ---------- __ _ _ 12 ADS E IE=297.10 - -LINE (TYP) - i . `19 12" ADS W IE=291.19' EXTENDED TO CB_2 �� EX 12 STORM I EX EOA EX FIRE SEWS 12" ADS S IE=297.07',. '----------- - - # _ X 12 STORM --- --- -- (ASB) 12" ADS N IE=288.69' ---==SDMH_--T---------------1------ -_- I - - - - HYDRANT -'� 12" ADS W IE=301.19' - - - r , rr r EX SDMI" *l - - - R ORM _ INTERSECTION b STA 28+24.41, 6.98 RT. '' (ASB) 12 ADS S IE=288.69 - RIM=�9G9�' 296.86 - II EX 8" SEWER '�' 3 BEGIN FRONTAGE IMPROVEMENTS AND I �� STA=10+00.00 ROAD A , STA 30+81.86, 5.11' RT - T - - _S - - - - -STA 31 +69.98, 17.44 RT I �� 12" ADS SW IE=28C48' rC i 3 ADA RAMP. SEE o o , EX 12 TORM I I Ix,•, FULL STREET GRIND AND OVERLAY ., I ADA RAMP. SEE STA=30+00.00 ABERDEEN AVE NE ,� END FULL STREET GRIND SAWCUT END FRONTAGE IMPROVEMENTS AND CONNECT EX 16" WATER ; SHEET 18 FOR ��" TO BE REMOVED 289.40 w SHEET 18 FOR w Lu I AND OVERLAY LINE (TYP) - `� I ABERDEEN AVE NE `., EX 16 WATER TO EX DRIVEWAY AND END SAWCUT EX SIGN TO GRADING DETAILS. O w I c� II c l GRADING DETAILS. - BE REMOVED - - » - - �_ _ 00 EX DRIVEWAY TO ADA RAMP. SEE - - CB STD GRT_ _ ' �\�� LF 12" SD , 1 R M )N *COLLECTOR ARTERIAL/NEIGHBORHOOD GREENWAY , 00 `�' BE REMOVED SHEET 18 FOR II RIM=304.96' EX 16" WATER w--w-w_-_w_-w-w_ w w-w-w-ww w-w-ww-w w-w��xr -w-w- w w w w--w-w EX 6 WATER ` _--_- ---_- I GRADING DETAILS. " ------------------------ --------- _-______________________���=---'------ _ _ ---- --- - - - -- --- 7-------_________-w �--w-w-w-w w- w-w-w--w-w-w-w- _ -wZ--- _ EX FIRE -- ----- 12 ADS W IE 297.61 * EX OVERHEAD POWER * * '`�............... • �- __ ----------------- --__ ----- ___ -- -- -________�________________________ - ---- -- _ __-- -- --- -- -_--�--�_- w - w - w - w - w- - - w - w - w - w w - w �.w w - w - w w HYDRANT ova TO BE RELOCATED I "X' 6 ' 36 LF 12" SID �fr LF 12" SD C-13 PQ 60 LF 12" SD cw w'O Ro 3 \� �� �# I STA 31+51.26� -- - -'EX FIRE . .? E E W X POWER VO TY CROSSING UNDERGROUND ,gip * I I P(OH)•... ....P(M).. P(OH)t P(OH)., P(OH) P(OH) P(OH) PIOP% / °°' °° w 8 ��, I 26.44 RT, HYDRANT.••r :..:r ' POLE ; • o • �.,H) P(OH) - P(OH) (OH) P H) 1 ( Z CB#2 r P(OHl P(OH� Pam`' •' P(OH) H P OH I ` 1 I' - P(OH)/% P(OH) P(OH) " P(UG) -I.7 3. p(UG) P(UG P(UG) * P(UG) P(UG) - P(UG) * P(UG) -J / % `� 8 LANDSCAPE�� ) ( ) P(OH) P 0 �Q -� P(0 P( H) - 29 P(OH) P(OH) ) P(OH) �� ►'SOH) P(OH P(0 P(OH) (HO)d• (HO)d •.(HO)�(U I / ' P uc ----- ' P(uc Q IE 12 SD=292.07 n I » �O Psuc------------- --- EX FENCE f 1 P (a - LF 6 PVC DSCAP " O EX POWER POLE. ADDRELOCATE FIRE HYDRANT' 8 LAN: E r , ( P 8 SS=289.70 GUY WIRE TO POLE 10.3 5 SIDEWALK °' o i ® 3-8fr% fl P Pc5' SIDEWALK---- ---- ' ..... ......... I. (TYP) �`o� T/ EX WATER TO MIN 18 TO 20 PLAT BOUNDARY YD ° o R I l �� BEHIND BACK OF CURB ° 4.40% -- PLAT 4�UNDA Y. ___-- 0 -- I II EX R/W - 2 IE 8" W=294.92 EX R W EX WATER METERS .•��•. � o � i RIM=299.39. .. , METER z RESTORE SHOULDER TO EX FENCE - - T t I J EX WATER I *SEPARATION IS LESS I \ PROPOSED MAILBOX ° IE=296.72 6") LF 6" PVC 5 I �;; =1 NEW LEAD T/P 12 SD=293.82 a _ sr +�E---- - - (UG) > °° P(U) PUG; a a ,� EX POWER BOX EXISTING CONDITIONS (TYP) w°"' I--"�'c� - P(uc) P(uc) LOCATION. SEE - P P( _ TO BE REMOVED ®2.86% I I I EX OVERHEAD POWER ANCOR EX FENCE T °_= P(u Pc'- _ u G) __ - uc - I . uc P ) I, I I METERS THAN 1.5 REQUIRES EX 20' `I �' �. DETAIL ON SHEET 18� ° TO BE RELOCATED �r PROPOSED UNDERGROUND (NP) �� �i9� a EX POWER POLE TO BE , ' ��c --- u;; GEOFOAM EASEMENT i REMOVED. POWER AND SERVICES PROPOSED J/ ADA RAMP. SEE EX POWER POLE TO BE I UNDERGROUND POWER LINE (TYP) EX UNDERGROUND RI ;F;ARD ;�IAST� �Y 11 ^ 7,. „C'„ ^ S; A ��l �T ^, EX DRIVE WA I _ ry} TO BE RELOCATED UNDERGROUND POWER VAULT SHEET 18 FOR REMOVED. POWER TO BE I III EX 22 Q3 IE 6" W=292.42 IVI/"1h I V L\7/"1-.... I !'1i L-L I VI V . �...: " POWER TYP ^'�"' ::o^ °�_ ALONG PROJECT FRONTAGE. LF 12 SD ( ) I V I T P 8" SD=290.87 I . r...,v- I i �;: ,��> j 4 ;ate , 2sz EX UNDERGROUND I �, - ADA RAMP. SEE c• S GRADING DETAILS. RELOCATED UNDERGROUND ,�Lo� / Q I �249 �� I.. EASEMENT I EX OH TELECOM TO BE POWER LINE (TYP) I SHEET 18 FOR ALONG PROJECT FRONTAGE.: ..... I EX GAS *SEPARATION IS LESS BEARING PAD ® GRADING DETAILS. PROPOSED UNDERGROUND PERMEABLE PAVEMENT PER I dd;; I LINE TYP RELOCATED OVERHEAD THAN 1.5', REQUIRES EX UNDERGROUND �, ELEVATION (TYP) ��298.30 POWER LINE (TYP) C.O.R. STD. PLAN 261.10 "? 1 i pl "I j ) FROM EX POWER POLE GEOFOAM TELEPHONE LINE (TYP) I I - EX OVERHEAD POWER 299 20 ro 2-TIER KEYSTONE WALL. \" ■'�'"�' ■ ■ �' ■ ■ �f ■ ■"� ■ �' ■ ■ TO BE REMOVED r d EX OVERHEAD POWER TO BE EX GAS LINE (TYP) SEE SHEET 12 FOR DETAILS. SEE SHEET 14 FOR CONTINUATION CONFIRMED NO SERVICE IS PROVIDED FROM LINE AND REMOVED I"IV VLVV LIV AND LADDER PLAN VIEW CB#2 TYPE II-489 1 ' =2' KEYNOTE SPOT ELEVATION AT 0 BACK OF WALK, CENTER OF DRIVEWAY. ❑S ROAD NAME SIGN AND STOP SIGN SHALL BE PER STD PLAN 129 AND 137. QCONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00 Kf :A 285 275 w c� z 0 rn rn o z w M - -- - C V w - - - - - - - ---- ------- 2 - 3 EX i" -VA I- - - I I1 "v - - TYPE 248 _ - - TYPn n - TYPE , _ _ „ rr_ r 20 „ „-SY291-..0 EX M _ SW). W959 _ VERTICAL STAm_28+88.+t,-%.S3t-LlI r r r RIM_ " N uJ O O Ln a0 a0 Ln N a0 r7 00 c0 (.0 c0 r r` � 00 Cn 0) O N r'-) r7 O O) O O O 0) O O O) O O O O O O O O N N N N N N N N N M �"� r7 r7 r7 r7 r7 r7 28+OD 29+00 30+00 311-•00 ABERDEEN AVE NE COLLECTOR ARTERIAL/ NEIGHBORHOOD GREENWAY HORIZ. 1 "=20' - VERT. 1 "=5' FOUND MARK BRASS DATUM FOUND P NCHMARK rIN�' 2" BRASS DOME IN MONUMENT IN MONUMENT NW CASE I WITH 'Y' AT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 1 I RECORD DRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED NO. REVISION RK 5/4/22 BJT sr"wE"m� RK 7/7/23 BJT DESIGNED: RK DRAWN:RK CHECKM: BJT BY DATE APPR APP':wEo: BJT CALL BEFORE YOU DIG: 1-800-424-5555 PLAN: 1 "=20' HORIZONTAL- AD 1 ,M iu: CITY 0 F PROF: H 1 "=20' HORIzoNru: NAD gees/1ee1 RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 310 TCI •ly 285 275 O N S/ Al WAS O Ul o Z �20100 41� F6l FS STERN s/DNA L ECG 7/ 7/2023 V C � 4) .E O 0 � Ln C LJ.I c N N M < 00 N -0 01 N aIN 1.0 0 � Lr) i i O L0 4-7 N /c�v W V � r (1)N Y 1-t R-421215 I `r O Ln co O O T M H N a J H H IN COMPLIANCE WITH CITY OF KEN I UN STANDARDS � AS-BUILTS ROAD AND DRAINAGE PLAN AND PROFILE - ABERDEEN AVE VAUGHN WPERTY MAINVUA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 rr Lu 0-00 OM ET � N z%0 ` DATE: 7/7/2023 m ZJ O FIELDBOOK: PAGE: a J w DRANNO NO, U m SHEET: 15 OF: w ^L}V c\l T I w 0 5' 10' 20' rr w n O rr n z -17 \a N 0 N Ln ai 0 0) 7 N a I co N c / 00 V) / 0 0 CD I SCALE: 1 "=10' PERMEABLE PAVEMENT PER n n n Crn nI AAI n C 4 1n � I SITE MAP KEY PLAN a 1T AS-BUILTS ADA RAMP DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 057 TOWNSHIP 23 N., RANGE 05 E., W.M. ter, o�.Ev CITY OF RENTON, KING COUNTY, WASHINGTON CURB RETURN TABLE LOC STA & OFF Q PC 10+51.00, 7.00 RT 5'53'42 25.00 2.57 298.67 Ya A 10+53.57, 7.13 RT 5'53'42" 25.00' 2.57' 298.61 }� A 10+56.11, 7.53 RT 5'53'42" 25.00' 2.57' 298.55 Y p 10+58.59, 8.18 RT 5'53'42" 25.00' 2.57' 298.49 PT 10+61.00, 9.09 RT 5'53'42" 25.00' 2.57' 298.43 Q PC 10+65.18, 10.91 RT 5-53142" 25.00' 2.57' 298.33 Yap 10+67.59, 11.82 RT 5'53'42" 25.00' 2.57' 298.28 p 10+70.07, 12.47 RT 5'53'42" 25.00' 2.57' 298.21 N p 10+72.62, 12.87 RT 5'53'42" 25.00' 2.57' 298.16 PT 10+75.18, 13.00 RT 5'53'42" 25.00' 2.57' 298.12 I 1 � I � I � I � I � I � I � I � �302.14 � 301.50 / 1 i STA=30+48.00 16.00 RT l . goo ��.. • ' � � . O. </ i N.'2 `�9� •' ROAD A ........ . . RESIDENTIAL ACCESS ......... , A=23.34'47" ............ . 2.3q R=25.00' ..:.." A-23'34'48" L=10.29 .... R=25.00' L=10.29' '••y a • . 299.3 ' o: 298.01 STA=29+58 ;00. 16.00 RT 98 5 / 0 298.57 i PROPOSED MAILBOX ......................298 ............... LOCATION. SEE DETAIL ON SHEET 18 ROAD A / ABERDEEN AVE NE INTERSECTION DETAIL 1 "=10' 2 IN DATUM FBENCHMARK" FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I WITH BRASS T DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 I� 0 5' 10' 20' SCALE: 1 "=10' J I dill\VIV I !l\7LL. I AA1 I(11A 11AA1/' L-I"�IV 1\IIVI LJ 11V\7 � EX R/W nl ---------- EOA _ N NE 16TH ST S=11.4% b\ 0 M u N SAWCUT LINE 333.02 335.85 MATCH EG _ �- ---- -- - M EG I r---- � b\ �. MATCH EG i 335.01 0. EOA ' 14.5%••. N 0.6% j('n'01106%06�11 MATCH EG 336.75 ----------------------------------EOA------------------------- - o \335.•04 ay °!�9'� 114.2%. �01 40.6% .a '.. . 15"'y EX MAILBOX TO .' 335.13 BE RELOCATED.. X X X - X X X X X - 16 Jzl- EX FENCE \n I ^I IAn1n Q rAI I V vf1MI V\7 \A I M I IA 1/II ILA L.0 v/1 v-\,f1L1 vI 11�I4/2"0v0-0I/0 MATCH EG EX SIDEWALK ------------------------------ �\337-29 X-X-X-X MATCH EG I EX R/W I II r1 1 ICI I r-r l/VLl flvl L.LL n�14/ .iVvV-VI/v NE 16TH ST OFFSITE WALKWAY DETAIL CURB RAMP LOCATION DATA TABLE CURB RAMP STATION OFFSET O1 10+37.61 15.66' LT 20 10+37.61 9.66' RT 30 51 +46.37 17.50' RT ® 31 +37.77 16.00' RT 50 28+66.90 16.00' RT KEYNOTES 0 5' WIDE LANDING. MAXIMUM 1.5% GRADE IN ANY DIRECTION OSIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 1.5% MAX GRADE ACROSS OSIDEWALKS ACROSS DRIVEWAYS SHALL BE CONSISTENTLY SLOPE (NO RAMPING DOWN/UP). TYP SEE SHEET 21 FOR CURB RAMP DETAILS RECORD DRAWINGS AS BUILT RK 5/4/22 BJT SUM' - REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT DOMRK DRAW RK BJT REVISION REVISION BY DATE APPR APP�B•JT 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE NM SCALE ACCORDINGLY N 0 5' 10' 20' SCALE: 1 "=10' 0 510' 20' SCALE: 1 "=10' VERTICAL: NAVD 1 HOFUMAL: NAD 10 1991 DATU M I I ; I 1 I � - I I � I ; I--- ------------- ' -? �- Flo 0000 j ----� w'Polo 304.01 304.65 ......304I%2` I W Z N 2 4 L� 1 II o i 7.5.5% \ w o Of I I 303.94 304.65 > i, Qo ; �� 304.57 ... =.1...30�.....v' 304.39 N I z w ' I 304.47 W Q i r a 0 � N J 11 w < j, g / I m 0 U I �•• .ago QI �� 1 w I in J I 0 i �// ...... 1 ABERDEEN AVE NE NORTH RAMP DETAIL 1 "=10' 1 "=10' CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF [46R) RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. I I I I I I I I O 1 p 1 I v I I I I I �96.94 I I I I !96.87 I ....... I7 L6.81 � I � I - \ rn N -------------------------- FAS ON '1 f�'f . lei �20100241, �� s F01STERN S10NA L ECG 7/ 7/2023 V c 0 vi = L N : t ._ 0 of C uu N N I`M i a00N M 4-0 3 or) j i LO +.; N /c�v W O U a) YNt N r R-421216 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS ADA RAMP DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 M H H H T N OC rr w 0- W co T � N z0 = z DATA 7/7/2023 m O FlELDB001C PW: a J uj DRAWING NO: U m SHE7:16 OF:40 T i Q w rr LU n O rr n z -17 Q > N a U V) Q N CD N 0 N Lc) N Q 3 00 a i 00 N i C c 00 N 0 0 0 W� 16 M fT 0 0 5' 10' 20' INTERSECTION 1 ROAD A STA: 10+00.00 SCALE: 1 "-1 O' ABERDEEN AVE NE STA: 30+00.00 3 - EX STOP BAR SSA o . 3 v •.• EX OVERHEAD POWER LINE (TYP) W _Z . GI GQ I3 G GGG 3GG G G ' Q Q w 3 EX 16" 308.23 MATCH EG w W WATE Z a" I W 00 0 Z, W o 3 ' EX STO w o I SIGN. '' �IJm 3 �/ W o� W 3 M ■�■ Z I I / Q AS-BUILTS NE 16TH ST OFFSITE WALKWAY DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 057 TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON - •• •• •• •• "" vv vv -vv- vv-w-w -w-w w- d I \ ^ EX UNDERGROUND 1 3 EX OVERHEAD v TELEPHONE LINE (TYP) 3 1 POWER LINE (TYP) N,�EX GAS ■ W LINE (TYP) N 3p4 • .... I W cl -- - - - - STA 42+35.00, 10.84' RT 5=0.9% (n EX MAILBOXES CONTINUE 6' GRAVEL PATH 3 2 1'/Y^mil 05.20 TO BE RELOCATED 304.01 303.87 3 ■ + :H EG BEHIND WALL MATCH EG � :. MATCH EG C4 W ..: CO_ e :..: ■ a +- G =-.,G -..G-•.G.�•:G•• G -'•G -�iG rt'G .---G�-•G. .-`.G:� G: \.fir:' G•"-.G G:•-•--•G •''�.G��- G .� W i.. \ �. WOOD WALL 304.09 I co _.. wua•ts�------_�S __ TO BE REMOVED 3 ■ J 05.93 ' EX CHAINLINK - 1 /_, ATCH FENCE �•.. METER (TYP) U G r-x x-x-x-x-x _ x ' �p�+ �xx�--x x� O EX TREE ' Q EX•'WATER �} x (TYP) METER (TYP) O EXRW ■ 1 MC SDMH RIM=302.40' w - w DOES NOT CONNECT T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) -T(UG) Ww-w-W- W W- W- W W- W- W- W W- W W W� W-- W J W-WW- W-w-W W Qom" a r�(iCJ 1 ■ EX OVERHEAD 3 I ■ Z EX UNDERGROUND POWER LINE (TYP) I I 0 EX 16" WATER EX FOG TELEPHONE LINE (TYP) z 3 EX 8" SEWER ! W I LINE (TYP) EX 8" SEWER Q o INTERSECTION W ■ a NE 16TH ST STA: 44+08.29 Q �_ _ __ ----_ ----_ -W --_ ----_ ----_ - NE 16TH ST _ _ _ _ _ _ Z i a ■ -- o S=0.2% S=0.7% 3 o SSMH ■ U I S=0.9% STA 42+35.00, 10.84' RT o - - 0 RIM=302.83' 1 ■ CONTINUE 6' GRAVEL PATH X EX FOG STA 43+46.50 15.11' RT I Q° o EX 8" WATER 3 Z 8" CNC N IE=292.68' ■ 0 LINE (TYP) / 1 U CV W 303.60 w 303.50 END 6' GRAVEL PATH a 3 8 CNC E IE=292.58 W 1 MATCH EG MATCH EG MATCH EG MATCH EG 303.40 os ql 8" PVC W IE=292.68' Q ■ EX EOA MATCH EG 3 Q ■ 0 L.■ W I _ a 302.90 ~` I W rn cv 03 303.35 °' 3 ■ U) ■' : • m • •• ' :. . . MATCH EG MATCH EG- Z - -.G�, G.. G.�G•TGG G G�GT�T TG�G�G G. . ':. . �. EG LLI _ I GG T G --• G` G' G -''G• G G' .. �� : G G 'G GI/�MA�TCH G -I G G --I G G G �JG , J ■ :. G-G-G-G-G - - --G-G-G-G-G- - -G■ G• G .. .. c ..' c.�•G.."G. c G 3 0 I 303 70 I : ' :. v; ...: • .. I 303.63 303.66 F-f D ■.. I , \ EX RIVEWAY q STORM Q EX 12" •�• U EX. GRAVEL `' ' •. I % QS 3 m --- ----- W } } ■ CAS I : ' .DRIVEWAY TQ• .BE j .: .. N l j EX GAS ... EX WATER .. . .......... \\ EX MAILBOXES ! RECRAD'ED ' ..., • LINE (NP) 3(y® I EX WOOD METER (NP) :: 304........... TO BE.,RELOCATED EX FENCE , ■ W 304.06 7,`^+T`._: •'': :.:..:.: : ' I EX TREE .. FENCE N, 1.�•�_ I ----- --- --� o� 1 ■ I rr rr (NP) rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr r I w W a 1 - - _ �, 1 ■ EX R/W 303.95 � � • � EXRW CB STD GRT 1 MATCH EG NE 16TH ST/ABERDEEN AVE NE - c6 s GRT RIM=301.78' " RIM=302.33' 12" ADS E IE=298.93' BLAINE AVE NE WALKWAY DETAIL 12 ADS NE IE=300.6112" ADS SW IE=298.93' T(UG) ikuv) S=1.3% 308.. NE 16TH ST S=2.9% -SSMH RIM=306.94'� I 8" PVC E IE=297.14' CENTER=297.19' - EX 8" SEWER _ Q BLAINE AVE NE WALKWAY DETAIL EX OVERHEAD Q° POWER LINE (TYP) ----------- ---- -----� v..�i ��uul r�uu) P(UG) P(UG) PING) P(UG) �- P(UG) P(UG) P(UG) _ PN�) -------- - EOA : P(UG) ( ) ( ) ( ) ( ) ------ EX E0A-------------------------- P UG PUG PUG PUG W W- W- W` W W- W- W- W W T W- W- W W- N- W- W W- W W W W- W- W- W- W W W W- W- W -!W - W- W- W- F v - CB STD GRT jNVV3/�\V/ 1 EX 12 STORM RIM=322.09 a " EX FOG 12" ADS W IE=319:03' EX 16 WATER LINE (TYP) I EX UNDERGROUND 0 I TELEPHONE LINE (TYP) v Q' WATER 2 3 kn NE 16TH ST N c 3 ■ - - - - - - -:� - - - - -- SAWCUT LINE SS�� S=9.7% o 1 S �% © S (�•p �- EX UNDERGROUND 3 0 ■ tzl Z 1 INTERSECTION a EX UNDERGROUND STA 51 +43.87, 17.50' RT ) N; POWER LINE (TYP) ■ NE 16TH•.. ST STA: 50+49.18 0 1 I POWER . LINE (TYP) BEGIN ADA RAMP. STA 51 +54.87, 11.52' RT. 0 U ■ o STA 51 +28.88, •:11.50' RT 333.02 END SAWCUT I EX GAS BEGIN SAWCUT MATCH EG'-' 335.85 EX GAS 1 a LINE (TYP) `. EX SPEED 332.86 ,---------F-- ---- -- -- -EG - 35 STA 51+63.87, 17.51' RT IZ-G- LINE (TYP) MATCH 0 1 LIMIT SIGN MATCH EG ► • END'•. ADA RAMP a :f W■ G G G G G G G G G G G I G G G G �: G G G G G G G G G •G G G- G- G G G- G G G G, .MATCH E G `. E X E 0 A G - G r- G- - G- G- G- G- - G- G- G- G- - G- G GEX E O AG - G- G- G- - ------ 0• a - - ------ ------------------------------ --- ■ ------ -------------- ---------- ------------------------ ----- ----- ------ --- ----------------------------------- -- p I i EX ADA Z I I •'. ADA �pl'` -; ;____ ------------- ���_� - a� v 0 I RAMP JEX RAMP F.' d K 337.11 a '°^ a s I P(UG) P(UG). •... m ■ 1.' ~ SIDEWAL .a: I TNc) -I-- NG) T(UG) Nc> T(UG) o 00 moo MATCH EEG 337.28 : A EX SIDEWALK a P(fc) PNc) Q P 1 T(UG) a EG 4 MATCH W1 a \\0 Z I� x xx- xxxxx� -xx x x- x-x -x -x -I EX WOOD W EX STOP FENCE 1 x SIGN FENCE TO BE RELOCATED ffl - 1 / / EX STOP EXRW i EXRW EX WATER 0 BAR NE 16TH ST/DAYTON CT NE 16AFOR MDETAILS, P. SEE SHEET METER (TYP) WALKWAY DETAIL 1 "=10, IN DATUM FOUND " BENCHMARKBRASS DOME IN MONUMENT IN MONUMENTFOUND IN CASE MARK I WITH BRASS T DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 RECORD DRAWINGS AS BUILT RK 5/4/22 BJT SURVEYM. REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT DESMRK DRAW RK CHECIGMBJT REVISION BY DATE APPR BJT 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE NON SCALE ACCOMMY VER rA- NAVD L: NAD 192971991 DATU M HORIZONTAL 0 25' 50' 100' SCALE: 1 "=50' VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' N 0 5' 10' 20' SCALE: 1 "=1 O' SECTION A -A HORIZ. 1 "=20' - VERT. 1 "=5' � z J 2 zT �Z00 PROPOSED GRADE-- ISTING GRADE -ECTION LINE GR PROPOSED C 0 co 0 1p LO p co Lri 0 SECTION B-B HORIZ. 1 "=20' - VERT. 1 "=5' CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. m �20100241� s F01STERN S�0N L ECG 7/7/202-3 c O vi = - N 7 : t •� N C W C N N I`M i a00N M- -0 �Q� Ol N r i L0 a-,' N /c�v W rO' V � Y N r R-421217 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS NE 16TH ST OFFSITE WALKWAY DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 T O O T M H H H H T N LL I..LI OM T � N z0 = z DATA 7/7/2023 m O FlEL MXM* J Uj MWNO NO: U m s"Eff:17 OF: LL W q O rr n z 2 0 a N / O O O AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT. AND THE APPLICANT'S CONTRACTOR 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3 ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE IRMO). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWAI. 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. 6. ACOPY 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 APPLICANTS CONTRACTOR TotNDEPENDENTLY 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)0 - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS. ALL TRENCH BACKFILL SMALL BE FIRM AND UNYIELDING BUT IN NO CASE SWILL 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 N 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 CT'. PIPE PREPARED T1 T T T T 12 ALL P E AND APPURTENANCES SHALL BE LAID ON A PROPERLY REPA ED FOUNDATION IN ACCORDANCE WITH THE CURRENT SATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH SOT -TOM 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 SACKFILL 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 51NSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON. SOLT-LOCKING LIDS PER THE CITY STANDARD PLAN 204.10. 20420. 204.30, 204 40. AND 204 50. STRUCTURES SMALL 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 CURBlGUTTER LINE. • ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO - 15 BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4 1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM 16 LIDS OF MANHOLESfCATCH 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# -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3.1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.00 • PUBLIC WORKS SURFACE WATER STANDARD PLAN 4ee61pEga6Y: DEPARTMENT NOTES (1 OF 2) artiin� Pastucha8113/2020 'S'p"48BA49p DATE 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 EVER, 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 11) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS. • 4-8 NCH ROCK / 40 - 70% PASSING, • 2-4 MCH ROCK / 30 - 40% PASSING, AND • LESS THAN 2 INCH ROCK 1 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 SMPS, 20. THE ENOOF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-LOCKNG LID MARKED'STORM- OR'DRMW SRALL SE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CRY STANDARD PLAN 221.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED N WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION 22 ALL NEWLY414STALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.D0 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 8E TESTED IN ACCORDANCE WITH SECTION 7-04.311) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CRY. 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 SO11 EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLA" 211COD 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION ANDIOR 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 O� 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 CRY ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY 77. PROJECTS LOCATED WITHIN THE CITYS AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 06 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS IRMC 4.3-0501 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINIMANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OI STREET TRAVEL LANES, BIKE LADIES. SIS DEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NONKID 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 42.1 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 THLS 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 SMALL BE CONDUCTED. FOR LARGE AREAS WQ, 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 SMALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED. DRAWING IS NOTTO SLALL (NISI STD. PLAN - 267.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN aF•aw: DEPARTMENT /13/2020 NOTES (2 OFNOTES (2 OF 2)Aartin PastuchPastuch� 4">j:IF""G9t•44D0 DATE 1 8:0 8:48 DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I , BRASS C W TH X" AT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT - 6" HMA I ) EE NOTE 2) EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR MIN. T2_ MIN. CENTER OF LANE MARKING A (SEE NOTE 2) VCRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-400OW CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-0314(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF0 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSOOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B • FOR STORM AND WATER PIPE, PER STD PLAN 220.0 F • FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH 4 FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A /4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6 RESIDENTIAL ACCESS STREETS - HMA CL }" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH SM. PLAN - 110.1 • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR FT W I,I) DEPARTMENT RIGID PAVEMENT WITH OVERLAY AllO�lj / DocuSign Envelope ID, A9707D3B-AOEF-441F-8140-2CDB48EB78CA I BASE, TE 6 SAND LAYER SEE NOTE 5 i2' MIN. ABOVE SEASONAL HIGH GROUNDWATER OR HYDRAULICALLY RESTRICTIVE LAYER PERVIOUS CONCRETE/POROUS ASPHALT MINIMUM MATERIAL THICKNESS (IN): RESIDENTIAL STREETS AND PEDESTRIANALLEYS PERVIOUS POROUS PERVIOUS POROUS LAYER MATERIAL TYPE' CONCRETE ASPHALT CONCRETE ASPHALT (IN) (IN) (IN) IIN) OPERMEABLE PAVEMENT. SEE NOTE I e 6 5 4 © CHOKER COURSE, SEE NOTE 2 0 2 0 2 © AGGREGATE BASE. SEE NOTE 3 6 6 6 4 NOTES: 1. PERMEABLE PAVEMENT THICKNESSES LISTED FOR POROUS ASPHALT INCLUDE WEARING COURSE AND ASPHALT TREATED PERMEABLE BASE (ATPBI WHEN UTILIZED PERMEABLE ASPHALT TREATED BASE (PATS) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2. CHOKER COURSE REQUIRED WHEN ATPB IS USED. 2. CRUSHED SURFACING CHOKER COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP "4.2(9-01S(2)).OPT2. 3. AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(B-03..9(2))-OPT 7. RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE. HYDRAULIC MODELING RESULTS SHOWING THE REWIRED AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. 4. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-W.313) SUBGRADE FOR PERMEABLE PAVEMENTS COMPACT TO A DEPTH OF 6' TO 90%-9' OF MAXIMUM DENSITY PER WSDOT 2-03.3(14)0. OVERCOMPACTED SUBGRADE SHALL BE SCARIFIED TO W MIN. MID RECOMPACTED 5. PERMEABLE PAVEMENT SUBJECT TO VEHICULAR USE (POLLUTION-GENERATINGI SHALL BE DESIGNED WHERE THE SOIL BENEATH THE SMP MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1.0%AND A MINIMUM CATION EXCHANGE CAPACITY OF 5 MILLIEQUIVALENTS PER 100 GRAMS. WHERE THE NATIVE SOIL DOES NOT MEET THESE PROPERTIES, A 6-NCH SAND LAYER IS REQUIRED BENEATH THE AGGREGATE BASE LAYER OF THE PERMEABLE PAVEMENT 6. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04,3(5) SHAPING AND COMPACTION, I I<L' L, Y'-UT LOCAL AGENCY GENERAL SPECIAL PROVISIONS (GSP4) DIVISIONS 2.9 APWA GSP4. AND WSDOT STANDARD SPECIFICATIONS 2. POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS, STD. PLANS 265.00. 265.10, AND 26520. AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE MTN CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS. a PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEOTECHNICAL ENGINEER. FOR ALL APPLICATIONS. PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STATE 5. ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2.000 SF SHALL BE AS FOLLOWS: PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. APPROVAL WITH 5 GALLON BUCKET TEST. WATER TRUCK, OR ASTM C1701 USING A 12-INCH RING SEALED AT THE PAVEMENT SURFACE. 6. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2,000 SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION RATE OF 100 INMR PER ASTM C1701 AND APWA GSP 5.04 3 AND 5-05 3(6) 7 ROADWAYS, DRIVEWAYS, AND PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES 8 FOR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN S': CHFCK DAMS ARFA RFOUIRED PER STD PLAN 201 20 9 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLESS OTHERWISE NOTED. DRAWING IS NOT TO! PERMEABLE PAVEMENT MATERIALFFINOSTD. PLAN-261.10 1. PUBLIC WORKS SECTIONS - PERVIOUS CONCRETE AND DEPARTMENT Martin Pastucha POROUS ASPHALT RECORD DRAWINGS AS BUILT REVISION PER COMMENTS DATED REVISION RK 5/4/22 BJT S11RVE"M. RK 7/7/23 BJT DIMM RK DRAWN. RK cHE BJT BY DATE APPR BJT L/2/2P20 I DATE N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �28 1/2» 0111 F. OQ3 o® OQ O© 007 O© 12 7/8" 13" 28 1 /4» TYPE 2 (FRONT VIEW) O GENERAL NOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI ® 28 DAYS, CONTAIN 4% MIN. - 6% MAX. AIR ENTRAINMENT AND BE PLACED WITH A 3 1/2" - 4 1/2" SLUMP IN ACCORDANCE WITH ACI 301. 2. REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615. GRADE 40. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A193. B8M (316) STAINLESS STEEL. r TYPE 4 (FRONT VIEW) 16 -12 7/8" J_ 28 1 /4" CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. "31" "w" »Orr 17" X» Xrr 12 5/8" 12 5/8" 17" PEDESTAL 31" PEDESTAL 17 5/8" r Notes: 1) Certified by U.S.P.S. to all performance specifications of 16 3/ U.S.P.S.-B-1 1 18-E, Cluster Box Unit (CBU) 2) Constructed of stainless steel, aluminum, and corrosion >B„ C resistant components 3) Parcel components prepared for U.S.P.S., provided »A» »D» 306P lock. 2.00' CEMENT CONCRETE CURB AND GUTTER PER STANDARDS a ,_ : A 12 1°/2 n 3.5' X 3.5' X 1.0' THICK MAILBOX FOUNDATION OPTIONAL COMPACT GRAVEL-` OF CRUSHED STONE (OMIT (SIDE VIEW) WHERE SOLID ROCK OCCURS) UNIT TYPES 5' CLEAR WIDTH "Y» 4-1/2" DIA. - ANCHOR BOLTS BUTYL RUBBER PAD MATCH EXISTING GRADE IN PAVED ARFA ° a err a • ° 4 RODS ON 14" O.C. MAXIMUM. EACH WAY 5" THICK CEMENT CONCRETE SIDEWALK PER STANDARDS 3" TYP. FIRM UNDISTURBED SOIL OR WELL COMPACTED SOIL TYPE DIM. "A" DIM. "B" DIM. "C" DIM. I'D" PEDESTAL TYPE 1 62 1/2" 31 1/2" 30 7/8" 62" 31" TYPE 2 62 1/2" 31 1/2" 30 7/8' 62" 31" TYPE 3 62 1/2" 45 9/16" 45" 62" 17" TYPE 4 62 1/2" 45 9/16" 45" 62" 17" H.D. PEDESTAL TYPE DIM. "W" DIM. "X" DIM. "Y" DIM. "Z" (CTR TO CTR) (CTR TO CTR) HOLE LOC. HOLE LOC. 17" 8 1/2" loll 4" 9 5/8" 31 " 8 1 /2" loll 4" 9 5/8" VERIIGN_ MVD 1 HORRONUL NAD 1983 1991 DATU M MAIL COLLECTION BOX UNIT (CBU) DETAIL NOT TO SCALE CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. �201002 s F�/STERN S100 / L ECG 7/ 7/2023 V E V L •� 0 0) , ^ VI h. C C LU C � N M oN �CIN N Q :3 LO 0 LO a-+ N W U r Y R-421218 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O L0 T- QD O T- N T- T- N I- rr W 0- co OM T � N z0 = z DATE 7/7/2023 m 0 FlELDB001C PACE: Q J ULi DRAWING NO, U m SLEET: 18 OF: 8 L}V lrr W 0- O lrr I z a I') N O N (U E OJ C7 3 a DO r� N C 00 N CD 0 CD DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 FRAME AND VANED GRATE Zb ONE 03 BAR HOOP FOR G HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION Ile �B L�l � L13 BAR EACH CORNER I I i3 BAR EACH SIDE - 7' NB BAR EACH WAY PRECAST BASE SECTION M3 BAR HOOP n BAR EACH CORNER 1T MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE E DIAMETER REINFORCER OR PLAIN 1 CONCRETE ALL METAL PIPE 15" CPSSP•. 12' STD. SPEC. 9-06.20 SOLID WALL PVC. 15" STD. SPEC- 9-05.12{1 X PROFILE WALL PVC, STD, SPEC. 9-05,12(2) 15' 'CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS [PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION OR WIRE MESH HAVING A MINIMUM AREA OF (1.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED RESAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR AEk1U8TMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKODT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.5" MAXIMUM. PROVIDE A 7,5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04,3. & THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET, 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. S. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION, 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-202R). S. ALL GRADE RINGS AND CASTI NGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPEOIFIGATIQN B-04 3, THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER KWUFACTURERS DIRECTIONS. 10, FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH 1M14TH PAVEMENT AS DETERMINED WITH A STRAXGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION- UNLESS OTHERWISE No1T0. DRAWING IS NOTTQ SCALP (NISI STD. PLAN - 200.00 APPR U; CATCH BASIN TYPE 1 GAZ 9/28/2018 DATE DQcuSign Envelope ID. 6EECF5B6-602A-4E4A-B436-A317AA638878 CATCH BASIN FRAME AND VANED GRATE PER STD. Pl.AF! 20d UO RECTANGULAR OR CIRCULAR ADJUSTMENT r SECTION {TWO SECTIONS MAX-) f MORTAR, MP.j. SEE NOTE 5 4' MIi7, 28• MAX. 16' MAX_ FLAT SLAB TOP 48", sc. 60•. 72-, 84"7 W, 120" OR 144" SEE NOTE S. TYP. 1$' MAXL FOR MAINTENANCE STEPS 4R LADDER �- 1 x• [FYP. } � o • f 1'MIN. , "D' R1N0 24" 2 S" MAX REENFORCINi3 STEEL, (TYP.) MIN. irmAx 1Y GRAVEL BACKRLL FOR PIPE ZONE 12" BEDDING PER WSDOT STD, SPECIFICATION SECTION 9-03.12(3) & B- SEPARATEBASE INTEGRAL BASE PRECAST PRECAST WFTH RISER NOTES: 1. NO STEPS ARE REOUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR F RAME AND GRATE MUST BE INSTALLED WITH THE. FLANGE DOWN. THE FRAME MAY BE CAST INTO THE AWUSTMENT SECTION. 4: KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE AFTERT}IE PIPE 15 INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIPtCATKN4 9-04.3. S. ALL GRADE RINGS, RISERS. AND CASTINGS SHALL HE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPEC[FICATKNF 9-04.3. 6. WNBN CONNECTING TO A NEW PIPS USE A FLBXMLE CONNECTOR (KOR-N•SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL), WHEN CONNECTING TO AN EXISTING PIPB. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE- 7. MORTAR SHALL BE MIXED AND APPLIED PER MAN UFACTURER'S DIRECTIONS. B. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 9. ALL MORTAR JOINTS SHALL HE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXUMUM KNOC UT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 4S" 4' 6" 36- 8' 54- 4.5" B" 4Y S' 60- 5- S' 49' 8' 72- 61 8' 6T f2" 84" S' S2" 9B" B" 1 12" 1 84" 1 12" 120" 1w 12" w 12" 144' }24 f2- 19B" 12' PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DEAMETER DIAMETER CONCRETE 1H1 METAL CPS$P' SDLRO WALL PVC PROFILE WALL PVC 48" 1 30' 24' 39' 39" 54' 30" 343" 1" 36" 36, 1" 38" 42" 36" 42" 42" 72" 42" Sd" 42" 1.1. 84" 54" W' 59" 1 72" Bp" 40' 411" 120• S8" B4" 1. 4W 4E" 144' 78" M' 1 50" 1 40" 1 4E" `CORRUGATED POLYETHYLENE STORM SEWER PIPE {STD SPECA-0&201 ' STD. SPEC. 9-A5.12oI ' STD. SPEC. 9-05.1212I UNLESS OTHERWISE NOTE P, DRAWING IS NOT TO SCALE (MiSj STD. PLAN - 201.00 `1 PUBLIC WORKS CATCH BASIN TYPE 2 PR DEPARTMENT GAZ 9/28I2018 DATE :45 AI :45 AI AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS ❑ou;Siyn Envelope ID: 3B183403.7EOA-476C•0.D83.4329FFEOC108 BRENNON LANDINGVAUGHN TR T PROPER T US A PORTION OF SECTION 057 TOWNSHIP 23 N., RANGE 05 E., W.M. 4,�sANTs �srkq CITY OF RENTON7 KING COUNTY, WASHINGTON s DocuSign Envelope ID. BEECF5B6-602A-4E4A-B436-A317AA638878 CLEAN SURFACE AND BOTTOM AREA PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA DF THE ADJUSTMENT SECTION FRAME AND VANED GRATE Jw ADJUSTMENT SECTION I I � I 1 I 1 1 � BASE SECTION SEE NOTE 4 NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UN71L THE FINAL ELEVATION OF THE PAVEMENT, GUTTER. DUTCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHIED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE I N ACCORDANCE WITH LVSDOTfAPWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT I3E USED TO SET FRAME TO GRADE THE USE OF SHIMS IS PROHIBITED. 3, A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TD PLACEMENT. 4. ONLY BY APPRMAL OF THE CITY. THE USE OF BFNCKS 16 PERMITTED WHERE THE BRICKS ARE STAGGERED 70 CREATE A RUNNING BOND OR J� BOND. 5 BASE SECTION SHALL SE SEALED TO THE BOTTOM AREA OF THE AWLISTMENTSECTFON WITH MORTAR. 6. MORTAR SHALL MEET THE REOUIREMENTS OF WSDDTIAPWA STANDARD SPECIFICATION 904.3 7. PICKI LIFTING HOLES ARE TG BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NOWSHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 91-20-3{2X. 8. MORTAR SHALL SE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9, FRAME SHALL BE ARH19TEp TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTIH- 10. ALL MORTAR JOINTS SHALL BE TRIMMED PLUSH AND REMAIN VISIBLE UPON COMPLETION. UN LESS OTHERWISE NDTEO, DRAW ING 15 NOT TO SCALE (errE$ STD. PLAN - 202.00 fPUBLIC WORKS CATCH BASIN INSTALLATION R + DEPARTMENT GAZ 9/28/2018 DATE 1 I RECORD DRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I ,BRASS C WITH XAT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 :45 A DocuSign Envelope ID: 6EECF5B6-602A-4E4A•B436-A317AA638878 CURB OR CURB AN D GUTTER MATCH TOP OF HOOD TO TOP OF CURB ITYP.} HOOD - DO NOT INSTALL SAFETY BAR ! DERR IS GUARD 7 112• Mlk. (TYP.) 20" x 24' VANED GRATE FRAME 7(9 VOLEORSLOTFOR Q) ATTACHING HOOD - ISOMETRIC VIEW CATCH BASIN GRATE q 3" 7• r SEE DETAIL / BELOW / -34" (WIDE SIDE) f, 1 CATCH BASIN TYPE 1 -40" (WIDE SIDE) CATCH BASW TYPE IL SLL'4UIE 1 � l SECTION A HOOD lIa' m SE NOTE; 29 MIN- T' MIN. {TYP.} 20 114• SEE NOTE 4 SEE NDTE 2 2g- ITYP-} I': 24 FA' MIN, NOTES: 1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO HE ROTATED SC DEGREES SO THAT THE NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE GRATE I S NCT THE CENTERLINE OF THE PRECAST CATCH BASIN. 2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE GF THE FRAME. THE HOOD MAY INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST wrFH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE HOOD. 3. ATTACH THE HOOD TO THE FRAME WITH TWO 314- x 2• HEX HEAD BOLTS, NUTS, AND OVERSi7E WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING ACROSS THE SLOTS. A. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTFCALLY ALIGNED WITH THE GRATE SLOTS. TAP EACH HDLE TO ACCEPT A SIB" _ - 11 NO . 2' ALLEN HEAD GAP SCREWLOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS. SEE BOLT- DOWN DETAIL. 5. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 204.20 AND 204.3D. S. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION num LS OF A MANUFACTURED PRODUCT IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING. DETAIL SECTION A FRAME STD. PLAN - 203.00 7K.k.� PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE PR °; DEPARTMENT INSTALLATION GAZ 9/28/2018 1 DATE RK 5/4/22 BJT SURVDM. RK 7/7/23 BJT DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR BJT N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 19W HORIZONTAL NAD 1983/1991 DATU M :45 AN CALL BEFORE YOU DIG: 1-800-424-5555 . k CITY OF RENTON Planning/Building/Public Works Dept. RENTO e DRAIN 102' LETTERING BOLT HOLES - 3 PLACES EQUALLY SPACED 120• APART ON 23 111Q" CIA. B,C 11 X 1" DLO_ RCKHO{•E o� wu u�cw 11fd'LETTERING 25" DNA 3Jd" 2 12' fTYP.) 8P.X COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. {AL.LEN HEAD, SB"-11 x Y.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1 r2- DIA. 25 1IC CIA I DLO. NEOPRENE GASISET 114 s Vir 1 11191 G. Ise• R1F8' 23 W" DIA. CL OPEN GASKET GROOVE DETAIL 21 srls OIA. 34 1 fr DIA. FRAME SECTION VIEW NOTES: 1 ALL COVERS SHALL BE LOCISING LIO PER EJ Nv. 3717CI OR APPROVED EQUAL UNLESS OTHERWISE NOTED. DRAWING 6 NOT TO SCALE jN'. S: STD, PLAN - Z04.50 PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PUBLIC) artin Pastucha8/13/2020 �D DATE CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. I S:18 0N S AlQ-� r WAS ti O � O �20100 41� F0/STERN FS s/DNA L ECG 7/ 7/2023 Vi C 0 YI AL W � •� 0 �O /) if C Lu c � N M � C aO0ON m a� Ln i LO a-7 N N W V co r a) Y R-421219 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O L J T 0 T N T � ,L I- W 0- co OM T � N z0 = z DATE 7/7/2023 m ZJ 0 FlELDB001C PACE: a J uj DRAWING N0: U m 9"L7:19 OF:40 lrr W q O rr n z V a N C L= / 00 N / O O O "- W 5 45 Iz iT DacuSign Envelope ID. 6EECF5BE-602A-4E4A•B436-A317AA638878 29 1 W SOLT•DOWN HOLE (TYR) -SIB'. 11 NO, SEE DETAIL AND NOTE 2 TOP RECESSED ALLEN HEAD CAP SCREW 51S'-II NC 2' GRATE Fi1AA1E SECTION BOLT -DOWN DETAIL SEE NOTE 2 24 114' f 1` fl SECTION A <> SEE DETAIL _ ISOMETRIC VIEW I -�••1 fla' �-" r s 1µ» l NOTES: I 4 112• ' EE S-FA E)ARD PLANS 294- 0 206.20, 204.30, AND 2G4.AO TES OR COVERS, ,� 1 5I8• r� 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND Li LES LAVERS, VN3.9THIi9WISE 5PWIFIEO, PROVIDE TWO HOLES IN THE 1 yS. FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. 1 4' CAP 8 BE NG TTAME PPED. OR OTHR APPROVED EO HANISM- OCATTIION OFGREW BY BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2 1IY f 3. REFER TO STANDARD SPECIFICATION 4-a`a-1NR)I FOR ADDITIONAL DETAIL REQUIREMENTS UNLESS OTHERWISE kDTEO, DRAWING 15 NOTTO SCALE (NISI STD. PLAN - 204.00 PUBLIC WORKS D; DEPARTMENT RECTANGULAR FRAME GqZ 9/28/2018 DATL DocuSign Envelope ID. 6EECF5B6-602A•4E4A-B436-A317AA638878 24" n Z 1t2" ❑fA HOLE 2n• A 44 4�444p m TOP ISOMETRIC i BOLT -DOWN SLOT SEE DETAIL AND NOTE 1 4 3. + 1 1!I- i I Sib" MAX. 4 R3T. SEE NOTE 2 SECTION A I I I SF4• I 1 174` BOLT -DOWN SLOT DETAIL SEE NOTE I R26', SEE NOTE 2 s NOTES: 3 112• r SI4' 1 fig. 1. $OLT-DOWN CAPASILJTY IS REQUIRED ON ALL FRAMES. i,R'TES, AND COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5B 11 NC. 2- AL E;N a' Hi AD CAP SCREW BY BEING TAPPED, OR OTHER SW D A. HOLE APPROVED MECHANISM. LOCATION OF BOO-DOWNHOLES VARES BY MANUFACTURER. I12- GUA. HANDLE 1 117 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTRRL;= IN LIEU OF THE RIB DESIGN. SECTION C 3. REFER TO STANDARD SP✓<CIF ICATION 9.05.1 SO2 FOR ADDITIONAL REQUIREMENTS. 4 FOR FRAME DETAILS, SEE CRY OF RENTON STANDARD PLAN 204.130. UNLESS DTHOtWISL NOTE P, DRAWING IS NOT TO SCALE (WSI STD. PLAN - 204.10 PUBLIC WORKS °r URDEPARTMENT RECTANGULAR SOLID METAL COVER GqZ 9/28/2018 1 D_ :45 AN :45 AN AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DacuSign Envelope ID. 6EECF5BE-602A-4E4A•B436-A317AA638878 24- n 2 Irr DIAL 2p• A 4 T 4p4�4� 4 � 4 m TOP I I I I ��I jjj I 1I2" I BOLT-DOWNDETSLOT- SEE DETAIL AND � I NOTE 1 1 1141 � I I BOLT -DOWN $LOT DETAIL ISOMETRIC - 3" R3V. S EE NOTE 2 SEE 7607E 1 I � R26', SEE NOTE 2 1 112' r r SECTION s 5" NOTES: 3 112' w 1- BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLUTS. d' THE FRAME SHALL ACCEPT THE Sla'-I 1 NO - 2' ALIEN 14EAO CAP SCREW BY BEING TAPPED, OR OTHER 3A' DIA. HOLE ,f2' DUO, FW'{pLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 1 1U2' 2 ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN. SECTION C 3. REFER TO STANDARD SPECIFICATION B-05.15(2)FOR ADDITIONAL REQUIREMENTS 4 FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.09. UN155$ OTHEAWlSE NDTEP, DRAWING 15 NOT TO SCALE (NISI STD. PLAN - 204.10 a PUBLIC WORKS DEPARTMENT RECTANGULAR SOLID METAL COVER ° GqZ 9/28/2018 1 °ATE 1 I RECORD DRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I ,BRASS C WITH XAT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 :45 AN DocuSign Envelope ID: 3B1B34D3-7LDA-475C-AD83-4329FFEOCIOB 314' FLAT FACE GOTHIC C 1 I--9•DIA--I 13 $TORL 13 CC a" CC �� � 8-13J16-DIA 5->t 18" DIA 111,117 DiA (2) 3r6--16 55 SOCKET HEAD CAP 15" DIA 5U3' 11! OPEN PICKHOLE �• SCREW (ALLENHEApJ W+W$HR5 ON A B- DiA BOLT CIRCLE CAST IRON FRAME AND PAVED AREA Cr1P-) COVER, SEE NOTE 3 ,2- --mil EXTEND CLET RISER 2'ABOVE DESIGN PONDING IFS _ ELEVATION OR PER PLAN FENNED OWETED +'� DESIGN P4NDING OU,K CAP OR SIMILAR - ELEVATION 4•' P�EO Ctl1(2) S" CLASS 'B" R ViS PER WSOOT H-03.1 i(2) ASPHALT, SEE NQT)=4 n L 4' CDMPACTE D SAND OR GRAVEL IIACKFW, FOR DRAIN$ PER WSDOT 9-O3.12(4I _ CLEAN�OLrT RISER, SEE NOTE 2 { i cl.E+wvur RISER, _ SOIL TIGHT 45' BEND SEE NOTE 2 .11 WYE SOIL TIGHT - COUPLER .. UNDERDRAIN. FOOTING L DRAIN COLLECTOR, OR � ROOF DRAIN COLLECTOR PIPS SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA •-,- IIIIIII�I TO OVERFLOW w- STRUCT URE OR STORM MAIN + •,y� MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1 DIAMETER TO DE irINCHES MINIMUM PRIVATE. B-INCHES MINIMUM PUBLIC UNDERDRAIN PIPE PER STD- PLAN 282.11) 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 3973Z1 PT AND 3675APT OR APPROVED EDUAi- COVER TO BE LOCKING WITH ALIEN HEAD BOLT, MARKED'SiORM' OR 'DRAIN' 4. FOR CLEAROUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIIORETENTION PONDING AREA. POUR W THICK, Z112' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 PSI GENERAL NOTES. I CLEANOU7S FOR UNDERDFWN. FOOTING DPN4 COLLECTOR, AND ROOF DRAIN( COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY IOD FEE- A I EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRA7N PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE_ CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALLPIPES 2 ALL FFMNGS SHALL BE SOIL TIGHT. 3 CLEANCUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTIDN PONDING WHERE POSSIBLE 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED SY THE CITY. UNLESS OTH ERW 15E NOTED, DRAW I NG IS NUT TO SCALL : N 1'Si STD, PLAN - 226.00 a� PUBLIC WORKS ee° tueabv: -� DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/20 �,{,6D DATE RK 5/4/22 BJT SURVEYED., RK 7/7/23 BJT DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR BJT N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD lees HORIZOWAL NAD 19W/1991 DATU M 0 1 8: DacuSign Envelope ID: 6EECF5BE-662A-4E4A•B436-A317AA638878 UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 3'-0' ARBORIST WOOD CHIP MULCH, SEE ST➢. PLAN 252.50 3'OF COMPOST I NOORPORATE❑ INTO 5' OF SITE $OIL ITOTAL AMENDED DEPTH OF 9.V FOR A SETTLED DEPTH OF W) PLANTING BtUSIUNDISTURBED UNDISTURBED TURF (LAWN AREAS. VEGETATION. SEE NOTE I SEE NOTE 1 I GRASS: SEED OR $OD UNDISTURBED NATIVE SOIL 4 � OPTION 1 - NO DISTURBANCE PLANTING BEDS IMF (LAWN) RHEAS GRASS SEED OR SOD 1.75" OF COMPOST INCORPORATED INTO 6.25' OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5'. FOR A SETTLED DEPTH OF 9`) SUBSOIL SCARIFIED 4" BELOW SUBSOIL SCARIFIED 4' BELOW . J_ �. - - - COMPOST AMENDED LAYER COMPOST AMENDED LAYER [12" BELOW SOIL SURFACE) [14" 9ELOIk SOIL SURFACE) 3'-4" ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 252.6D 6" IMPORTER TOPSOIL MIX (COMPACTED BERTH) SUBSOIL IS SCARIFIED W BELOW IMPORTED TOPSOIL MIX 17 OPTIONS 2,3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS lI 1I IyI I, `�1A A[I JIB + I, I 1 I, 14NJI �jj' I'D', 1 GRASs: sEED OH soD • rF I Ili..'.:•.. III 1:.II T4" 1 IIL,I7,,I,�Ip1 1, yf PUBLIC WORKS IL DEPARTMENT CALL BEFORE YOU DIG: 1-800-424-5555 -Aout. k CITY OF RENTON Planning/Building/Public Works Dept. OPTION S - IMPORTED TOPSIOIL NOTES: 1. AREAS OF NO DISTURBANCE T013E FENCED AND EXISTING VEGETATION AND SOIL TD BE PROTECTED FROM CONSTRUCTION IMPACTS. 6" IMPORTED TOPSOIL MIX GENERAL NOTES: (COMPACTED DEISTHI 1. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSINGEROSION SUBSOIL IS 2- COMPOST TO MEET STD- PLAN 25ZAD. SCARIFIEO 6" BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERW15E NI.TFD. DRAWING. 15 NOT TV KAE INTSI STD. PLAN - 264.00 AFPR U; SOIL AMENDMENT SECTIONS GqZ 9/28/2018 DATE CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. :45 AN 0N S Al D r WAS ti O t, O �20100 41� FS STF s/ONA L 7/ 7/2023 V E o YI L =V W •� O , ^ V I C W Z C= � N M a00N m �a� L0 i Ln a-7 N W U r Y R-421220 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 LO T O O T N T M H H 1- rr W 0- OM T � N z0 = z DATE 7/7/2023 m 0 FIELDBOOK: PACE: a J uj DRANNNG NO: U m sHmr: 20 DF: 40 I- lrr UJ n O lrr n Z V a 45 O U (n Q Ln N O N / CD 0 CD �g CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) DEPRESSED SIDEWACONCRELK (SEES DETAIILER L !THIS SHEET)I w . w TYPE C26 V ISOMETRIC VIEW {COMMERCIAL, WITH BUFFER) FACE OF CURB SEE �C SEE DEPRESSED CURB DIETAIL CONTRACTIONJOINT S1rZ' ON THIS SHEET WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCT A STD PLAN t92 FULL DEPTH EXPANSION JOINT WITH 318" JOINT FILLER 5 ire r 1 z^ R: TOP OF ALONG THE DRIVEWAY LANE LINES (SEE STD. PLAN 102). I ROADWAY CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE EN CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN •a DRIVEWAY WIDTHS EXCEED 30'. a . • . .A 2, SEE STD. PLAN 102 FOR SIDEWALK DETAILS. 4 - 3. CURB AND GUTTER SHOWN, OTHER CURB DESIGNS MAY BE SPECIFIED. SEE STD. PLAN 101 FOR CURB DETAILS. 4_ STREET STANDARDS = RENTON MUNICIPAL CODE (RMC) NOTE DRNEwAY LON4 Ir-doINAL EXPANSION TITLE IV DEVELOPMENT REGULATIONS JOINTS SHALL BE FULL DEPTH CHAPTER 6 STREET AND UTILffY STANDARDS DEPRESSED MONOLTfHIC CURB & GLITTER DETAIL SECTION 4-6-060 STREET STANDARDS DRIVEWAY STANDARDS = RENTON MUNICIPAL CODE (RMC) TITLE IV DEVELOPMENT REGULATIONS CHAPTER 4 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS SECTION 4-0-080 PARKING. LOADING AND DRIVEWAY REGULATIONS FACE OF ADJACENT CURB RP 5. 5. THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE ELEVATIONS AT ALL POINTS MARKED WITH SYMBOL "X". ALL ELEVATIONS ARE AT THE BACK OF CURS TOP ON UPHILL SIDE. T 1 R. UTTER SURFACE p 8. FIXED OBJECTS INCLUDING STREET TREES AND STREET o, ° LIGHT POLES SHOULD NOT BE LOCATED CLOSER THAN 10 1" R FEET FROM THE DRIVEWAY EDGE- 5 -` 7, 7, FOR DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE NOTE 10). THE EXPANSION JOINTS (SEE STO. PLAN 102) SHALL BE SPACED AS SHOWN IN THE CORRESPONDING DEPRESS ED CURB DETAIL ISOMETRIC VIEW. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS 8, SLOPES SHALL COMPLY WITH THE REVISED DRAFT Driveway Example: TYPE C18 GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY JULY } + 26.2011 R--Re9ldential, C=Commerclal Jj Number OF Lanes, 9_ CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAY BE (MAX=4 Lane Commercial) APPROVED ON A CASE -BY -CASE BASIS. B-Bufter (Planting Strip), Blank -No Buffer CEMENT CONCRETE DRIVEWAY _ STD- PLAN - 104.2 PUBLIC WORKS ENTRANCES - NOTES AND DETAILS APPROVED: DEPARTMENT DATE BUD ITEM rINCLUGE3 SIDEWALK (SFE NOrE 3j (SEE NOTE a) 10 LOF PAVED DRIVEWAYFRFJJUIRED Ill 318- EXPAP810M JOINT (TYR) (SEE ST➢ PLAN 102j rr CEMENI C0CF CONCRETE jl SIDEWALK L win A RUCTION JOINT SFz NOTE 1 RAMP WITH 12H:W CEMENT CONCRETE CURB. 3 r1LOPE r1YP.} AT�AG.LI M (SEE NOTE 3) M' CONTRACTION JOIWr lrYP,) {SEE STD. PLAN t02) PLAN VIEW SiOrWALK SHALL REMAIN ATACONSMTENT SLOIf WIT! ADJACENT SIMWAUK, PROVIDED THAT TI W MAX GR0s3 VARIES PEON THE DRIVEWAY APPROAd71 IS NOT EXCEEDED (SEE NOTE 1G) OTHIJIWIBE, ELOPE SHALL 9E 5.3% MAY SEEN-lE: e!-PI v d-CRVSHEG SUFACEiNGTOPCDIJR$E F'MIN CTYP,j C"`Mr CONDI3ETE 1GSTC1 COMPACTED T09514 MpGIFIEG PROCTOR JDNLESEL REOUtREMEN r a"MIN SNJ^ EJ�ANSION JOINT {i17.1 WAJYED BY F3.GINEER)TYPIGALLPJDETt (SEE STP, PLC 10z} RLL pRPrEWAY ENTRADM DEPRESSED CURRZ GLJJTER- (see Nate a) \\\\ll SECTION 0 1 rz• R (rrn sroty+Rus mvTli l U% DIFFERENCE IN 31-tlPE MAX. DRIVEWAY Wr VE SLOPE SLOPE SHOWN ExAGOERATM 1.s?a alyNx .. f 4 r DRIVEWAY F rFIH. E'I.tN.:• A DRIVEWAY WI RELATNE 6E ON O NEGATIVE SLOPE ( j SHOWN EXAGGERATEDI CEMENT CONCRETE SIDEWALK * �PUBLIC WORKS * DEPARTMENT CEMENT CONC.RE(E CURB a (341 TER (SEE NOTE 31 TYPE R1 B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) FOR NOTES STD. PLAN 104.2 CEMENT CONCRETE DRIVEWAY I STD. PLAN - 104.3 ENTRANCE - TYPE R'I6 I AnnnnTTTn. DATE AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 11JUSED EDGE DETAIL r • ¢ WALK LfVJI 1 tXTENDSIDEWALKTRANSIERSE NY{IN1R JOINTS TO INCLUDE RALLIED EDGE 9R'{JN)PRErltgLl7EDJOFHT Fa-LE3i TYPICALwF�REDIEDJO FI APPLIC1 ROu INC 2_0% 1 Tr2' pIv} K OW) I: PAR CURB OETAILS 1-IINIR ! .. _ �,•. N 1A1k Y ___- SEE s-ro PLAN 101 44 ,E XISTING RaAnwAY JCnUaHED RpC W •,, //j SEE RAII 1'-a" 510EwAL1L DETAIL -TFIS AL UNDbl CRUSTIn RWAOND TOP COARSEEO ICSi AULCUTa", WN. Br LTG SLOPE" EDGEEWAU WITS RAISEt] EDGE (UNLESS REOURF_MMT wIATVED Ve 1A' RN1 R irYP.) ENMNEERi rrpr UNMRJLL CUPA TERA DRTEWTUNDER LlIL �---- 1 FOR CURS DlEtAXIS E STD PLAN lei ~ CURB &GUTTER TO1EerTT!CxNi1 MATGH E07I rd14MAY ForIED ROCK C1 +,V` : 7•1+.?!'%?F}, &15E. NiICHEVER 8 GaEJTER (rW. PR ... ALLCURBar,mER)x1. - t FINLSHEO DRAOE I'(I BF1101M Y R TOPDFCEWcri rE FACE ADJACENT TO CURS MIN z• fr 1, C 1> Imp")R r") �241k 1 cJiti _ FORruMD€TAIS SM VM PLAN tot BRIDGE OR PVr5M AN 41 RAILING Sy� FOR CURB DETAILS BARRIER -SEE SIOEWJI_I[ SEE 9Y0 PLAN 1a1 ADJACENT TO CURB (STEEP FILLSI ORES) C9NrRACT PLANS �---W ALI OR BARAIE R FLUSH I TAM 510MMA ,1 1rY MR VERTICAL WALL- w SEE DrrAll 5W RN) PREMOLDfO - , ■ JOINT RLLBR , ADJACENT TO CURB AND RAILING OR WALL n" P FOR SIDE JOINT FILLER TREATMENT MbAVAPLK DUFFERS!RIP SiDEWALX ADJACENT TO WALL DETAIL SIDEWPII[ [SEE NOTE SD} 5EC rtO.JS 1iw) 7 R 1 FOR CURB DETAILS 1-5% L\N� SFE STU %JW 101 aROOUER FIN W4 - OR MATCH Dairrmo P . If 41"be. Whoam tAMBkp PMMETER fIlOSHED GRADE i' BELOW Top OF CGFII 6uRPAGE FORR P +T LAATIHO-_UBH IF PAVED - - ja7'CRIEWGOHCRETECURB ADJACENT TO BUFFER STRIP I"� (CURB AND OtrTTER&KMM Pr3R CURB DETAILS 1 �, - L1• -� , set STO PLAN 191 f Vr To 1W NOTES 1. Fou: last of the sidewalk srtdlh shall .r be tha rnlnimum pedelrtrlen cGN7TRAGT1l1lt'IOINT • ■ •1�" acceSS151. rouiR :":.. free or YBnk2r .�. `1.'•.�'`..- tli SIDLyYALKOM.Y .!.�_. (:•rQ': and hor(xontal e0slfudipns. Graff ■ ; Access Covers, JU ctpw Boxes. .-. j: FULL-EIEvIH EXPAN"M JOINT IN MOTH a • . •r Came VBults, Pull BDxOs and ether `�;�• %• GIRB AHD SIrEYWILK rat' im HAri L9J.s1 Bppu*lenancee whntn :hR sldewslk - n1ue1 09 Push w1h 8UII8CA, Bnd fIIaIGh C. COdfmwrON•JOINT grade Of the Ridewak.� JOINT AND FINISH DETAIL ■ '�. MnrlolOic Cement Cimcrete Cwr and 10, •' R .■ Sidewalk is ermltted In new For other referenced NOTES see hoc 9■ t:wstruetion. WhenrepdacemiIntwrlrk STD PLAN 104.2. necesgtates a Monabbi, Cunnerrt Canerete Lurh buird per WS00T PREMIlln Standard Plan F-30. 10-03 Payed Surfaces must Comply wlih 16iM RLLER STD PLAN 102.1 a3 applicable E FULL-DEPTH3. Contrite to he 4,000 PSI. EXPANSION JOINT PUBLIC WORKS CEMENT CONCRETE �' PLAN 102 ' I)EPARTMENT SIDEiNALII[ 1 I'ftC; i'I) I011d i 7 �i DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I WITH BRASS SAT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH IT 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 NOTES 4'-0"MIN. - A 4'-0"MIN.- /\ SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks, the Connection between the landing and the 318" EXPANSION PEDESTRIAN CURB - 3/8" (IN) EXPANSION roadwaymust be contained within the width of the crosswalk markings. JOINT (TYP.) - SEE SEE NOTE 9 JOINT (TYP.) - SEE PEDESTRIAN CURB - 9 ' STANDARD PLAN F-M.10 STANDARD PLAN F-30.10 LANDING ' SEE NOTE 9 2, Where "GRADE BREAK" is called out, the entire length of the grade LANDING break between the two adjacent surface planes shall be flush. B SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- CURB AND GUTTER * : C nances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the Landing connects to the roadway. SIDEWALK 4. See Contract Plans for the curb design specified. See Standard Plan 3" R. j"i'•;::....":� F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and =di':!"::ffih '•J Pedestrian Curb details. •""�'�`' `" CURB AND GUTTER CURB RAMP : CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4'- 0" MIN. - ` 4' -0" MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - SEE CONTRACT PLANS SEE STANDARD PLAN F-45.10 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, DEPRESSED CURB AND GUTTER w CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length Is not required to exceed 15 feet (unless otherwise z shown In the Contract Plans). When applying the 15-foot max. length, LL PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL A SEE STANDARD PLAN F-4510 7 TYPE PARALLEL B constant slo from bottom of ram to to of ram to match into the sidewalk SEE CONTRACT PLANS aQt CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 FOR CURB RAMP LENGTHS GREATER THAN 8'-0"PROVIDE a T CONTRACTION JOINT EQUALLY SPACED 4' - O" MIN. OC. G w CEMENT CONCRETE PEDESTRIAN 1X LANDING CURB - SEE NOTE 9 >11 SECTION O SIDEWALK 15' - 0" MAX, (TYP.) V - U' MIN. 15' - 0" MAX. (TY SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK GRADE BREAK Z a CURB RAMP LANDING 3W EXPANSION JOINT (TYP.) - 1 SEE STANDARD PLAN Fa0,10 SECTION OB (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 7- MATCH SIDEWALK WIDTH - V 0" MIN. - SEE CONTRACT PLANS 318" (IN) EXPANSION JOINT -SEE STANDARD PLAN F•30.10 SIDEWALK - SEE NOTE 6 / BUFFER STRIP - SEE CONTRACT PLANS PEDESTRIAN CROSSING CLOSURE SIGN IfII L Ww 0 0 a w LL 1! SE GRADE BREAK SIDEWALK - SEE NOTE 6 • •CURB RAMP RECORD DRAWINGS AS BUILT RK 5/4/22 BJT SURV M. REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT D MNM. DRAWN: RK RK CHECKED: BJT REVISION BY DATE APPR APPROVED: BJT CURB RAMP ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT PEDESTRIAN CURB - SEE NOTE 10 PEDESTRIAN CURB - MATCH SIDEWALK WIDTH - 4' 0" MIN. SEE NOTE 10 SEE CONTRACT PLANS LANDING 318" (IN) EXPANSION JOINT - SEE 5' - 0" MIN, 3., R. STANDARD PLAN F-3D.10 J Z A -- NLo 1 r SIDEWALK - L°3 SEE NOTE 6 DETECTABLE' WARNING SURFACE BUFFER C SEE STANDARD PLAN F-4L10 STRIP CURB AND GUTTER - SEE NOTE 5 PEDESTRIAN CROSSING CURB RAMP CLOSURE SIGN FACE OF cuRa PLAN VIEW TYPE SINGLE DIRECTION A DETECTABLE WARNING SURFACE - - 0" MAX SEE STANDARD PLAN F-45.10 (TYP,) GRADE BREAK NOTE 8 GRADE BREAK Pe P P P over a horizontal distance of 15 feet. Do not include abutting landing(s) in the15-foot max. measurement When a ramp is constructed on a radius. the - GRADE BREAK 15-foot max. length is measured on the inside radius along the back of the SLOPE walkway. COUNTER TOP OF 5_ oar ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be Omitted If the ground surface at the back Of the SEE STANDARD PUN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb AND NOTE 8 Ramp or Landing and there will be no material to retain. 4'-0"MN. 15'-0" MAX. (rYP.) LEGEND SEE CONTRACT PLANS SEE NOTE 7 - � SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR GRADE BREAK ,-. DESIGN/FORMWORK (2% MAX.) a 7,5% OR FLATTER RECOMMENDED FOR DESIGN! 4 ­ ­ . I _. FORMWORK (8.3% MAX.) - SEE NOTE 7 CURB RAMP 7 PEDESTR AN CURB - LANDING 1 318" (IN) EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 SEE NOTE 9 dye SECTION O ak (ALONG INSIDE RADIUS AT BACK OF WALKWAY) �O q 28680 ' 0 F01 STBRQ' "CEMENT CONCRETE CURB RAMP TYPE �S10NA PARALLEL B" PAY LIMIT - SEE NOTE 6 L Y'' Zeller, Scott 2016 Jun 24 201 fi 7:19 AM ue, PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION C.P-,kR �GL2fr4KICCi, Jun 29 2016 2:27 PM ISOMETRIC VIEW STATE DESIGN ENGINEER Wmhingron Star. D.P n -1 d T.-part-0- TYPE PARALLEL B PAY LIMIT -" - NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH - 4' 0" MIN. STRIP permitted. SEE CONTRACT PLANS 2. At marked crosswalks, the Connection between the Landing and the roadway must be contained within the width of the crosswalk markings. CURB RAMP 3, Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. LANDING 4, Do not place Gratings, Junction Boxes, Access Covers, or other appurten- PEDESTRIAN CURB - antes On any part Of the Curb Ramp Or Landing Of In the Depressed SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. 5'-o MIN. 5, See Contract Plans for the curb design specified, See Standard Plan Y F•10.12 for Curb, Curb and Gutter, Depressed Curb. Gutter and * W R.- I :.'. -3" 6 3 �' Pedestrian Curb details. 6 - 0" MIN. R, o 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See < Contract Plans for width and placement of sidewalk. 7. The Bid Item "Cement Concrete Curb Ramp Type does not Include the C DETECTABLE WARNING SURFACE _" adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian SEE STANDARD PLAN F-45.10 Curb, or Sidewalks. CURB AND GUTTER - SEE NOTE 5 8, The Curb Ram length is not required to exceed 15 feet unless shown P 9 q ( otherwise in the Contract Plans). When applying the 15-foot max. length PPA' 9 9 FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp Is CURB allowed to exceed 8.3%. Use a single constant slope from bottom of PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. TYPE SINGLE DIRECTION 6 9. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 10. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb 15'-0" MAX CrYP.) SEE NOTE 8 GRADE 15'-0" MAX (TYP. SEE NOTE 8 Ramp or Landing and there will not be material to retain. GRADE BREAK LEGEND GRADE BREAK BREAK COUNTER SLOPE SIDEWALK - SIDEWALK - - - SLOPE IN EITHER DIRECTION 5.0% MAX. SEE NOTE 6 SEE NOTE 6 TOP OF * * * * 1.5 OR FLATTER RECOMMENDED FOR * - ROADWAY * �� * DESIGN/FORMWORK (2% MAX.) I I I * * 7.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (8.3% MAX.) a LANDING DEPRESSED CURB AND GUTTER - CUR RAMP LANDING CURB RAMP SEE NOTE 7 1 SEE STANDARD PLAN F•10.12 C1 SCOQ �y �ll� SECTION 8 geA SECTION A O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. 40 28680 TCF_MENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP _ OAF 94.01 STB�1�4 \� �Y LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT - SEE NOTE 7 - SSIONAL e�V 1" (IN RADIUS DETECTABLE WARNING - Zdler, Sco I SURFACE -SEE CORNER STANDARD PLAN F-45.10 - Tun 24 2016 7:21 AM PEDESTRIAN CURB SINGLE DIRECTION DEPRESSED CURB AND CURB RAMP ""• GUTTER - SEE NOTE 5 _. ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT N/A ONE INCH AT FULLSCALE IF NOT ONE INCH SCALE ACCORDINGLY 90° ANGLE RADIUS MA VAR DETAIL O STANDARD PLAN F-40.16-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION r•�a:Rr. kn &-A�C9' "::-1V1n-29PM ISOMETRIC VIEW STATE DESIGN ENGINEER Wmhinglan Swt. Depamnml.r TwmpaAalien TYPE SINGLE DIRECTION B PAY LIMIT Wr CALL BEFORE YOU DIG: 1-800-424-5555 HOR' °W� 1�'�/11991 A&Mr4tIL CITY OF ;:,,, " I RENTON DATU M Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. O N Sf �Q-� D r WAS ti O Ci7 . Z �20100 41� `'_ (I F01 S T NA L ECG 7/7/202-3 C � 0 V ww.. W L -J 7 •� .0 C W C: � N M M LO i LO a-7 N N /M W rO, U r Y R-421221 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 T O O N T UJ 0- 00 OM T � N z%0 DATE: ` 7/7/2023 m RMDBWK: 0 PACE Q DRAWING NO. J Uj SHEET: M OF: w ^ U L' L}V m Irr qW O Irr n Z r2 V \a 0) a U Q IP N O n N O N N E C3 r) a I DO N O O O DocuSign Envelope ID: B16CE03A-ED99-4Fll-B559-FEB382C92BFB 1.5" RADIUS B (TYP.) A CAS N "m TI.M.11 M'SNO 0.3" BORDER ; 45' SIDE VIEW, DOUBLE SIDED POST TOP MOUNTED PRIVATE STREET NAME SIGN 1.5" RADIUS B (TYP.) 2" /C BOLT END OF SIGN TO METAL ma POST. LETTERING OR NUMERALS SHALL NOT BE 0 LOCATED WITHIN 45' 0.3" BORDER o AT LEAST 2" OF SIDE VIEW, DOUBLE SIDED THE BOLTED END POST MOUNTED PRIVATE SIGN WITH HOUSE NUMBERS SIGN DIMENSIONS SIGN TYPE A B C D POST TOP PRIVATE STREET NAME 6" VARIES 4" 3" POST MOUNTED PRIVATE SIGN 12" VARIES 4" 3" WITH HOUSE NUMBERS GENERAL NOTES: 1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY 2. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR APPROVED EQUAL 3. SIGN BLADE SHALL BE FLAT ALUMINUM, TREATED, 0.080 GAUGE 4. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL 5. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED 6. FOR SIGN POST DETAILS, SEE CITY OF RENTON STANDARD DETAIL '29, EXCEPT MOUNTING HEIGHT SHALL BE 9'-0" COLORS LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (RFFI.I BACKGROUND - GREEN (REFL.) PRIVATE ROADWAY SIGN DETAIL D� _ 137 •;JPUBLIC WORKS 25MPH OR LOWER A OVE • DEPARTMENT 7/30/2018 1 DATE "BAND OR NOTES 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2' (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2- (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSOOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. MOUNTING ON EXISTING METAL POLE OR LUMINAIRE EDGE OF TRAVELED ROADWAY 30'- 90' 4" MIN, T EDGE OF NGN FOR REFLECTORIZED SIGNS: MOUNT FACING 3'(degree) OUTWARD IF SIGN GALVANIZED BOLT WITH`N I IS WITHIN 30 FEET OF ROADWAY GALVANIZED WASHERS. L1 SIGN FACE ORIENTATION Nii META). G POST z O ✓I O T A R SIGN POST- LOWER SOUAR g tUBE) Eo 0 (r Q� K FINISHED i ^ m aU UN : s LINE :,r LOWER SIGN S[16' CORNER BOLT O POST SUPPORT OR 3/✓IN }IN) fLANCED SHOULDER eat IMTH NUT AND WASHERS 2 REQUIRED (TYP.) z BOLT STOP IGN POST a >` TYPE ST-4 SIGN SUPPORT LOWER SIGN POST SUPPORT 2.25" (IN), 7-CAGE. HOT -DIP GALV., HEAVY-DUTY ANCHOR A. COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 9®� PUBLIC WORKS METAL POST APPROVED: z� DEPARTMENT (ADOPTED) DATE AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. FACE OF -- BARRIER SEE SHOULDER CONTRACT W - SEE TABLE -6 x 12 BE. UT 12"6 x 8 TIMBER POST, OR (SEE NOTES 3 8 4) ACTUAL We x 8.5 OR WS x 9 STEEL POST 7 (SEE NOTES 1 8 5) I I ' a ...'_.._.._. 'v w H 91M - GROUND LINE m SLOPE BREAK / POINT Q SLOPE - g 10: 1 OR FLATTER, - SEE TABLE TYPICAL SECTION - WITHOUT CURB Or - 0' POSTS) - RAIL ELEMENT Y LL `II/J (SEE NOTE d) 6 x 8 TIMBER POST OR WS x 8.5 OR WS x 9 STEEL POST (SEE NOTES 1 8 5) 0 6 1 5W ON) x IN' (IN) BUTTON i� HEAD BOLT WITH MM" (IN)kPOST OVAL GRIP ANDRECESSED HEX NUT (TYP)(SEE NOTE 6)F.PLAN VIEW'3W (IN) DIAM. HOLE THROUGH BLOCK FOR TIMBER POST ATTACHMENT 314" (IN) DIAM. HOLBLOCK - FOR S ATTACHMENT FACE W WOOD BLOCK BARRIER )SEE NOTE d) SHOULDER W - SEE TABLE -I 6 x 12 BLOCKOUT _ 1r 6 x 8 TIMBER POST OR (SEE NOTE 4) ACTUAL POST 8.5 (5O NOTES STEEL 8 5) tO PERMISSIBLE CURB IL 'v PLACEMENT AREA � (SEE NOTE 2) v - -31M• FACE OF � I In GROUND LINE CURB LIMIT SLOPE BREAK �L POINT SLOPE 10 : 1 OR PUTTER SEE TABLE -s EXTRUDED CURB TYPE 1, 2, 3, 4, 5, OR 6. (SEE CONTRACT FOR TYPE). FOR EXTRUDED CURB DETAILS, SEE STANDARD PLAN F-10A2 ELEVATION VIEW TYPICAL SECTION -WITH CURB (6' - 0' LONG POSTS) w 27 12" z w 1 b 4.09 } o 0 330r PLAN SPLICE BUT SLOT (TYP.) 29r32" x 1 1J8' 3Wx212 POST BOLT F*4� 318" HOLE (OPDONW 41M' 4 114' ELEVATION DESIGN A rran 0 0 0 SPLICE BOLT SLOT "P.) 29/32' x 1 1/8" ELEVATION DESIGN D DRYWELL CALCULATION LOT PROVIDED DRYWELL DEPTH (FT) 1 6.0 2 5.5 3 5.5 4 6.0 5 6.5 6 5.5 7 5.5 8 6.0 WALL DRAIN 3.6 CITY OF RENTON, KING COUNTY, WASHINGTON BEAM GUARDRAIL TYPE 31 -- NOTES 3'-t 1!Y' B-3` -- W-3' 8'-3' 1. Refer to Standard Plan C-1b and C-20.11 for additional details not shown on this plan. - - - -- 2. Extend shoulder pavement to provide a base for the -_ extruded curb. See Contract Plans for exceptions to i diStanCBS Shown. N MID WAIN SPLICE GROUND ONE 4 3. Use a single block or combination of blocks (no more than two (2) to achieve the actual 12" (in) offset. See Standard Specification, Section 9-16.3(2). TYPICAL ELEVATION Wood blocks shall be Secured to the posts with anti- 1T-87rr rotation nails. If combination blocks are used, the adjacent blocks shall be toenalled with two t6d 41M' 3'-1 tf2' 6'-T I V-11M galvanized nails to prevent block rotation. RYP') 41M" (TYP.) SYMMETRICAL ABou r 4. Wood blocks are shown. Blocks of an approved alternative material may be used. See Standard Specification, Section 9.16.3(2). ' o a o 0 5. All posts for any standard barrier run shall be of the o - same type: timber or steel. 3u• ON) x 2 IQ" OM _rl SLOT (TYP.) TYPICAL RAIL ELEMENT 6. Attach blockouts to steel posts using bolt holes on approaching traffic side of post web. IW (IN) OR 13I16' (IN) DIAM. HOLE 7. Anti -rotation holes in steel posts are not required FOR ANTI -ROTATION 16d NAIL (TYP,) when using blocks with anti -rotation features SLOPE/EMBANKMENT TABLE FOR 6', 8% 9', AND 11' LONG POSTS POST SLOPE W (FT) LENGTH 8-FOOT 2H 1 V OR 2.5 MIN. FLATTER 6-FOOT IH IV OR 4.0 MIN, FLATTER 8-FOOT IN IV 2.5 MIN. 0 8-FOOT 2H:1V (FACE OF BARRIER AT SLOPE BREAK POINT) 0 7k 9-FOOT 1.6H : 1V (FACE OF BARRIER AT SLOPE BREAK POINT) (114%DIAM. HOLE SHOWN) (SEE NOTE 7) (e.g., routed blocks). ANTI -ROTATION NAIL t6d (TYP-) WB x 8.5 x B (FT) OR / SIB• (IN) RECESSED N WS x 9 x 6' (FT) LONG (\( HEX NUT (TYP J STEEL POST 314" OR 13/16" (SEE NOTES i 8 5) DIAM. HOLE FOR 6 x 12 BLOCKOUT (TYP.) BUTTON HEAD ' SIB" (IN) RECESSED (SEE NOTE 3) BOLT (TYP.) HEX NUT (TYP.) STEEL POST ° _ CUT WASHER (') ANT6ROTATION p SIB' (IN) x 14" (IN) BUTTON NAIL 16d (TYP.) HEAD BOLT WITH RECESSED (IN) - OVAL GRIP AND RECESSED ^ HEX NUT (TYP,) (SEE NOTE 3) (SEE NOTE 8) 6 x 8 x 6' (FT) LONG p TIMBER POST - * 11-FOG 1H : 1V (FACE OF BARRIER AT (SEE NOTES 1 8 5) SLOPE BREAKPOINT) WE MAY BE USED ONLY IF SHOWN IN - (SEE NOTE 3) CONTRACT DOCUMENTS ANn-TornnaN NAIL led (TYP.) ANTI -ROTATION 6 x 8 TIMBER POST OR W5xB.5OR W6x9 NAIL 16d (TYP.) STEEL POST (TYP.) (SEE NOTE 3) - RAIL ELEMENT \' SW (IN) x 1 1/4" (IN) BUTTON HEAD BOLT WITH 7132" (IN) OVAL GRIP (TYP.) AND RECESSED HEX NUTS - EIGHT (8) REQUIRED PER SPLICE ,6 b b 21M I er 17� PLAN 0;MIL nT (.) 2Wr x 1 1l8" ELEVATION DESIGN C 3Ir• i 1 25' BEND FOR 3, USE VNTH T DESIGN 0 s- 7174' 14' I e 1 Y k= (::D i o l o i T r3ifr 3/4" X 2 12' '- N POST BOLT SLOT O O (OPTIONAL) - SPLICE BOLT 1. 110LP3 (TYP.) SLOT (TYPJ (SEE NOTE 2) 29132" x 1 I/r ELEVATION DESIGN F (SEE NOTE 4) �i DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I , BRASS C W TH X" AT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH IT 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 I\ B/\TB-ram p ii LYO oSaT�G 56' (IN) x 22" (IN) BUTTON HEAD BOLT WITH 7132- (IN) OVAL GRIP AND RECESSED HEX NUT (TYP.) ISOMETRIC VIEW Aug 17, 2021 BEAM GUARDRAIL TYPE 31 STANDARD PLAN C-20.10-07 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Aug 20, 2021 Woshingbn SNee DopwhnsM 1Trvnq,e,Nlien NOTES 1. End Section Design G shall be used except where noted on the plans or contract. 2. Attach guardrail to bridge rail or concrete barrier with 7/8" diameter bolls (five minimum) Standard Spec. 9-06.5(4), with thin stab ferrule inserts or resin bonded anchors. See the Contract Plans. 3. A single piece having similar dimensional shape to Design G and mating with the W-beam guardrail is an alternate. 4. In cases where Design "F" end section is lapped on the outside of the guardrail, a galvanized 1" ID, 2" OD, 0.134" thick, narrow Type A Plain Washer or a anchor rail washer shall be placed under the splice bolt heads. O CE N EN R. 11" O NPPR°xtMATE r �j �.I e1rr� Y _ DESIGN D END SECTION PLAN SPLICE BOLT - SLOT(TYP.) 29132' x 1 1/T 0, o O O O o • o o eo L. q.- • ELEVATION 1C 01 f Y s ®f qH DESIGN 0 (SEE NOTE 3) 90� ,Pd, 32350 QO 01STO ONAL BEAM GUARDRAIL END SECTIONS STANDARD PLAN C-7 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch Ill 06-16-11 s.,rE�s,�rF.GxrEEn w,f WorMplon SNN Dapomn"x M T..,,,, bbn WHEN LOCATED IN MEDIUM SANDS, DRYWELLS MUST CONTAIN AT LEAST 90 CUBIC FEET OF GRAVEL PER 1,000 SF OF IMPERVIOUS SURFACE SERVED. PER GEOTECH REPORT, DOMINANT SOIL GRAIN SIZE SHOULD BE CONSIDERED "MEDIUM SAND". THE IMPERVIOUS SURFACE COVERAGE ASSUMED ON EACH CREATED LOT SHALL BE 4,000 SQUARE FEET OR THE MAXIMUM ALLOWED PER ZONING (65%) WHICH EVER IS LESS PER RMC 4-6-030. A 5'X15' RECTANGULAR DRYWELL WILL BE INSTALLED. THE SURFACE AREA OF THE DRYWELL WILL BE 75 SF. RECORD DRAWINGS AS BUILT RK 5/4/22 BJT S11RVE"ED. REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT DUM RK DRAWN. RK cHE BJT REVISION BY DATE APPR �� BJT DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 ORYWELL ROOF 48' MIN DIA DOWNSPOUT MIN 12' x 12" HOUSE CATCH BASIN SPLASH BLOCK (YARD DRAIN) FLOW O PLAN ROOF DOYYNSPOUi 4" CAPPED PVC OR GRATE INLET AT SURFACE FOR OBSERVATION OVERFLOW CATCH BASIN MIN. 50 GALLON PLASTIC (YARD DRAIN) OR CONCRETE DRYWELL HOUSE SPLASH BLOCK SOLID UD OR ORATE W D1A.IAN. PVC. SDR 36 PER ASTM OV34 12" MIN TOPSOIL Pk 5LOPrj(1NMI N I tY MIN SUMP FINE MESH SCREEN SS 304 1000 OR SIMILAR 5' MIN. SETBACK FROM BUILDING ITMIN, AS REQUIRED, 314'.1 IW WASHED SEE NOTE 1 24' - DRAIN ROCK OR - GRAVEL BACKFILL FOR MIN. DRYWELLS PER WSDOT <j 44* STD SPECIFICATION MIN SECTION 9.03.12(5). SIDES AND TOP OF ROCK LINED WITH NON -WOVEN GEOTEXTILE FOR SEPARATION PER WSDOT 933.2(1) 48-MIN. NOTES, DRYWELLS MUST BESET BACK AT LEAST 15 FEET FROM W BUILDINGS WITH CRAWL SPACE OR BASEMENT ELEVATIONS THAT SECTION 12' MIN ABOVE SEASONAL ARE BELOW THE OVERFLOW POINT OF THE DRYWELL HIGH GROUNDWATER OR HYDRAULICALLY GENERAL NOTESL RESTRICTIVE LAYER I. WHEN LOCATED IN COARSE SANDS AND COBBLES, DRYWELLS MUST CONTAIN A VOLUME OF GRAVEL EQUAL TO OR GREATER THAN 60 CUBIC FEET PER 1.000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS. DRYWELLS MUST CONTAIN AT LEAST 90 CUBIC FEET OF GRAVEL PER 1,000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. 2 SPACING BETWEEN DRYWELLS SHALL BE A MINIMUM OF 10 FEET, 3 REGULAR MAJNTENANCE INCLUDING CATCH BASIN (YARD ORAIN) CLEANING (EVERY 6 MONTHS MINIMUM) IS ESSENTIAL TO THE LONG-TERM FUNCTIONING OF DRYWELLS. 4 CONNECT INLET PIPE TO CONCRETE DRYWELL USING PRECAST HOLE OR CORE DRILLED HOLE S SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS - UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE 1NT51 STD. PLAN - 263.00 mompow air PUBLIC WORKS DEPARTMENT DRYWELL PLAN AND SECTION Martin PaStUCha 8/13/20 90 DATE 6' _ CEMENT CONCRETE 1 H ,-R SIDEWALK RAMP VARIES OR LANDING FROM 6"TOO , 6' 1 3M'PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB -6 IrZ SEE DEPRESSED CURB DETAIL THIS SHEET 1,24 TOP OF 12'It. ROADWAY ' 1 m 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY, FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB -6 irr s Irr 1' 12'12. - - ,.FL FACE OF ADJACENT CURB 1 1 TOP OF ROADWAY . • p �It • GUTTER SURFACE r 5 PREMOLDEO JOINT FILLER E FULL -DEPTH EXPANSION JOINT FACE OF CURB -617-- 512* -V 12' R. 1' R 124 1 TOP OF • (0 1/2-R. ROADWAY 1 � _ 1 r m T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB -6 irr FLUSH WITH GUTTER PAN AT SIDEWALK RAMPENTRANCE 1.12 1:24 TOP OF 12'R ROADWAY �1 DEPRESSED CURB SECTION AT SIDEWALK RAMPS 318' _ r 1 CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL `VOTES I. See standard plans 102 and 101.1 for curb expansion and mrannaionpint spaong. L Exp4nslon joint shall be full depth, 3/8' Ilnt premOgled joint filler. 3. For Depressed Miim4thc D-way Curb A Guder Sod,on, sea Stardard Plan 104 2 O PUBUC WORKS STD. PLAN - 101 DEPARTMENT CEMENT CONCRETE CURBS rI N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnau_ NAVD 1 HORIZONTAL: NAD 1983 1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 1 8: O N S/ WAS ti O � o 520100 41� FSS T DNA L 7/7/202-3 V C O v •� O C m C U.1 c� C .0 N M a' ON M M N Q LO i O LO a-7 N N /c�v W U CO r �, Y R-421222 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 'O V / T O O T N T W 0- 00 OM T � N Z00 ` DATE: 7/7/2023 m O RU DBOOK: PAGE: Q J Uj DRAWING NO. U m SF1EEh 22 OF: 40 N T I 0 w rr Lu n O n z Q C) U Q Ln N 0 N CD N N i= 0 3 U I 00 N C 00 r7 N 1-1 rn 0 0 0 W Z J �i r� �`rJ✓ LLI + M � W N g r- j EX R/W — 5.2' I EX FOG LINE i 10.3' 10' I I I co 1 10.3, 10.5' I o ==' EX FOG LINE EX R/W �� r•T v�v A 0 o I-- v) AS-BUILTS CHANNELIZATION PLAN OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON C°mJ r n C] CD I ii CD CD coZ V♦ ,� Jw, n it v ra �"' ^�✓`)` �� a` �- ii_ C� ~ �� S% W I ~ n`� nr ���i I �J �� a-��C✓✓ q) �C �^ I 00 Z_ J W n!: r• -r� �Jw�r'` nr` �J� l� 0-( �! �i I EX R/W I /-------1 I I < g 0- (n Z Lu W W I I I I T I -_=----------------------==_ --------- 4.9' ------------------------------=--_—_----_--�_---- 5.3' -----_____---_-- - --- ------ -----------------------------------=q� �-----,------------- ----------------- EX FOG LINE RESTORE FOG LINE AT SAWCUT AREAS - N DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I , BRASS C W TH X" AT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 9.9' 10.2' _ ABERDEE_N AVE NE_ _ COLLECTOR ARTERIAL/NEIGHBORHOOD GREENWAY CA 10.4' o� Get RECORD DRAWINGS AS BUILT REVISION PER COMMENTS DATED REVISION RESTORE FOG LINE AT SAWCUT AREAS - 31 Z c� �Zw ZM C) N Z rMdcl 00 O U)U� 5.3 I ------ - N _Z z I J W LO 10.2' I +0w I Mfg I - - - - - - - - - - - <zw - - - 10.5' i (A' N w W EX FOG LINE N I o 0 0 10, 1 Ir r• IIII i i-- jl I L-J I IIL_______________1 _____________________ .. ------ ---- 19.3' NOTE: 1. EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO ORDERING OF ALL SIGNS. 2. FOR LONGITUDINAL MARKING PATTERNS REFERENCE WSDOT STD. PLAN M-20.10-02 3. ALL PAVEMENT MARKINGS SHALL BE LAID OUT WITH SPRAY PAINT AND APPROVED BY THE PUBLIC WORKS DIRECTOR OR DESIGNEE BEFORE INSTALLATION. 5. ALL PERMANENT STRIPING AND MARKING SHALL CONFORM TO WSDOT STD. SPECIFICATIONS AS APPENDED BY THE CITY FOR PAINT, TYPE PLASTIC AND RAISED PAVEMENT MARKERS. 6. STOP BARS SHALL BE THERMOPLASTIC. SPECIAL NOTE: ALL PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARDS SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS ADOPTED BY THE COUNTY. ALL STRIPING SHALL BE PAINTED USING WATER -BASED MATERIAL. ALL ARROWS, "ONLYS", CROSSWALKS, STOP BARS, AND OTHER MARKINGS SHALL BE TYPE B REFLECTIVE PLASTIC MATERIALS AS APPROVED BY THE COUNTY TRAFFIC ENGINEER. RK 5/4/22 BJT S1 wEAm' RK 7/7/23 BJT DESIGN RK DRAWN. RK cHE BJT BY DATE APPR APP� BJT 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL* NAw 1 HORD:DNGIL• NAD 19W 1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. — -7— I SITE MAP KEY PLAN I I[ qil z 0 10' 20' 40' SCALE: 'I "=20' CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. �20100241� s F01STERN SloN L ECG 7/7/202-3 J E C V d% 7 � _c O � 0 C C Lu c � N M Q 000 N c:Q� a) N t � Ln i O Ln +S N /c�v W U r a) Y N �'t O T O O T N T T N oC R-421223 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � AS-BUILTS CHANNELIZATION PLAN VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 rr Lu 0_00 OM ET � N z0 = z DATE 7/7/2023 m ZJ 0 FlELDBDW_ PAGE: Q J LLi DRAWING NO, U m SFEET: 23 0F: wL}^V L3 N r N N I N nI rr w O r n Z a Q 0 O cn N 0 U V) m Q N O N O N to \ Q) E 0 a 3 I 00 r� N C / 00 n N / 1n O O CD jw 5 45 Iz i7 AS-BUILTS WATER AND SEWER PLAN AND PROFILE OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON rI z I \ 1 SSCO#1 1 +207#2 SSCO#3 ��....... 1+99 SEE SHEET 25 FOR o 299.20 0+79 2 , � SSCO#4 m z v L=45 L=45' 4 � t L=45 298.80 IE=z9�-8�292.71 291.911E=i9�i8- 298.20 2+47 CONTINUATION g \ IE=293-2E}292.78 L=45 ■■■ ■■I�i■ ■■ ■ fm a �l S-885� 5= �o° S=� s - 297.70 WATER MAIN FITTING ;� I I 'T �!' , 731% 4.287 291.so IE=� ---- 8.15.`� I a DATA TABLE 4-1 1p(l) P(u) P(UG) P(UG) . • 11 OSTA. 10+06.50 7.00' LT EX 8" STORM II a INSTALL: I 1-16"X8" TAPPING TEE (MJxFL) W 1-8" GATE VALVE (FLxMJ) Z 11 I I EX 8" SEWER CONCRETE BLOCKING I .: WET -TAP TO BE PERFORMED BY ^� J.II I 3�i a CITY APPROVED CONTRACTORIII w I �' "� 52 LF 8" DI At ^.P I W a CONNECT 8" WATER MAIN TO EX 16" �� ''`�I�Z ¢ m 2 DI WATER MAIN IN ACCORDANCE TO IW la Qo I I 30 CITY OF RENTON REQUIREMENTS & a W o a PER C.O.R. STD. PLAN 300.1. ejQ IwI-J o FINAL CONNECTION TO BE I .x W 00011 I 13 3 II PERFORMED BY CITY FORCES. W m l z I I AL . /* ) I I I II d d OSTA. 10+58.58 7.00 LT - - - - \� I l EX 16" WATER I a INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 Of 1-8"X6" TEE (FLXFL) x I 1 1-8" GATE VALVE (FLxMJ) L`' I I ° 1-6 GATE VALVE (FLxMJ)66 d 1-8" ADAPTER (FLxMJ) SEE SHEET 25 FOR CONCRETE BLOCKING CONTINUATION ' OSTA. 12+38.55 7.00' LT INSTALL: ; 1-FIRE HYDRANT ASSEMBLY PER a a STD. PLAN NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) 1-8" CAP (MJ) 1-5 LF 8" DI SPOOL 2-CONCRETE BLOCKING 1-8" POLYPIGGING CROSS HORIZONTAL PER STD PLAN 300.6 0 10' 20' 40' � 0WATER SERVICE 1" DOMESTIC WATER METER SCALE: 1 "-20' AND DCVA FOR EACH LOT, PER STD. PLANS 320.1 AND 340.8 VERTICAL 0 2.5' 5' 10' 30 UTILITY CROSSINGS: IE 12" SD=292.07 SCALE: 1 "=5' Q 1 T/P 8" SS=289.62 QIE 8" W=294.92 T/P 12" SD=293.82 *SEPARATION IS LESS THAN 1.5', REQUIRES GEOFOAM QIE EX 16" W=294.24 T/P 8" SS=289.51 Q IE 8" W=294.15 T/P 6" SS=290.74 QIE 12" SD=291.87 T/P 6" SS=290.50 QIE 8" W=293.71 T/P 6" SS=290.89 Q IE 12" SD=292.15 T/P 6" SS=290.65 QIE 8, W=293.23 T/P 6" SS=291.12 QIE 12" SD=292.59 T/P 6" SS=290.90 ® IE 8" W=292.91 T/P 6" SS=291.25 ©IE 12" SD=292.87 T/P 6" SS=291.17 • t'1 285 0 -® --- i� � MIA ►�' o•w�ro�.��. �� 1•I 1 ® �_SSCO#8 SSCo#7-/" . 7 6 CL '\--SSCQ#6. 298.30 0+81 1 +29 297.80 297.20 2+O 1 .� L=36 L=36.. L=36' 292.04 1E=2.9z 3$- IE=291.80 BEARING PAD 7.6290 S.=�'rz�� S=5 may ELEVATION (TYP).. 6.159 IE=291.2E) 291.0 S=2.961� 2.55% 5 LF 8" DI d• A d; n ° O p 4 �SSCO#5 .... 2+49 55 L=36' 9 296:50 ..I E=�9-291.35 5=....... 2.36� • I KEYSTONE WALL SEE SHEET 12 FOR DETAILS Q n UI A 1.Ir 'RC A r ivC vVll 1 nv A[)AIA�O{}6 Q Al I vIC)vl Z m I/ BLA 2 4EX L FENCE - EX LOT -TRACT A LINE (TYP) LANDSCAPE _�,- BLA 3 EX TREES TO BE VED (TYP) A I r\/ A 111 C)n\/ nL-L/\ IVIIL- V I A JAI -- n� -TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 30 TO 31 (TYP) L •�� -111111911 SOME ., .-. SOME .. - _ MINIZA�� =- 1 �I � _.SESSION onn �© IN. SO SOME ll�_np SESSION SON F41 �!a I SOME MIJOIJ - GENT SO SOME EP4 Ciao Ci�••I �iiL'il• 'i ', Lrn L��■I ��-ar1� 1 1 ��� '��➢9fs� ��IRt• 1 __ _ - _ e=1salih:cl1»IMMIM»46111►[el:Hg11]i 1111101 4ci� ,I _ SOIII ■:�G,��I SOME m NONNI Cl I J is an ��m �I���■ �� 11012_IbA ����7�■ � 7■ ii��l �ii'Cf:�7,� m SOME ' 1•■�� l mmi ��ill■mom - ■�� RAM F� �■OMESOME ���■ - ri' =f1♦�� ■I■� ��� �Z7 I �Ilrr�i SOME - _ _ •• - - - ■.`1/_BIY�iS1>I:II>t■II1�.�� =ylS>"S!I:■III><IIG>�IIG1i■■- _ - • - - ■:u��t:-R-�-z - - - . . e ,l•.1:�t IIIIIIIIIIIIIIIIIIIIII■:uPd��SOME t /�•,� 1 tiI1.1•t71.e1= 1!•4••lf -- __-MEW alFT_r_F. »I I.`411►[eweI:1-•1 11 SON 11111IIIJ10awliCulmhLa SENSE ■ � � :Z�] I�L`� � IZe 1:L11] 9+80 11+00 12+00 ROAD A RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 1 I RECORD DRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I ,BRASS C WITH XAT DISC 1I6TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 RK 5/4/22 BJT SURVEYED. RK 7/7/23 BJT oESIcNEo RK DRAWN: RK CHECKED: BJT BY DATE APPR �P : BJT 285 CALL BEFORE YOU DIG: 1-800-424-5555 PLAN: 1 " "=2 wzncu N, • CITY 0 F PROF: H 1 0' HORIZONTAL'NADD 1ees/�ee� V1 "=5' RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SCALE: 1 "=20' WATER NOTE: 1. EACH LOT SHALL HAVE FIRE SPRINKLERS PER RENTON REGIONAL FIRE AUTHORITY WAIVER OF TURNAROUND REQUIREMENT FOR STREETS LONGER THAN 150'. 2. 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD 320.1. DETECTOR ASSEMBLY IS REQUIRED AFTER DOMESTIC SYSTEMS BRANCHES OFF TO FIRE SPRINKLER SYSTEM, UNLESS PLUMBING PLANS SHOW FLOW -THROUGH SYSTEM. 3. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER UTILITIES. 4. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, WATER AND STORM LINES WHERE MINIMUM SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL SEPARATION. 5. ALL MECHANICAL FITTINGS SHALL HAVE RESTRAINED -RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP AND CONCRETE BLOCKING SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 0 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE 0 N S THE INSTALLATION OF WATER MAINS IN �� -r WAS 0 ALL CUT OR FILL AREAS. Al ti y CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. R-421224 S-421202 ' co �20100 41� FS F01 S TERN s1"NA L ECG 7/7/202-3 V E C 0 °' o .� ,^ v , C uj c N N M < 05 N m -0 0')N a� 0) tn Lr) i Ln a-+' N N /c�v W rO, V r a) Y �'t W-421202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS WATER AND SEWER PLAN AND PROFILE VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 0 O O T q w u M I�l N a J H H T N rr W 0- OM T � N z0 = z DATE 7/7/2023 m O FIELDBOOK:ZJ PACE: a J w DRAWING NO: U m Si,EEr. 24 OF:4 CONSTRUCTION RECORD N DRAWING N THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS I PREPARED BY BARGHAUSEN CONSULTING 0 ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A 0 COMBINATION OF THE FIELD SURVEYED INFORMATION Lu AND DOCUMENTED FIELD REVISIONS. AS-BUILTS WATER AND SEWER PLAN AND PROFILE OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Fv` A- 601 N I r? EX WATER N T ``' I STUBS EX WATER I EX WATER T N g} , (V r`` �'F`' METERS I METER CB STD GRT r I I EX SHRUB RIM=296.46 f----- ----- ` 12" ADS E IE=291.51 � � SSCO �SSCO I� j 12 ADS W IE=291.51 Al I__��................... SSMH EX R� T j SDMH I I RIM=295.08' ,-; E� ----------------- - - ----- - --- - - --- -� --- - RIM=296.74' - DRIVE 8 PVC N IE=281.03------_ ---- -------------_ _____- __ -_- -- ---------- 8" PVC S IE=280.93' MAILBOXES EX DRIVEWAY EX MAILBOX i EX EOA 12 ADS NE IE=288.79 II 12'ADS W IE=291.19' MIO573 o STA 28+24.41, 6.98' .RTT K' BEGIN FRONTAGE IMPROVEMENTS: AND EX 8 SEWER / I ��� N S w FULL STREET GRIND AND OVERLAY I� �SAWCUT EX 12" STORM TO BE ��� (0" R - EX 16" WATER - _ � - i✓ LINE (TYP) EXTENDED TO CB#2 - �� w 1 0 0 ' '';.. EX 16" WATER o\\� 0 0 �... _ o -w-w-w w-w-w_-w_ _w--_w-w-w_- w w-w-w w-w w-w-w-w-w w-w Ao w w-w-w w w w w- Li j EX FIRE F � � EX OVERHEAD POWER � F •�`" �- -� �- o, x TO BE RELOCATED EX WATER I 1 •' "'.. 4 HYDRANT a O UNDERGROUND METERS �II 1 ) P(OH) "'P(Qy),. P(OH) P(OH) (OH) (OH) P(OH) T P(OH) P(OH) P(OH) Fp(OH) P(P$H) Pf�(' ( P(OH) P OH) P(UG) (UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) -J / 5 1 Z" ST( n EX POWER POLE. ADD 29¢ �i ii �� - �� - �� Ol 3'� �d n GUY WIRE TO POLE I p . z EX R-/7W-. EX FENCE j EX WATER EX FENCE (TYP) (TYP) �J METER I '• q I 2 .. ( \ A (� n ^Two r n `J`�• ` , �ci .....�.- -cJ P(UG) P(UG) "UGk - EX 20 � -, EASEMENTS a EX POWER POLE TO BE Q rEX DRIVEWAY nv ���a�� a REMOVED. POWER AND SEF r, -r� I I TO BE RELOCATED UNDERG EX UNDERGROUND - _ ALONG PROJECT FRONTAGE POWER LINE (TYP) EX UNDERGROUND �� 8 TELEPHONE LINE (TYP) I 298.30� EX GAS LINE (TYP) Q 0 0 cn Q) 0 U V) Q N 0 r7 N 0 N u7 \ E 0 0 a N 3 I co r� N C c c a) 00 r7 N 1-1 V) 0 0 0 w - i7 '. n0 0 .0 285 280 275 26+80 27+00 EX WATER METERS EX R/W I I I I , SSMH r I RIM=302.50� ° CB STD GRT 8 PVC N IE=290.85 RIM=304.08' --------------------------- SEE SHEET 24 FOR CONTINUATION 29+00 ABERDEEN AVE NE COLLECTOR ARTERIAL/ NEIGHBORHOOD GREENWAY HORIZ. 1 "=20' - VERT. 1 "=5' 1 RECORD DRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I ' BRASS C W TH X" AT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 RK 5/4/22 BJT s'"wE"m� RK 7/7/23 BJT DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: BJT 311E �_z 0 10' 20' 40' SCALE: 1 "=20' Z SSMH _ _ - O M RIM=304.56' N/S/NW O (NO INVERTS MEASURED) 8R'E MAP KEY PLAN � T N CB STD GRT T L RIM=305.12' WATER NOTE:CD V 12" ADS..W IE=301.12' ' ---LJ 12 ADS S�' IE=301.12 1. EACH LOT SHALL HAVE FIRE SPRINKLERS 0 EX DRIVEWAY _ ---- PER PER RENTON REGIONAL FIRE AUTHORITY EX R W WAIVER OF TURNAROUND REQUIREMENT FOR II SDMH STREETS LONGER THAN 150'. - - - - __-- - - - ------- -- --_-RIM=305.32 2. 1" WATER METER SHALL BE INSTALLED FOR / EX 12" STORM I I 12" ADS E IE=297.10' EACH LOT TO ACCOMMODATE FIRE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 18" ADS S IE=297.07' SPRINKLERS AND DOMESTIC WATER SUPPLY. I I 12" ADS W IE=301.19' SEE C.O.R. STD 320.1 II - 3. MINIMUM OF 10 FT SEPARATION BETWEEN SAWCUT SSMH II EX 12" STORM SEWER, STORM AND WATER MAIN. MINIMUM Y LINE (TYP) RIM=304.56' I N OF 5 FT BETWEEN ALL OTHER UTILITIES. _ _ 4. MINIMUM OF 18-INCH VERTICAL SEPARATION (NO INVERTS MEASURED) I I oo EX FIRE WHERE BETWEE MINIMUM SEPARATIOWATER N ISTNOT ORM LINES C4 --------, II HYDRANT FEASIBLE, NON -POTABLE WATER PIPE SHALL T wA w-w-I�-w-w-w-w-w-h-w-w-w w-w= O -- ____ _____ O ---�` �----------�_____� - - - � ��� BE PRESSURE RATED PIPE (PVC C900, DI, STA 31 +51.27, a: r ; 17.62' RT; _ ?:.. OR EQUAL). ALL OTHER UTILITIES 12-INCH O - P(OH P(0 I P(OH) -- (HO)d''..'•••'•..(HO)d ,.(Ho)'�(� MINIMUM VERTICAL SEPARATION. --_-_--P(UG - _J ' 5. ALL MECHANICAL FITTINGS SHALL HAVE r P-G-----' CB STD GRT r RESTRAINED -RETAINER GLANDS EQUAL TO (V --- ---- r _ RIM=304.96' I MEGALUG SERIES 1100 OR ROMAC EX R W 12" ADS W IE=297.61' ROMAGRIP AND CONCRETE BLOCKING Q IIIIII T`� I" I J EX WATER E I SEWER NOTES: I �I EX FENC `r „� METERS e, (TYP) I 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS J EX 22' STA 31 +51.26, 26.44' RT NOTED OTHERWISE. " EASEMENT END FRONTAGE IMPROVEMENTS AND 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6 PVC CONNECT TO EX DRIVEWAY AND END SAWCUT SDR-35 ® 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE N EX GAS SAME MATERIAL AS THE SEWER MAIN. G I 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 LINE P) I NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE �l� KIR UTILITY CROSSINGS QIE 12" SD=292.07 T/P 8" SS=289.62 QIE 8" W=294.92 T/P 12" SD=293.82 *SEPARATION IS LESS THAN 1.5% REQUIRES GEOFOAM QIE EX 16" W=294.24 T/P 8" SS=289.51 Q IE 6" W=292.42 T/P 8" SD=290.87 *SEPARATION IS LESS THAN 1.5% REQUIRES GEOFOAM THE INSTALLATION OF WATER MAINS IN Liz ALL CUT OR FILL AREAS. C'0 T O O O 300 WATER MAIN FITTING DATA TABLE OSTA. 30+07.00 6.50' RT INSTALL: 295 1-16"X8" TAPPING TEE (MJxFL) 1-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING WET -TAP TO BE PERFORMED BY CITY APPROVED CONTRACTOR 2� CONNECT 8" WATER MAIN TO EX 16" DI WATER MAIN IN ACCORDANCE TO CITY OF RENTON REQUIREMENTS & PER C.O.R. STD. PLAN 300.1. FINAL CONNECTION TO BE PERFORMED BY CITY FORCES. 285 OREMOVE EX FIRE HYDRANT. REPLACE WITH NEW FIRE HYDRANT IN PLANTER STRIP 18-INCHES BEHIND FACE OF CURB. INSTALL NEW 6" DI PIPE SPOOL FROM EXISTING 6" VALVE TO NEW HYDRANT LOCATION. 31+00 CALL BEFORE YOU DIG: 1-800-424-5555 SCALE PLAN: 1 " "=2 HORIZONTAL' AD 1 ,M CITY 0 F PROF: H 1 "=20' HORIzoNru: NAD gees/1ee1 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 280 R-421225 275 S-421203 O N S/ WAS ti O Ul o Z �20100 41� 01 F_0 FS S T s/'NA L ECG 7/7/202-3 E c 0 d% _c 7 .� 0 C Z C Lu c N N M < 00 N m �a� � LO i O Ln a-7 N N /c�v W U r a) Y �,t T N F_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS L AS-BUILTS WATER AND SEWER PLAN AND PROFILE VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 rr W 0_ 00 OM ET � N Z%0 ` DATE: 7/7/2023 m ZJ 0 FIELDBOOK: PAGE: a J w DRAWING NO, U m SHEEN 25 OF: 4 rr W q O rr n z r= V \Q Q C) 0 N 0 U V) a LO N 0 N 0 N Ln E 0 a a 3 co 1 00 I10 N C / 00 N / 0 0 j W 0_ 45 IT COVER PER STO PLAN 441 SEAL WITH AR 400D OR APPROVED--' EQUAL AND DRY SAND AFTER PLAN PATCHING NT5 OUTSIDE �1Aµ£TER 9F (SEE NOTE 9) ,tSTMEW RANG +N1D % SEE NOTE 2 x dOTi6}A OF FRAME MORTAR JOINT(S) [3/11} MIN.-2- MAXJ] ` ADJUSTMENT PING (T" MIN)- SEE SEE NOTE 3 AND SPECIAL PROVISION NOTE S. 7-I5.s(I ). SECTION A —A 1 REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ON FOOT (MIN.X ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS AND MORTAR. 2. REPLACE EXCAVATED MATEPJAL WITH A MINIMUM OF W OF HMA GLASS z PG e4-22 (OR TO A DEPTH THAT IS 2' BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER) OR AS APPROVED RY THE ENGINEER. 3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN MORTAR MORTAR SHALL BE ASTM C270 FOR TYPE S. 4. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. NOTES 5- CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED E ONLY BY A JOURNEYMAN MASON. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY. THE MBE OF 5HIN$18 PROM I MD. 7- FRAME SH LL BE ADJ USTEO TO PAvr:mr:NT GRADE BY ►A� TAPPING UNTIL FRAIS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. B. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAINMP VISIBLE UPON COLETION. 9, X= Vtr MIN. TO 2-W MAX, - PER ENGINEE WS tNSTRuc ON R775 PiAm _ 7 na PUBLIC WORKS TYPICAL CONSTRUCTION BEPARTMENT AND ADJUSTMENT OF MANHOLE RISERS WASTEWATER LTnLITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WrrH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTfAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1986 HORIZONTAL CONTROL SHALL BE NORTH AMERiCAN DATUM 1983H991 UNLESS OTHERWISE APPROVED SY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFeRENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBIL17Y TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR 13 SQLFI.Y RESPONSIKE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES T. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHE S. MAXIMUM DEPTH 1a-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL 8 SANITARY SEWER PIPE SHALL SE POLYVINYL CHLORIDE {PVC) RUBBER-GASKETEO ASTM D 303.4. 5DR 35, C9001C905 OR DUCTILE IRON CLASS 50. UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC) UNLESS APPROVED SY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC-). IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINrnER LICENSED iN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD OETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON - XISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 903 AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WELL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL M IN ACCORDANCE WITH STANDARD PLAN 4C5 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SVSTI M VVHI CH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR S�- PlAN4f3 PUBLIC WORKS WASTEWATER UTILITY APPF40VEDsg� DEPARTMENT STANDARD NOTES Martin Pastuchaar26/2 rDATE Ili AS-BUILTS SEWER NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APR AR ON PRO]ECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modifier by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction, 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right 0f way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to Verify the true and correct location so as to avoid damage or disturbance. 4. A pre -construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill ❑ver pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 11RECORD DRAWINGS As BUILTDRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I ,BRASS C WITH XAT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 RK 5/4/22 BJT s"I""' RK 7/7/23 BJT DEs . RK I YM: RK cHE BJT BY DATE APPR APP� BJT Utility Specifications CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 1.3. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erasion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Manning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. 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. pipe bedding shall be pea gravel 6 inches alcove and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM ❑ 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERIICAI_ NAVD , HGRRONrA_ WI W 1991 DATU V CALL BEFORE YOU DIG: 1-800-424-5555 + CITY OF RENTON Planning/Building/Public Works Dept. �20' 0�41� s F0/STERN NA L ECG 7/ 7/2023 V G V • Vf = L � � 7 A� W •� 0 C W C � N M Q 00 N 4-0� 101 Q N ^� i 0) 0 L0 Ic L0 4-7 N W V r Y R-421226 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS SEWER NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O LO T O O T N T W �J M I H H H H rr W 0— 00 OM T � N z0 = z D,E 7/7/2023 m 0 FlELDB001C PACE Q J ULi DWgNING NO U m %EEh 26 OF: wL}0 N T N N r.' LL ui In O rr n Z 2 C� Q Q 0 0 a U V) mi Q N CD Irl) N CD N Ln N E 0 0 a N a 3 I co r� N C / Ip N / 0 0 CD DocuSkgn Envelope ID 345B681D-914F-4F2❑-AB59-7C1921)3B78A3 NOT TO SCALE AS-BUILTS SEWER NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON MANHOLE FRAME AND COVER SEE STD PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 3 FIRST STEP SHALL BE A MAXIMUM OF 18" BELOW THE COVER CONE (ECCENTRIC) 5TEF5 -- POLYPROPYLENE STEPS SHALL SE INCLUDED RUBBER GASKETED JOINTS SEE NOTE 5 IF REQUIRED, LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' SHELF AND CHANNEL SHALL BE 3000 PSi CONCRETE PRECAST BASE SECTION OR CAST IN SHELF COMPACTED SLIEGRAOE WITH 6" CRUSHED ROCK OR ADDITIONAL IOATERIAL SUITABLE TO SUPPORT STRUCTURE A. ,B. ,0, ,p, ,E 48'I MH 48" 6" MIN. 5"MIN 24" MIN, 21" I D 54" MH 54" 8" MIN 5 5" MIN 24" MIN 24' 1 Q 60" MH 60" 8" MIN 6" MIN 42" MIN 30" 11) NOTES, 1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECT4DNS ARE INSTALLED 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE INITIA ASTM C-478- 3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 ThLU_SE OF SHIMS IS PROHIBITED. 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WA55ER MC--sHiELDCOAT 100 oR APPROVED EDUAL, COLOR OF COATING SHALL BE WI117E 5 RUBBER GASi<ETED JOINTS SHALL DE W CONFORMIANCE WITH ASTM C-443 8 CHANNEL w1DTH AND HEIGHT SMALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE 7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL 8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINiMiM 2'-WIDE CONCRETE RFNG POURED AROUND THE COVER IN PAVED AREAS, COVER MUST SLCPE rO MATCH PAMKn} _ 9 MANHOLES OVER 20' DEEP SHALL BE A MIN,MUM OF 60" IN DIAMETER STD. PLAN - 400. qwfk5ia and b1 URI PUBLIC WORKS STANDARD SANITARY MANHOLE 26/2020. DEPARTMENT Martin Pagluc�l`� i :kyA,yl, 9Arr I 12 DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I , BRASS C W TH X" AT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 Docu51gr1 Erwelope Ip 345B681p-914F-4F2D•AB59.7Ci92D3B78A3 c-a r-y r---_-------7 I :---EX. SEWER MAIN I r 1 i I 1 I i i i l PROPERTY LINE SP04L z (LENGTH AS HEEDED) i i 3'-0" MIN 8 5" SEWER 51-UB � I 4 �} FUTURE 4" 5110E SEWER I 1 I i $EWER WAIN TE£ X 6" TEE SiUtWALK l I I J COOPUNG (TY)PL J L J IT I� F I� . I BEND AS REal,1+�ED E4STING SANITARY SEWER MAIN '-6" SEWER S709 SEWER MAIN SIZE X 6" TEE ===-------� T"x 4" STUD MARKkNG POSt PAINTEO 6' CAP W►11TE 'M74 THE WORD 'SEWER' STENOLED IN 3" HIGH SLACH LETTERS AND #6 IMRE WRAPPED AROUND THE STUD AMID EXTENDED Tfl THE TOP QF THE STUp e'7€8'X6' SURFACE CLEANOJ7 1417H CAST IRON RIfgM1, AND COVER (EAST JORCAN IRDN WORKS PRODUCT NO 00367502 OR APPROVED EQUAL. SPECtrY 'SEWER" ON LID), CLEANOUT TO BE CEMTEREO IN A Vx2" CONCRETE PAD CONCRETE PAO TO BE 8' IN OEPTk 1 T 8„ SUTURE 4" SIDE SEWER B"k6'k6' wYE FUTURE 6"m 4" IREDUCER ACCEPTABLE PROCEDURES FOR SIDE SEWER_ CONNECTIONS TO EXISTING SEWER MAN A V1TR+FIED CLAY MAIN - CUT' IN A NEW PVC "TEE" USkNG "STRONG -SACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), B CONCRETE MAIN - CUT IN A NEW PVC "TEE` USING "STRONG-I3ACX" FLEWOLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & 0904 PVC MAffv -GUT IN NEW TEE USINO RIGID COUPLINGS OR CDRE-D1;IU_W WITH A ROMAC SADDLE (OR APPROVED EQUAL) 10. DUCTILE IRON MAIM - CORE -DRILLED WITH A FkQMAC SAOULE (OR APPROVED EQUAL) E LINEO MAIN - CONNfrn0N TO SEWER MAINS THAT HAVE $Er NI LINED (CIPP, ETC), CLfT IN A NEW PVC "TEE' USFNG 'STRONG -BACK" FLEXIBLE COUPLINGS {FERNCO OR APPROVED EQUAL). F HOPE - CURE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE- MAY BE USED ON SEWER MAIkS 17" DiAI,iETER OR LARGER G MANHOLE CONNECTION - ALL C014NECTIONS TO MANHOLES SHALL -BE AT MANUFACTURED KNOCK-4UT5 OR THE STRUCTURE SHALL BE CORE-UPLLED AND USE KOR-N-SEAI BOOTS OR APPROVED EQUAL NOTES. 1 PRIOR TO 11ISTALLALDDN OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE GT`I OF RENTON PUBLIC WORKS DEPARTIAENT 2 UNLESS 4THERWSE Sr+OWN DN PLAN. 51LIE SEWER S"AtL AAYE A MINIMUM 2 5' Gavm AT PROPERTY LrNE OR 3-5` LOWER THAN THE LOVCST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHAD HAVE A MINIMUM 2 % SLOPE; UNLESS APPROVED BY THE PUBLIC WOWS INSPECTOR A FOR INSPECTION OF THE SIOF SEWER STUB, CALL p4 HOURS IN M1OVANCE. THE INSPECTION PHONE NUMBER IS ON THE SfDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION ANO A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED nmE DO NOT BAC91FILL T>~E TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SI1DE SEWERS Ito -54E-PUBL4C RICNT-OF_wAY SHALL CONFORM TO STANDARD P:AN 110 CR 11o2 5 TfE 516E SOWER STUB S"ALL HAVE PIPE BEOni%r, 04 ACCORAANCE OTµ SiANOARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED ANO BONDED IN TI.E STATE 0r WASHING74N SIDE SEWER STUB p•�� STD. PLAN-406.1 r PUBLIC WORDS API'ROYE6��_• ` DFPARTIVIFNT INSTALLATION Martin PastUCIIW26/2021 (SEWER MAIN TO PROPERTY LINE) -- � r.-. d vu Yw4s Na'n iP.Ynnm,x VAIT RECORD DRAWINGS AS BUILT REVISION PER COMMENTS DATED REVISION RK 5/4/22 BJT S11RVE"M. RK 7/7/23 BJT DUM RK DRAWN: RK cHE BJT BY DATE APPR BJT 12: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DoeuSlgn Envelope IQ 345B681D-9i4F-4F20-AS69-7C1921D31978P,3 VERTICAL_ M VID I HORIZONUL• NAD 19109 1991 DATU V �W (SEE NOTE 7) LIIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) r' / PIPE FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE N OTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2, HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 959 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE:. HAND TAMP ONLY. 4, PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF TIDE STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFfCATIONS, CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING kP DEPARTMENT FOR $ANIT►dli�'� SEWERSMartin Pastuc 26/202 a�4n,.l,w".,a�r3aaan p4� CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. R-421227 �20' 0�41� S10NA L ECG 7/ 7/2023 V G V • L � 7 1 12: O 4-J III .� O pm to C L u c: � N M � C QO0ON t N L0 i O Ln 4- N /c�v W U r a) Y N IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS SEWER NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O T O O T N T W u ►M'1 I H rr Lu I- 00 OM T � N z0 = z DATE 7/7/2023 m D 0 FlELDB001C PACE: Q J uj DWgNING NG, U m SHEET: 27 OF: 4 I— LL W I^..L O r n z rr V \a N / O O O AS-BUILTS WATER NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. � CITY OF RENTON, KING COUNTY, WASHINGTON WATER PLAN GENERAL NOTES Standard Plan No.3W 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CFTY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL, BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FORTHE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CLTY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESSCLASS 52 PERAWWAC 151AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C11O/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINLSHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 4B INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY Of RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERS SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 P5I PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE UNE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9, THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TD THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION, THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORMS THE CONNECTION TOTHE EXISTING WATER SYSTEM, THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. PUBLIC WORKS STD. Pi" — 800.0 DEPARTMENT WATER PLAN GENERAL NOTES MARCH 2010 EXISTING WATER MAIN TESTING CONNECTION POLYPIG STATION PER STD PLAN 300.6 (1) VE RTICA L C ROSS (MJ x F L) (II BLIND FLANGE ON TOP WITH Z" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2"TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING I a 4 ■ ❑ j o` gi to NEW DI WATER MAIN T TEMPORARY BLOCKING CONNECTION TO EXISTING MAIN (BY LICENSED WET TAP CONTRACTOR) 3 x iD (1) TAPPING TEE (MJxFL) PER STD PLAN 300.6 MIN III TAPPING GATE VALVE IFLxMJ) (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY 1 WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 FINAL CONNECTION UPON COMPLETION OF POLYP IGGING, HYDROSTATICTESTING, AND D151NFECTION, REMOVE TEMPORARY THRUST BLOCKING ANDTEMPORARY BLOW -OFF ASSEMBLIES FINAL CONNECTION (SY CITY FORCES) (2) DI SPOOLS (1) DI SLEEVE (MJ) 4 di � � � •�F�❑ � I {_I ®J.' I�' NEW DI WATER MAIN I PPP�ePP 99�e�;�f�( a' STD. PLAN 300.5 PUBLICW("KS CONNECTION TO WATER MAIN vPPaovED DEPARTMENT TAPPING TEE AND VALVE DATE DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I ,BRASS C WITH XAT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 FINISHED GRADE 9" TO 12" 24" 70 30" a 22 Yj° MAIN — LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METER MATERIALS �I INUNIMPROVEDROW, zl w� INSTALL METER BOX w. CITY I PRIVATE p • AT PROPERTY LINE WITH p • �— —� a 1" COPPER TAILPIECE Q. PI PING PIPING I . I . I �SIDEWALK I I -- 1+12"� ^ li 21" TO 30" I s 1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET, O A CORPORATION 570P FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ TUBING 1" TYPE "K" SOFT COPPER TUBING 1" SETTER, QUICK JOINT INLETAND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK OC METER SETTER VALVE ON OUTLET, FORD VBH74.15W-44.44-Q-N L, A.Y. MCDONALD 721.415WCQQ44, OR MUELLER B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS a WATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY OE METER BOX METER BOX, ARMORCASTA6001946PCX38, WITH METER BOX LID, ARMORCA5TA6001969RCI-H7, TO READ "RENTON WATER" (F COUPLER AND PLUG COUPLER (PACK JOINT x PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO PROPERTY IS TO BE INSTALLED IN THE FUTURE a GRAVEL 1 VI" WASHED GRAVEL STD. PLAN - 3ZO.1 PUBLIC WORKS I 1" WATER SERVICE DEPARTMENT RECORD DRAWINGS AS BUILT RK 5/4/22 BJT SURVEYED. REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT DUM RK WAINN. RK cHE BJT REVISION BY DATE APPR APPROV BJT DATE N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTES: 1, FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT. 2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA. 3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT. O A HYDRANT B TEE VALVE CO Q VALVE BOX EO PIPE OJOINT RESTRAINT Q GRAVEL HO CONCRETE BLOCK 0 BLOCKING JO SHEAR BLOCK PAVEMENTMARKER COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 Y4" MVO, 1 %" PENTAGON OPERATING NUT, TWO (2) 2 X" NST HOSE NOZZLES, AND 4.87S" SST PUMPER NOZZLE EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY. MAIN LINE TEE WITH 6" FLANGE 51DE OUTLET 6" GATE VALVE (FLxMJ) VALVE BOX AND LID PER STO PLAN 330.7 CLASS 52 DI, LENGTH TO FIT MECHANICALJOINT RESTRAINT OR (2) 3/4" CORTEN STEEL TIE RODS FOR DISTANCES OVER ONE PIPE LENGTH 1 X" WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 3-MIL POLYETHYLENE SHEETING AROUND TOP AND SIDES OF GRAVEL MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AN D GATE VALVE CONCRETE BLOCKING PER STD PLAN 330.1 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWALK, FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,000 PSI AND SHALL BE MECHANICALLY MIXED -JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3 PUBLIC WORKS I FIRE HYDRANT ASSEMBLY �:. DEPARTMENT VOUIC- _ NAYD I HORIZONTAL• NAD 1910 1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 AoRtIL CITY OF RENTON Planning/Building/Public Works Dept. STD. PLAN - 310.1 QATF. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. A �20' 00241, �� s STERN Slo L ECG 7/ 7/2023 V E V rL 4 ul 7 •� o b. C W c � N M a000N m Lo v c� O LO 4-7 N N / W U � r Y R-421228 � W-421204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS WATER NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O Lo T O O T N T �� 6LJ rr W 0- co OM T � N z %� ` DATE 7/7/2023 m ZJ 0 FlELDB001C PACE: Q J uj DRAWING NO: U m SIEET: 28 L}V N T N I N I rr LL Lu I..L O rr I z r2 V \a N C / 00 N / O O O E MATERIA.IS VALVE BOX AND LID SECTION A -A CL MAIN TWO-PIECE VALVE BOX WITH REGULAR BASE SECTION TO FIT AND STANDARD 8" 0 VALVE BOX TOP SECTION, OLYMPIC FOUNDRY INC 9400A RICH 9045 (NON -LOCKING) COVER TO MATCH VALVE BOX MANUFACTURER, TO READ "WATER", VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN 8' THICK HMA FOR VALVE IN PAVED C HMA COLLAR AREA OR 3'x3'x5" CONCRETE PAD IN UNPAVED AREA OPERATING SEE DETAIL, THIS SHEET NUT EXTENSION WHITE MARKER POST WITH ANCHOR Ea MARKER POST BARB AND BLUE LABEL TO READ "WATER", CARSONITE UTILITY MARKER CRM3-056-08 OR EQUAL AS-BUILTS WATER NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON VALVE OPERATING NUT EXTENSION 2" SQUARE I�r OPERATING NUT 4Y4" DIAMETER Ya" MIN THICKNESS IETER STEEL, ASREQUIRED 1 - }7S" MIN THICKNESS 7 2 A" INSIDE MEASUREMENT 2Y/n" DEPTH NOTES; 1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN T BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF V LONG, ONLY ONE EXTENSION TO BE USED PER VALVE. 2. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER POST 14 NOTES 62" 1, VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS. 2. DISTANCE TO VALVE SHALL BE NEATLY STENCILED ON THE POST WITH Z" NUMERALS. VALVE BOX, STD. PLAN - 330.7 s• PUBLIC WORKS navxovEo: ~ DEPARTMENT OPERATING NUT EXTENSION, AND MARKER POST DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT NIN CASE MARK I WITH BRASS SAT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 D.7 4" BLUE REFLECTIVE PAVEMENT MARKER, STIMSONITE MODEL C98 OR EQUAL, PLACED 4" FROM ROADWAY CENTERLINE AS INDICATED BELOW I MARKER I I TWO LANE ROAD OFFSET MARKER MARKER � I I I I I FOUR LANE ROAD OFFSET MARKER i MARKER 1 u 1 I ON 51DE STREETS WHERE THE HYDRANT 15 WITHIN 20' OF A MAJOR STREET, THE MARKER SHALL BE INSTALLED ON THAT MAJOR STREET MARKER I I I � I 1 1 FIVE LANE ROAD OFFSET MARKER STD. PLAN - 310.3 . } PUBLIC WORKS FIRE HYDRANT ASSEMBLY APPROVED: DEPARTMENT PAVEMENT MARKER RECORD DRAWINGS AS BUILT REVISION PER COMMENTS DATED REVISION RK 5/4/22 BJT SURVEYM. RK 7/7/23 BJT DUM RK IDRAwN. RK cHE BJT BY DATE APPR BJT N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 90' BEND 45' BEND A .� C CAP J PLUG 22 Y° BEND B D TEE 11 �40 BEND " VALUES BASED ON SAFE BEARING LOAD OF 2,000f{3,0001 PSF B SOILTYPE SAFE BEARING LOAD (PSF) E MUCK OR PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND AND GRAVEL 3.000 CEMENTED WITH CLAY 4,000 HARD SHALE 1D,ODO NOTES: 1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDLTIONS. 2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0,25 SF BEARING AREA AGAINST THE FITTING. 4, CONCRETE BLOCKING SHALL BEAR AGAINST fITTINGS ONLY AND SHALL RE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. S. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. 7, IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAIN ED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST. 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. 5TI3. PLAN 330.1 . PUBLIC WORKS CONCRETE BLOCKING APPROVED: DEPARTMENT FOR HORIZONTAL FITTINGS VERIICJ - NAw I H0MZ0NUL NAD 19D3 1991 DATU M MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL {SF} PIPE SIZE PRESSURE � 4J � O kJ [PSI) 4 2U0 2J{ll SJINONE} 1/(NONE) NONE NONE 3U0 3J{2j 2J{21 2f{1] 1J[1) NONE 6 200 4J13} 3J{zj 3J{1} 1J[1) 1J[NONE} 30(1 fiJ{4] 4J{3} 3J{2] 2J{11 1J[NONE} 8" 2fl0 7J{S} SJ{3j 4J{3} 2J{2) iJ{1] 300 11J(8} BJ{5j 6J{4j 3J{zj 2J{lj 1p" 204 1If[8] 8f{6j 6f{4] 3f{2j 2f{lj 275 15J[1I) llJ[7) 9J{6) 5J{3j 3J{21 12" 2IX1 16�{ll} llJ[8) 9f{6] 5J{3j 3J{2j 250 24 15) 17J{11} 13J[9) 7J{Sj 4J(3} 14' 200 22f{13j 16J{] 1} 12J[8) 6J{4j 3J{2j 250 33J{22) 23J{16) 18J{12) 9J{6} 5J{3j i6 ZOO z9J{]9) 21f{14) 15J{11} 8J{6} 5J{3� 225 32J{21) 23J{16) 17f{12} 9J{6j SJ{3j 18" 20O 36J{24) 2bJ{17j 20f{13) 1DJ[7j Sf{4} 2U" 200 45J{29) 32J{21) 24J{lfij 13J[8) 7J{41 24" 2U0 64J{43) 46J{30] 35f{23) 18J[12} 9J{6} CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. �20' 0�41� s F01 STFR�` Sf0NA L ECG 7/ 7/2023 V E V ..ww YI rL C] 5 C LJ.I c N N M a001N �a� t � L0 i Ln a-7 N N /c�v W rO, U r a) Y R-421229 � W-421205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS WATER NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O T O O T N T a40 rr Lu 0_ 00 OM T � N z0 = z DATE 7/7/2023 m D 0 FlELDB001C PAGE: Q J uj DWgNING N01 U m 9` M OF: w0 L� L}V rr W n O IIr n z _ a 0 U Q N 0 N c 00 N 1-1 V) 0 0 0 CB STD GRT III I I I I i �: 12 ADS W IE=297.61 RIM=305.12� Ili I I 3 I 1 1 a w BRENNON LANDING(VAUGHN TRUST PROPERT Y 12 ADS W IE=301.12-, Ili I I I I it '.� I ,,' J � 12 ADS S IE=301.12'-a I I I 11 3 S. '. I' I vL`'i �fWM(X3) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. 4. Ex so' -- -- : TZoH--�--------1(0�,;--------- - ----- __-- { CITY OF RENTON, KING COUNTY, WASHINGTON al I I R W _ W � f W {� G,---- a �) c� q1 W - I ' GV I I I I nT P( �I P( G) I r�T.,.` - P(UG) - I�wJ - G G G G L-v II I_L IL I _ _ I II 3 777-:77I I I� I I I I I EX GAS E \IC ip f E \I I I \P' I•Vf \L_II V G— G � G IVIIC,rILL-L R F vLKF I- G— G I � vT , r((JC) EXISTING I I LINE (TYP) ^ ��"' „ = ;u ^hr^ SSCQ� I ATE n r T II I n 1 )., � n -)r-u� I � I BUILDING � \11 3 '0 _- - rIIL_L. rvCrr SSMH I - - P(OH)--- A IV ., , Y ,vV—Iv ,/ -- _ - ----- -------P(�H� P _ __ SSCO ^nvivflv� r,�'`V �r ,- V s---------------- - - - - - ^ [JAI ; ;� II RIM=304.56 _ — — -------- --�--�------------------------------------ .,., ---- ==== P---------------------------- ----- -- �L--- ' N/S/NW II i c a /� \ __-____� CHAIN NK FENCE GAS METER (OH)CHAINLINK FENCE I I (NO INVERTS MEASURED) I I G......................................... ' BLA 1 II I --- - c - I II i .. I I I F ----- - I ' I II -- .............. I I ................... oil CB STD GRT a I1 I I'. I FND. 1/2 REBAR & YELLOW CAP ----�............................................................I................ " _ RIM=304.08' it _ I 1 a DEA 17663 AT CORNER POSITION..."'-- ------ ---I Z o\ 12" ADS N IE=301.60' ;; II I I� �Z i (FENCE 0.8' NORTH OF FND. --------- z CORNER) z\ \ II I z m� Y II ii = d I i�IltI�i I1I I1I I I II IIiIIt m X\ APPROX:- A IL kIA.,:7NV0BUILDING FOOTPRINT ...'30Pf41 -1 101 1�1 31 00 I a ................2,125± SF L_ II I I I •302..................... '' II Ir II I I 4 �i �x II I II ' A — �ri EX 16 WATER ^f"�� �:, �� y' --- IIIiIII i II1 III I I 333I1IIIii IIIi ., 000•., I, .'' m }I•,.....�I L� B\ LAI 2 ASIA 0- _ 1.11 2 3 EXISTING TREES TO a a o BE REMOVED (TYP)a. Z I' OSSMH w EXISTING TREES TO RIM=302.50' 3Q. I BE REMOVED TYK O O 8" PVC N IE=290.85' W Il I 8" PVC S IE=290.69' ii II Z I o Ili �� II II I 3 g POWER METER TO � �\ w / I o W a BE REMOVED # p = III I 8 \ 1-1 11 I i 3 II = I / 1 EX POWER POLE TO BE # .. EXISTING. - nj —1 v` A �I,T ^ II I I I Q o o - - - - - - - - m ( REMOVED. POWER TO BE BUILDING m li II 3-11a RELOCATED UNDERGROUND Z w III ALONG PROJECT FRONTAGE. 706f SF C.) g 31 i P(OH d ii I I I Q I u al P�UG�Ii � �:,---- ------- — Z�y1P() - W P(UG) , - - - - - - C li II I III o 9 11 llIIii II 1IIIIIII II W Q 331�11iIi ad ,d d a A II e . A. •A ' A id A$ i Z JA o ; L- W \ iC.: „� .,�A 11 11 •Zl•Iv' II =O .. \ W ....... nv)o II I 'JJ I I a .. \\ Ir _ ROAD A _N,. t TRACT A II I - t LANDSCAPE II 6 RESIDENTIAL ACCESS CDt II 3lii FLAG POLE II III IN CONCRETE BASE #1 I BLA 3 I I II I I 3II � I I II II .�• A' a• 'a \ a L _•_ I II .. 1 I A • � n I r\/ A All L)n" EXISTING TREES TO-:;; JA X ^ �^ ;a�_�^53 r 3 11 •• •' 9 p. 9 A Q' \^ A A •d .° n i t"., lJ I I.. ^ EX 62.5 II $ ' e ' A ° A BE REMOVED (TYP �� EXISTING TREES TO R W II C Aa• .. / II I I I 1 = --------- O TR BE SAVED (TYP ) G - 11 7- EX 18" STORM Rip' II 11 I �I d ................ EX 8" SEWER II II I 3II o H AP ��' I II•, II •• „vV :I:I I1 3 II d `- r � YI 11 I I it / .•d. ° p_ ' WM #4 G - 11 TREES........ R5 ' �?'�° I it 11 •I•. ''' II....... ,.:�.: •. ••'••. .............. II II u a ....... ................... \ 11 I 3 ii WM POWER ' G EX 16" WATER U / UTILITY PAINT- - - ENDED HERE WM(X3 9 "' ") W -� � W - . w �. I a ryct°, EXISTING BUILDING ❑ _ --- I SDMH I' I O.H. A _ Z SHED _ RIM=296.90' o a 18" ADS SW IE=289.48' I' a d �� Q 7•.......' 6 5 EXISTING SSCO I II I ? Q3 BUILDING SSCO II I _a 1,258t SF O 0 I // a d I BLA 4 CB STD GIRT SSCO:)I II I // I 1 RIM=296.46' ;, I I� 00 REPLACE EX FIRE HYDRANT. EXISTING O O /❑ F 12" ADS E IE=291.51' SEE DETAIL ON SHEET 25 BUILDING p " r ' / nv ::rlvwl v I vu vv 12 ADS W IE=291.51 _ 1 684f SF I R �II� _ �. ..... EX 18 STORM O j� EX POWER POLE TO BE REMOVED. \ / AV a POWER AND SERVICES TO BE T (u' ode ) P(UG) c) RELOCATED UNDERGROUND ALONG o 1 E II \ I PROJECT FRONTAGE. EX FENCE I I SDMH I, �92 / i; , , � (TYP) b � RIM=296.74' 18" ADS NE IE=288.79' 12" ADS W IE=291.19' SDMH I III ..';� AS-BUILTS TREE RETENTION PLAN RIM=305.32' 32 00 12" ADS E IE=297.10' I 3 ry 18" ADS S IE=297.07' I �. I 1 CB STD GRT OF 12" ADS W IE=301.19' _ _ 1= = _ _ €I RIM=304.96' I II II II II II II II II II II o ;V o I II II II II II II EX a ;�(! t:. .............GONG............. .. . • •' •...CHAINLINK FENCE BOLLARD FENCE/GATE... POST fi( )'= P(�G) G P(f1)--- G P(UG— G P U G T r --- T(uc) PF�)� uF�ic (uu SCO TSSGO' • B P(uG) — ,P(ucz=;' r :,:..;• : A 04 LIJ A 6. Lu c u luG) r{ 1I1EX UNDERGROUND EX UNDERGROUND �d II••-': ": -- TELEPHONE LINE (TYP) POWER LINE (TYP) I I .. I FOUND CHMARK DATUM FOUND " BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT NIN CASE I , BRASS C W TH X" AT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH IT 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 CHAINLINK FENCE CONC. WALL F-F EXISTING BUILDING C )I III I Imo, W A A A A A A -, EXISTING OFFSITE i r11L. L_II I / IVI/ IM_/ I V _�^ I ;. u^ ^ TREE (TYP) Al I v � ,Y., ...lJ- RECORD DRAWINGS AS BUILT RK 5/4/22 BJT s"wE"m' REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT oEs�N RK MAwN, RK CHECKED:.JT REVISION BY DATE APPR APPROV BJT / POWER POLE ON PROPERTY - - LINE xj- 1 I LjF\1C-A IM A IA,I- CK LIVVlI vvlr,lvr, (ll IV I.JJvv-ll ll lV 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10 04 0 10' 20' 40' SCALE: 'I "=20' CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. PROTECTION MEASURES DURING CONSTRUCTION: 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 (6') 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') 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. D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED, UNLESS OTHERWISE APPROVED BY THE CITY. (ORD. 5958, 12-9-2019). 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 (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3-2012). F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") 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 RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AN/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. (ORD. 5676, 12-3-2012; ORD. 5841-6-12-2017). TREE PROTECTION KEYNOTE: PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO WHICH TREES ARE BEING COUNTED AND THOSE WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE REFERENCE THE TREE RETENTION PLAN ON SHEET 31. TREE PROTECTION FENCE* SEE FENCING AND SIGNAGE DETAIL ON SHEET 31 MINIMUM ROOT PROTECTION ZONE. 1 SEE SHEET 31 FOR MORE DETAILS. ❑ SPECIAL KEYNOTE: *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE MINIMUM ROOT PROTECTION ZONE OF ALL RETAINED TREES. ALL DISTANCES FROM THE TREE PROTECTION FENCE AND NECESSARY ROOT PROTECTION RADIUS'S ARE LISTED TREE BY TREE ON SHEET 31. DRIPLINES ARE NOT USED SINCE MAY TREES HAVE SURROUNDING TREE COMPETITION, ARE TIGHTLY SPACED, AND CROWNS ARE NOT SYMMETRIC. A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO INSPECT TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION REPORT FOR MORE DETAIL. TREE NOTES! TOTAL EX ONSITE TREES (MINUS TREES IN R/W) = 13 TREES PROPOSED SAVED TREES (MINUS TREES IN R/W) = 0 TREES VERHCAL: NAVD, HORD:OMAL• NAD I W 199, DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. L0 T O O N T M H H T N a J T N �20100241� s F01STERN SloN L ECG 7/7/202-3 V C O v � .7 AW W : 5 m C � C Lu c N N M < 00 m : < N ) L0 L O Ln a-+ f V N /c�v W U r a) Y �,t R-421230 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � AS—BUILTS TREE RETENTION PLAN VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 Ir Lu 0_00 O ET � N z0 = z DIM: 7/7/2023 m ZJ 0 FIELDBOOK: PAGE: a J LLi DRAWING NO: UE3Fw m ,0: V w 0- 0 cc 0- z �_ V a iv 0 U <n N C / 00 N O O O AS-BUILTS TREE RETENTION DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LOCAiort Tree 4 5 ecies DBH in Condition Risk R2t[na Off -Site Estimated DMan€e from Fence (ft� Proposed Pooled Plan - Satre or Remove Root protection Zone Radius fir-orn tre-e to edge of Construction I;ft) Drip -Line` (TtM Cornments On -Site 1 Douglas -fir 23.8 Very poor: Preylausly topped, New unstable tops with decay at aid cut; Extreme -tiap faIIure f .2mave 15 Hazard tree On -Site 1 Douglas -fir 28.0 Very poor; Previously topped; New unstable tops with decay at old cut; Extreme - top failure Reukr)ue 1$ Hazard tree On•Site 3 Dou Ras -fir 28.0 Very poor; PrevIously tapped; Tops lave a I ready fai lind; Decay in stem severe; Law - taps have already failed Remove 18 Not a quality tree On -Site 4 Shore pine 6,0 Poor; D�EI1ne; Low - small tree sitar Rernow } Nat a lone -term try; On -Site 5 Shore pine 20.0 Poor; Recline; t~'iulti pie lops; Moderate - top failure Remove 10 Not a long-term tree; on -Site Apple 20.0 Very poor: harked by goats; Low - small tree Remove 9 Not a Ior1g-term tree: On -Site 7 Austrian pine 20-2 Poor; Foliage green only an 1-side; In decline; Moderate - stern failure Remove 14 Not a Ian -term tree, t]n-bite a Douglas -Fir 30.5 Poor; Topped previovsly, Multiple tops with decay at oW cut; High - top fa IIure Remove 18 Hazard tree i II • ,;,1 9 DougRas-fir 30.0 Very poor. Topped pr;Lviously+ with multiple taps and severe decay at old cut, Fxtreme - tap faiIUr,� Remove 19 Hazard tree On-5t-e s0 Austrian pine 17-0 Poor; Forks at 6 ft.-, Green only on 1-Silos; Overmature and In decline,- Moderate - top failure Rerr,cve Not a long-term tree; Qn-Site 11 KDUSa -do woad 6,6,4 Poor, C;ank rand devay in stem; 11D1N small Remove 7 Not a quality tree On -Site 12 Flowering cherrty 8,6 Very poor; Canker and stern decay" Laos- small tree Remove 6 Not a quality tree On -Site 13 Flowering diagwoDd 8.11 Fair; Open grown; Laos- small tree Remove S Healthy tree On -Site 14 Flowering plum I C.-.0 Very poor Overman. re v; Ith o11 tGp brp-aka e, resproutin ; Moderate - Upper stem failure; Remove 6 way past Its useful life; Off -Site A Red maple 9.0 Good; Law - small tree I Save 18 3 off -site B Oriental pear 2.0 Poor; Low - small tree Save 1.5 1 Not a healt'hyr tree; Off -site C Japanese maple 11,6,E Fair; Laos- small tree •w 5ave 3-3 12 Off -site n Douglas —fir 20-0 poor; multi -sterna tree; Moderate - stern faI tore ? Save 10 14 Off -Site F Flowed r_Yter '12.0 Poor, LiDw 1 ? Save zs 10 Off -Site F Uou Ias-fir 16.0 Poor; Multi -stern tree; Moderate - sWtn failure L' Save 9.5 15 Defective sterol: Off -Site G Leyland cypress 6 tb 9 11 trees; Fair; Plarded in closely spa[15d row; tavir ? 5D Vti 5 4 Off -Site H European white birch 14,16 Poor; Overm-ature; 2 sterns; Dead tops, 2 sterns; High -top failure Save 10 12 Very short-term tree; Off -Site I Leyland c rem 6.0 Food• Low J Save 5.6 5 Off Site i Mt. Ash 6.0 Fair; Lave Saves 1.3 3 Low quality tree; Off -Site K Crimson King Norwiiy maple 24.0 Good; Low blanch faiWre: Save 115.9 I8 Quality tree; Off -Site L Holly 10,10 Foir• Foliage disease; Low Save 5,2 4 1nyoslve s erles; Off -Site M Vine maple 4 to 8 Good; Many,- sterns; Lover �s Save 7 6 Not impacted; *Drip -line Ymt used by WFCi; We use RPZ-Resat prdtecticlo zone radius scnled forfield; 1 I RECORD DRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT N IN CASE MARK I ,BRASS C WITH XAT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 REVISION Vaughn Plat — Tree Protection Plan Attachment 4.. individual Tree Rating Key for Tree Condition RATING SYMBOL DEFINITION Very Good VG + Balanced crown that is characteristic of the species + Non-nal laterai and terminal branch growth rates for the speeieq and soil type 8 Stein sound, normal bark vigor * No root problems + No insect or disease problems + Lon -term, attractive tree C;uif<I G + Crown lacking symmetry but nearly balanced ► Normal lateral and terminal branch growth rates for the species and soil type + Minor twig dieback O-K- + Stem sound, normal barn vigor " No root problems • No or minor insect or disease problems insignificant ■ Long-term tree Fair F + Crown lacking symmetry due to branch loss • Slow lateral and terminal branch growth rates for the species and soil type + Minor and major twig dieback — starting to decline + Stem partly unsound, slow diameter growth and low bark vigor + Mincu- root problem", + Minor insect or disease problems + Short-term tree 10-10 years RATING SYMBOL DEFINITION Poor P • Major branch loss unsymmetrical crown • Greatly reduced growth • Several structurally impart dead or branch scaffold branches Stem has bark loss and signi licant decay with pour bark vigor • hoot damage • Insect or disease problems — remedy required w Short-term tree I-1 U years Very Poor ' I' ■ Larking adequate live crown for suivival and growth • Severe decline ■ Minor and major twig dieback • Stem unsound, bark sloughing, previous stem or large branch failures, very poor bark vigor • Severe root problems or disease ■ No or minor insect or disease problems Mortality expected within the next few years Dead U 1_ 41 b • Dead Washington Forestry C:onsufraws, lire. Vaughn Plat — Trce Protection Plan Cultural Care Needs: Page 14 ABBRV. ACTiVITY DESCRIPTION cc- Crown Pruning of dead, dying, diseased, damaged, or defective branches over 1/2 inch in Cleaning diameter —includes removal of dead tops CT Crown Pruning of branches described a� ctc]V4'I] cleaning- plus thinning of asp to ?0"i" of the live Thinning branches over 1/z inch diameter. Branch should be 1 /3 to '/z the diameter of the lateral branch. Thinning should he well distributed throughout crown of tree, and should release healthy, long —tern branches. RC Crown Reduction of the crown of a tree by pruning to lateral branches. Cknerally used to Reduction rcmovi� dechnin r branches or to li htcn end weight on long branches. CR Crown Pruning of lower branches to remove deadwoad or to provide ground or building Raising Clearances, RMV Reinovin Remove tree due to decline or hafardotts ccmdition5 that cannot he mitigated by pruning. R5 Remove Remove basal sprouts from stern of tree. Sprouts Rep Replace 'Tree is small — is in decline or dead. Replace with suitable treespecies. HT Hazard Tree Tree is hazardous and cannot be mitigated by pruning. Recommendation is to remove tree. otie NO Work No work necessary at this time. RK 5/4/22 BJT suwmm" RK 7/7/23 BJT DESIGNED' RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROWD: BJT N/A ONE INCH AT FULL SCALE IF NOT ONE INCH STALE ACCORDINGLY VERDCAL• NAVD ION HORIZONTAL: NAD 19W/1991 DATU M Routs MRPZ Dripline J- Critical — r Raot Zone ' One sign pef 50 feet, (minimum of 2 signs) iaFt ANCI'm POSTS SHOULD BE JAINILAUM 6' TALL 'T--@Ali' FENCE POSH 9 FT. MAX NO TRESPASSING - Protected Trees CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. MRPZ—MINIMUM ROOT PROTECTION ZONE E6 Ft. Temporary I Chain Link Fence NO TRESSPASSING PROTECTED TREES f f o fY use a' EWrRE CLI "ta' TO SECURE FENCE 9070M Ln ANLH R POSTS W!U @E iNS7ALum ARM- M A DEPTH OF NO Luis TWAH 1/3 OF THE TOTAL HEZGNT CF PM. G ft. Temporary Chain Link Fence THE TRU FROTECT70N FENCE S of L BE MAINTA111&O THROvumajr TW CONSTFIVCnDN ANO GRAOM, fNO HOT TO SE REIAOWD UNTIL FINAL LANnSCAPING IS Id PROGRESS- AT NO TDA€ SHALL EWFUENT rNtER TNTa] THE ROOT PRMC710N ZONE (r )- ALL eRU9i CLExNua KTHR1 M RP; SHOULD aE ca krED BY NAND TO PREVENT DIMMANcE OF NAnW C aMC cavvcs NO cum CFI Fus, VTurr TRENCMKG, MMFICATIONs To DRAINAGE. oR CONoam RM wATER SHOULD WAUT ise RPZ. Ho wP4Es, 5km oR OTNER Dzvi= SHOULD 9E JkrtACx1ED TO PROTE= TRa5 OURING CWS-MUCr[ON. tF 1UPACn MUST OCCUR WITHIN THE RPZ_ CONTACT WW[ PRIOR TD THE OPERATIONS M XrEF INE THE PROPM PROCMURE TD PROTECT THE TREYS HEALTH, TREE PROTECTION FENCING AND SIGNAGE DETAIL NTS CALL BEFORE YOU DIG: 1-800-424-5555 . k CITY OF %e RENTON Planning/Building/Public Works Dept. �20100241� �� ,P F0/STERN s/DNA L ECG 7/7/202-3 V V C d 7 4-J M D M � M 000N is N N Q 110 t-- L0 t-n 4- �N+ CO Y V R-421231 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS TREE RETENTION DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O T O O T N T W U M H H H H W 0— 00 OM T � N z0 = z DATE 7/7/2023 m 0 FlELDB001C PAGE. J Uj ORM ING NO: U m SHEET: 31 OF: 4 T I I w I— rr W n O rr n Z (I V Q Cn F— w m 0 a� 0 U to d' Lfj N N / IT c J W LE — u I 01 I va I I I 3 a . I 3 III I O W.- I (U W liol N F p(UG) I I a �,I IL N G G G G G G w G G G G G PROF ER 360UNDA p(O P off ( (Ox)�m 0 3 — X X P(OH) P - �( �� I — 0 a \ H G � I i b a I CONDITION OF APPROVAL #6: STREET TREES ALONG ABERDEEN AVE. LOCATED IN R/W, TYP. TREE RETENTION PLAN OF ANDING(VAUGHN TRUSTPROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PROPERTY BOUNDARY I I I ___•_ I TREE M ____ ------- I EX. OFFSITE TREE TO BE PRESERVED / 0' ROOT PROTECTION ZONE RADIUS TREE L EX. OFFSITE TREE TO BE PRESERVED 0' ROOT PROTECTION ZONE RADIUS �I 1/ I I TREE K I EX. OFFSITE TREE TO BE PRESERVED G10' ROOT PROTECTION ZONE RADIUS L_—JI I� I I� I, I� TREE PROTECTION FENCING, TYP. TREE J l� EX. ONSITE TREE TO BE SAVED 0' ROOT PROTECTION ZONE RADIUS LL TREE I EX. ONSITE TREE TO BE SAVED 2' ROOT PROTECTION ZONE RADIUS TREE E EX. OFFSITE TREE TO BE PRESERVED 0' ROOT PROTECTION ZONE RADIUS TREE G (11 TREES) EX. ONSITE TREES TO BE SAVED 2' ROOT PROTECTION ZONE RADIUS TREE PROTECTION FENCING, TYP. ,7 /_J TREE F EX. ONSITE TREE TO BE SAVED 8' ROOT PROTECTION ZONE RADIUS TREE E EX. OFFSITE TREE TO BE PRESERVED 0' ROOT PROTECTION ZONE RADIUS TREE D EX. ONSITE TREE TO BE SAVED 10' ROOT PROTECTION ZONE RADIUS TREE PROTECTION FENCING, TYP. - x — _ — — _ — — _ 3 .....,,::..:.,...o a ' TREE A ' .;....t:.-_,,.....:.:.. TREE C EX, OFFSITE TREE TO I .:' I EX. OFFSITE TREE TO BE PRESERVED BE PRESERVED I I 0' ROOT PROTECTION ZONE RADIUS I 2' ROOT PROTECTION ZONE RADIUS DATUM HORIZONTAL DATUM: VERTICAL DATUM NAD '83/'91 NAVD '88 :1��QiIM,rT\M►4 FOUND PUNCHMARK IN 2" BRASS DOME IN MONUMENT IN CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) N: 186463.16, E: 1304865.21 FOUND PUNCHMARK IN 2" BRASS DISC IN 2 MONUMENT IN CASE WITH "X" AT NE 16TH ST. 0.6' BELOW GRADE OBSERVED ) (NAD 83/11) NO. N: 187664.64, E: 1304879.99 PER CITY COMMENTS PER CITY COMMENTS REVISION SURVEYED: DESIGNED: TCR TCR 5/17/22 JMV DRAWN: TCR TCR 3/14/22 JMV CHECKED: JMV BY DATE APPR APPROVED: JMV SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N I 10 Pq 0 10' 20' 40' SCALE: 1 "=20' PLANT SCHEDULE LEGEND EVERGREEN TREE TO REMAIN l�V ROOT PROTECTION ZONE G DECIDUOUS TREE TO REMAIN o� TREE PROTECTION FENCING ROOT BARRIER, SEE DETAILS RB EVERGREEN TREES BOTANICAL / COMMON NAME CONT. SIZE WATER USE QTY PINUS NIGRA'OREGON GREEN' / OREGON GREEN PINE B & B 6' MIN. HT. LOW 8 NURSERY GROWN, UNCUT LEADER. STAKE AND GUY ONE GROWING SEASON. THUJA PLICATA / WESTERN RED CEDAR B & B 6' MIN. HT. LOW 8 NURSERY GROWN, UNCUT LEADER. STAKE AND GUY ONE GROWING SEASON. REPLACEMENT TREES BOTANICAL / COMMON NAME CONT. SIZE WATER USE QTY CORNUS KOUSA CHINENSIS 'RUTPINK' / SCARLET FIRE KOUSA DOGWOOD B & B 2" CAL MEDIUM 2 NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON. STREET TREES BOTANICAL / COMMON NAME CONT. SIZE WATER USE QTY ° ACER TRUNCATUM X PLATANOI DES 'WARREN RED' TM / PACIFIC SUNSET MAPLE B & B 2" CAL LOW 16 NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON. Print Form Reset Form Save Form DEPARTMENT OF COMMUNITY CITY OF — AND ECONOMIC DEVELOPMENT Renton TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 14 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerouS2 13 trees Trees in proposed public streets trees Trees in proposed private access easements/tracts trees Trees in critical area S3 and buffers trees Total number of excluded trees: 13 trees 3. Subtract line 2 from line 1: t trees 4. Next, to determine the number of trees that must be retained 4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 0 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain°: D trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 0 trees 7. Multiply line 6 by 12" for number of required replacement inches: 4 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) 2 inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) 2 trees ' Measured at 4.5' above grade. Z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. " Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch IT') caliper or an evergreen at least six feet IS') tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/2015 NOTE: TREE NAMES, ROOT PROTECTION ZONE RADII AND RETENTION INFORMATION ARE BASED ON THE TREE PROTECTION PLAN PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC. DATED 3/19/2021 CALL BEFORE YOU DIG: 1-800-424-5555 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C I T Y OF RENTON DATUM Plonning/Building/Public Works Dept. �.% E V 4_J M .� � vi c � W C: N N M r— M 0 (3) Q4 NW P >Q Ln 4-r N /M W 0 U � r Q, Y N -,t LO T O T CU A, U T T N J T N IN COMPLIANCE WITH CITY OF RENTON STANDARDS � VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE Kirkland, WA 98033 rr LU OM �T_ � CV Z00 DATE: ` 5/17/22 �r m FIELDBOOK: O PAGE: DRAWING NO: W SHEET:T� OF: 4 U I m I N X a� 0 U N In N N N O N M 0 CD J Ib N c Iv c c 00 N 0 O O I - u 0.1 I I I I I I cl 3 O I I �• V ({ 1 ?' ' I I l� SII T O i =JT UGG v W L W I W T Q PR PE I III P�UG� W (U '►` BOUND�RI°i —G—G`V J—c—c—c—c—c— (uc) F W I a l l X w G— C— G G— G— G— ' ' w PROPOSED F P(OH) f0i SEE CIVIL C Mc Mc Mc Mc C Mc Mc c Mc �— G /,/,; --- ---- --- Mc M, LANDSCAPE PLAN OF • A I A • -•' • • • • A �, � Iu11111T1 TI TI ®®�®J®® --------- - v '� j, i .. • - - : • 1 , � � � � ��IITIITIIT►'ITI24' � • — �� IIT►""ITIRI,r�� :: ;I •II •I I (1 � I �1 ' •'Ia1:l ► III 7 ' • 1- 1- • . .1 � � i e • 1 1cl Dom ��■�■■III/��r7�� W — ►-�- —� — . '11?:u�'� � j,�' �� ��r STREET TEE LOCATED BEHIND)EWALK DUE TO CONFL T WITH INTERSECT A .�i 302 �3 10' W. STREET FRONTAGE LANDSCAPING BUFFER 0 ROAD A PUBLICII ROAD W yy�=o..W to J 10' W. STREET FRONTAGE LANDSCAPING, BYJFFER 3 8 I I ate. I 7 ° -0181 29b Leg ............. _ 6 E hill ` m ` STREET TREE SPACING Rh C ADJUSTED TO ACCOMODA E Pm C STREET LIGHT, UTILITIES 3 S W V A' . 10' W. STREET FRONTAGE oW d - 'I LANDSCAPING BUFFER P(UC I P(uG) 10 �....., _.. �. �• O O VO l �I VO VO O O O VC 31 `o 'd 4 p(U(, P( G) G p 0 T(UG TUG j(.�1G1 —e°a O O PR Il BOUNf RY uci ( ) P(u — c Paul — G P1 I+/ �_ �t<�YE� — T T(UG) PQ9) pI �) (UG)' — P(UG) 1 P U (UG) r(uc) rNc) vl PiU,5) prN�) Zg2 (C) x T(UC) NOy � T(uo T(uG) �..T �(Uc) � pT(UG) 13 W W IN ^ I a .14 3 0 _ a I ....... I .. .a DATUM HORIZONTAL DATUM: VERTICAL DATUM NAD '83/'91 NAVD '88 64 N F'F77-7 SHRUBS AND GROUNDCOVER BETWEEN RETAINING WALLS PER RMC 4.4.040(C)2 K PLANT SCHEDULE 4 300 I f 1 � 1 0 � x x R 5 292 U EVERGREEN TREES BOTANICAL / COMMON NAME CONT. SIZE PINUS NIGRA 'OREGON GREEN' / OREGON GREEN PINE B & B 6' MIN. HT NURSERY GROWN, UNCUT LEADER. STAKE AND GUY ONE GROWING SEASON. • THUJA PLICATA / WESTERN RED CEDAR B & B 6' MIN. HT NURSERY GROWN, UNCUT LEADER. STAKE AND GUY ONE GROWING SEASON. REPLACEMENT TREES BOTANICAL / COMMON NAME CONT. SIZE CORNUS KOUSA CHINENSIS 'RUTPINK' / SCARLET FIRE KOUSA DOGWOOD B & B 2" CAL NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON. STREET TREES BOTANICAL / COMMON NAME CONT. SIZE ACER TRUNCATUM X PLATANOI DES 'WARREN RED' TM / PACIFIC SUNSET MAPLE B & B 2" CAL NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON. SHRUBS BOTANICAL / COMMON NAME CONT. WATER USE EO EUONYMUS ALATUS 'COMPACTUS' / COMPACT BURNING BUSH 2 GAL. DROUGHT TOLERANT ® MAHONIA AQUIFOLIUM / OREGON GRAPE 2 GAL. DROUGHT TOLERANT Mm MAHONIA X MEDIA 'ARTHUR MENZIES' / ARTHUR MENZIES MAHONIA 2 GAL. DROUGHT TOLERANT MC MYRICA CALIFORNICA / PACIFIC WAX MYRTLE 2 GAL. DROUGHT TOLERANT FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. ® NANDINA DOMESTICA 'COMPACTA' / DWARF HEAVENLY BAMBOO 2 GAL. DROUGHT TOLERANT © PINUS MUGO 'PUMILIO' / MUGO PINE 2 GAL. DROUGHT TOLERANT Rh RHODODENDRON X'ANAH KRUSCHKE' /ANAH KRUSCHKE RHODODENDRON 2 GAL. MEDIUM OVACCINIUM OVATUM / EVERGREEN HUCKLEBERRY 2 GAL. MEDIUM OVIBURNUM DAVIDII / DAVID VIBURNUM 2 GAL. DROUGHT TOLERANT FERNS AND GRASSES BOTANICAL / COMMON NAME CONT. WATER USE v � Pm / T i GROUND COVERS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / FEATHER REED GRASS MISCANTHUS SINENSIS 'YAKU JIMA' / YAKU JIMA EULALIA GRASS POLYSTICHUM MUNITUM / WESTERN SWORD FERN BOTANICAL / COMMON NAME 2 GAL. DROUGHT TOLERANT 2 GAL. DROUGHT TOLERANT 2 GAL. DROUGHT TOLERANT CONT. WATER USE ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS' / KINNIKINNICK 1 GAL. DROUGHT TOLERANT FRAGARIA CHILOENSIS / BEACH STRAWBERRY 1 GAL. LOW x RUBUS CALYCINOIDES EMERALD CARPET' / CREEPING RASPBERRY 1 GAL. DROUGHT TOLERANT P O • + • TURFGRASS LAWN, SOD OR HYDROSEED ' COUNTRY GREEN PREMIUM SOD MIXTURE OAE, 5-6 LBS. PER 1,000 SF x N LEGEND EVERGREEN TREE TO REMAIN `v I 0 10' 20' 40' DECIDUOUS TREE TO REMAIN SCALE: 1 "-20' RB ROOT BARRIER, SEE DETAILS APPROVAL OF THIS LANDSCAPE PLAN APPLIES TO LANDSCAPING IN THE RIGHT OF WAY. INDIVIDUAL CALL BEFORE YOU DIG: LOT LANDSCAPING WILL BE EVALUATED AT THE TIME OF INDIVIDUAL SINGLE FAMILY HOME BUILDING PERMIT REVIEW. A MINIMUM TREE DENSITY OF 2 TREES PER EVERY 5,000 SQUARE FEET OF LOT AREA 1-800-424-5555 WILL NEED TO BE DEMONSTRATED ON EACH LOT. VERTo: 1991 HORIZONTAL: NAD 11983/1 • o CITY I T IY O oEsIcNE TCR 1. "R REN TON TCR 5/17/22 JMV TCR TCR 3/14/22 JMV CHECKED: JMV ONE INCH AT FULL SCALE DAT U M Planning/Building/Public Works Dept. BY DATE APPR IF NOT ONE INCH SCALE ACCORDINGLY APPROl JMV PROPOSED KEYSTONE RETAINING WALL, TY SEE CIVIL BENCHMARK FOUND PUNCHMARK IN 2" BRASS FOUND PUNCHMARK IN 2" BRASS DISC IN 2 PER CITY COMMENTS DOME IN MONUMENT IN CASE WITH MONUMENT IN CASE WITH "X" AT 1 PER CITY COMMENTS "X" 0.65' BELOW GRADE OBSERVED NE 16TH ST. 0.6' BELOW GRADE OBSERVED (NAD 83/11) (NAD 83/11) NO. REVISION N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 WATER USE LOW LOW MEDIUM WATER USE LOW QTY 8 8 QTY Ili QTY 16 QTY 8 84 6 25 73 5 27 30 63 QTY 33 24 47 SPACING QTY 30" o.c. 368 30" o.c. 118 30" o.[i. 196 4,320 SF L1 J T O O T CU A, u M H N a J N ®& VAl( N C.) G h. 774 E 1= C u vi = ar � +-J m . c0 Lul C � N N M � 000)N m Q u) j Ln +S N m O IN N N m V �Y�t IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Ar o' BGillia 05/25/2022=`� W DO OMB � N Z O% DATE: ` 5/17/22 �r m FIELDBOOK: D O VAUGHN PROPERTY PAGE: DRAWING N0: MAINVUE WA, LLC > I11 121 3RD AVENUE U SHEET Kirkland WA 98033 L-2 : 4 W T Nt 61:1- 0 w rr W 0- 0 0— z V Q I I I I X cn w m 0 n W E 0 0 +s a J I 1') N c c c 00 rq N CD O CD N LJ M z n J LANDSCAPE PLANTING NOTES AND MATERIALS FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 60-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 60-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 60 DAYS FOLLOWING STORE OPENING. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. SUBMITTALS: SUBMIT THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK: A) DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED. B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS. C) TREE STAKING AND GUYING MATERIALS. D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH. E) PLANTING SCHEDULE INCLUDING DATES AND TIMES. F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR. MATERIALS PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. D) LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. E) DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN COMPLETED AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX (6) HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO AN ACCREDITED SOIL TESTING LABORATORY FOR TESTING. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. TOPSOIL PRODUCTS TO BE AMENDED AS NECESSARY. DATUM HORIZONTAL DATUM NAD '83/'91 LANDSCAPE NOTES OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON E) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -5 INCHES IN SOD OR SEED LAWN AREAS AND -8 INCHES IN LANDSCAPE AREAS, OR AS INDICATED ON THE PLANS. THIS ACCOMMODATES 4 INCHES OF IMPORTED TOPSOIL IN LAWN AREAS AND 6 INCHES OF IMPORTED TOPSOIL AND 2 INCHES OF MULCH IN LANDSCAPE AREAS. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB-GRADEPRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. F) TOPSOIL PLACEMENT: 6. PROVIDE A TOTAL FINISH COURSE OF 6 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 4 INCHES IN LAWN AREAS. 7. IN ALL LANDSCAPE AREAS, PLACE 6 INCHES (4 INCHES IN LAWN AREAS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 9 INCHES OF SUB -GRADE (5 INCHES IN LAWN AREAS) FOR A TOTAL DEPTH OF 15 INCHES IN LANDSCAPE AREAS (9 INCHES IN LAWN AREAS). 8. PLACE MINIMUM ONE TEN-GALLON CONTAINER OF IMPORTED TOPSOIL FOR TREES LOCATED OUTSIDE OF LANDSCAPE AREAS WHERE 4" OR 6" TOPSOIL DEPTHS ARE INSTALLED. 9. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. ORGANIC MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -QUARTER (1/4"), HEMLOCK/FIR BARK. FINE TEXTURED AND DARK BROWN IN COLOR. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: CONTAMINANTS: VERIFY THAT ALL SOIL CONTAMINANTS (E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETE/ASPHALT SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS. DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FINISH GRADES: FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2-INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. CLEANUP AND PROTECTION: DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. PLANTING MAINTENANCE: PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. BENCHMARK FOUND PUNCHMARK IN 2" BRASS FOUND PUNCHMARK IN 2" BRASS DISC IN 2 PER CITY COMMENTS TCR 5/17/22 JMV DOME IN MONUMENT IN CASE WITH MONUMENT IN CASE WITH 'Y' AT "X" 0.65' BELOW GRADE OBSERVED NE 16TH ST. 0.6' BELOW GRADE OBSERVED 1 PER CITY COMMENTS TCR 3/14/22 JMV VERTICAL DATUM: (NAD 83/11) (NAD 83/11) N0. REVISION BY DATE APPR NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 SURVEYED: DESIGNED: TCR DRAWN: TCR CHECKED: JMV APPROVED: JMV SCALE: Linear Application of DeepRoot Tree Root Barriers at Time of Installing Concrete Sidewalks and Curbs TYPICAL SECTION OF CURB AND GUTTER WITH DEEPROOT TREE ROOT BARRIER INSET INTO CONCRETE. BARRIER INSTALLED IN ATRENCH IN SUBGRADE WHICH IS THEN COMPACTED. BARRIER IS SET SOTHATTOP EDGE WILL BE 2" (5CM) BELOW FINISH GRADE OF CURB, AND SET FLUSH WITH EDGE OF CURB. BARRIER RIBS FACE TOWARD TREE ROOTS. INSTALLATION SEQUENCE 1. Prepare base and subgrade 2. Trench to appropriate depth for installation of root barrier so that top of barrier is 2" (5cm) below finish grade of top of curb. 3. Place root barrier in trench, vertical ribs must face toward tree roots. 4. Backfill and compact to requirements. 5. Place form material against barrier (It may be nailed from the outside of the form) Concrete Top of root barrier 2" (5cm) below finish grade of curb Compacted crushed base J'—Subgrade compaction Typical DeepRoot UB 24-2, optional use of UB 18-2 TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK INSTALLATION SEQUENCE: WITH DEEPROOTTREE ROOT BARRIER INSET INTO CONCRETE 1. Prepare base and subgrade 2. Trench to appropriate depth for BARRIER INSTALLED IN ATRENCH IN SUBGRADE installation of root barrier so that WHICH IS THEN COMPACTED. BARRIER IS SET top of barrier is 2" (5cm) below SO THATTOP EDGE WILL BE 2" (5CM) ABOVE finish grade of top of sidewalk (or COMPACTED BASE (or halfway between base halfway between top of compacted base and finish grade of SW). BARRIER RIBS and finish grade of SW) FACE TOWARD TREE ROOTS. 3. Place root barrier in trench, vertical 11A11 Concrete ribs must face toward tree roots. 4. Backfill and compact to requirements. 5. Place form material against barrier A4j\ (It may be nailed from the outside ° of the form) Subgrade compaction Typical DeepRoot UB 24-2, optional use of UB 18-2 Top of root barrier 2' (5cm) below finish grade of curb Base �E Subgrade 5/8" (1 N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY UB 18-2 or LB 12-2 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Compacted crushed base. IMPORTANT NOTE: Tree location must align with "as -built" center of barrier. Typical DeepRoot UB 24-2.Optional use of UB 18-2. Minimum 6 panels or 12 linear feet (3.66m). CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Plonning/Building/Public Works Dept. L W M 3 m V E O V C 40 U) 3 4--1 M : t O ^) a— W C j M < cc) N 61 N N >Q LO L� > j Ln + N N Ln IN COMPLIANCE WITH CITY OF RENTON STANDARDS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE Kirkland, WA 98033 DATE: 5/17/22 FIELDBOOK: PAGE: SHEET L_3GF: 4 O LO T O O T N T U W, LJ QD T C) C) O T N Q J .4w H rr Uj 10 OM � N z0 z DO Q� W U m N T It It A W W n 0 Z Q > ai U U n N J I Ib N / Iv 00 N 0 0 0 PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" .e FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE CORNER POST CAP (TYP.) TENSION BANDS TENSION BAR 3-112" DIA. TERMINAL POST (GALVANIZED STEEL PIPE) 10'-0" MAX. 10'-0" MAX. RAIL END ASSEMBLY TREE PRO. FIN& GRAC NOTE: FENCING TO I RAILS AND LI WITH # 9 GA. AT 12". BRACE ALL CORNERS & TERMINAL POSTS WITH 1-314" DIAMETER GALVANIZED STEEL PIPE & APPROPRIATE FASTENERS. LANDSCAPE DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON III (2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO 1 /2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER z MULCH LAYER to REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, — OR COMPACTED SOIL. ,r z NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE TREE PRESERVATION NOTES PROTECTION MEASURES DURING CONSTRUCTION: 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 (6) 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 everyone 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) 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. d. Impervious Surfaces Prohibited within the Drip Line: The applicant may not install impervious surface material within the area defined by the drip line of any tree to be retained, unless otherwise approved by the City. (Ord. 5958, 12-9-2019) 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: (i) the area defined by the drip line of the tree, or (ii) an area around the tree equal to one and one-half feet (1-1/2) in diameter for each one inch (1') of tree caliper. A larger tree protection zone based on tree size, species, soil, or other conditions may be required. (Ord. 5676, 12-3-2012) f. Mulch Layer Required: A11 areas within the required fencing shall be covered completely and evenly with a minimum of three inches (3) 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 retain 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. TREE PROTECTION DETAIL (CITY OF RENTON) OR APPROVED EQUAL FENCE CONSTRUCTION NOT TO SCALE DATUM HORIZONTAL DATUM: NAD '83/'91 BENCHMARK FOUND PUNCHMARK IN 2" BRASS FOUND PUNCHMARK IN 2" BRASS DISC IN 2 DOME IN MONUMENT IN CASE WITH MONUMENT IN CASE WITH "X" AT "X" 0.65' BELOW GRADE OBSERVED NE 16TH ST. 0.6' BELOW GRADE OBSERVED 1 VERTICAL DATUM: (NAD 83/11) (NAD 83/11) N0. NAVD '88 N: 186463.16, E: 1304865.21 IN: 187664.64, E: 1304879.99 PER CITY COMMENTS PER CITY COMMENTS REVISION SHRUB — PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT HOLD MULCH FROM STEM MULCH LAYER 4" SAUCER FOR WATERING BACKFILL TO BE A MIX OF TOPSOIL, FERTILIZER, AND PEAT MOSS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1 /3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE 3x THE ROOTBALL DIAMETER NOTE: APPLY ADDITIONAL 4 OZ. 8-32-1 6 FERTILIZER INTO TOP 2" OF PLANTING MIX. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. CUT AND REMOVE BURLAP FROM ROOT BALL SHRUB PLANTING DETAIL NOT TO SCALE 2" MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH 1 " MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE — � PREPARED PLANTING BED NOTE: � REMOVE CONTAINER & WORK ROOTS , FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING LESS THAN 1 GAL 1 GAL CONTAINER and LARGER ( PLANTED BEFORE MULCH) ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK - PLANT MATERIAL SPACING DETAIL NOT TO SCALE SURVEYED: DESIGNED: TCR TCR 5/17/22 JMV TCR TCR 3/14/22 JMV CHECKED: JMV BY DATE APPR —ROvEJMv SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM FINISH GRADE AT — 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL - DRAWINGS (WALK SIMILAR) 1" MAX. MULCH LAYER TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR i 4" d SIDEWALK LAWN CONDMON MULCH CONDITION (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE MULCH AT CURB DETAIL NOT TO SCALE SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF PRI RENTON Planning/Building/Public Works Dept. MULCH LAYER 1 " MAX. TOP OF CURB TO TOP OF MULCH CURB O L � 4-1 .� W C: O :30OONNN N Q LO= <\ > j L L ^ 4-7 N �c/v� W O V � r N IN COMPLIANCE WITH CITY OF RENTON STANDARDS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE Kirkland. WA 98033 O L0 T O O T N T M H H H H W OIT M �Ir- N z00 DATE: ` 5/17/22 FIELDBOOK: PAGE: D 0 DRAWING NO: > w SHEETL_,C:4 U m GENERAL A. Work shall consist of furnishing and construction of a Keystone Compac Block Retaining Wall System (or equivalent) in accordance with these specifications and in reasonably close conformity with the lines, grades, and dimensions shown on the plans. B. Work includes preparing foundation soil, furnishing and installing leveling pads, drainage fill, and backfill to the lines and grades shown on the construction drawings. C. Work includes furnishing and installing geogrid soil reinforcement of the type, size, location, and lengths designated on the construction drawings. D. Reference: Barghausen Consulting Engineers, Inc., Detailed Grading Plan & Site Cross Sections, revised March 2022 SUBMITTALS A. Contractor shall submit a stamped design with calculations prior to start of work for approval by the engineer. B. Contractor shall submit certifications with each delivery or shipment of block and geogrid QUALITY ASSURANCE A. Owner shall provide soil testing and quality assurance inspection during earthwork and wall construction operations. Owner's quality assurance program does not relieve the contractor of responsibility for wall performance. DELIVERY, STORAGE AND HANDLING A. Contractor shall check all materials upon delivery to ensure that the proper type, grade, color, and certification has been received. B. Contractor shall protect all materials from damage due to jobsite conditions and in accordance with manufacturer's recommendations. Damaged materials shall not be incorporated into the work. PRODUCTS DEFINITIONS A. Modular Unit- a concrete retaining wall element, machine -made from Portland Cement, water, and aggregates. B. Structural Geogrid- a structural element formed by a regular network of integrally connected tensile elements with apertures of sufficient size to allow for interlocking with surrounding soil, rock, or earth, designed to function primarily as reinforcement. C. Drainage Fill: drainage aggregate which is placed within and immediately behind the modular concrete units. D. Reinforced Backfill: compacted soil which is placed within the reinforced soil volume as outlined on the plans. MODULAR CONCRETE RETAINING WALL UNITS A. Modular Concrete Units shall conform to the following architectural requirements: Face Color: concrete gray Face Finish- tri-plane face configuration Bond Configuration- running with bonds nominally located at midpoint vertically adjacent units, in both straight and curved alignments. B. Modular concrete materials shall conform to the requirements of ASTM C1372 (Standard Specifications for Segmental Retaining Wall Units). C. Modular concrete units shall conform to the following structural and geometric requirements: Compressive Strength- 4000 psi minimum Absorption- 8% maximum (6% in northwestern states) for standard weight aggregates Dimensional Tolerances- ±1/8" from nominal unit dimensions not including rough split face-, ±1/16" unit height for the top and bottom planes Unit Size- 100 lb/unit minimum for standard weight aggregates Inter -unit Shear Strength- 1500 plf minimum at 2 psi normal pressure Geogrid/Unit Peak Connection Strength: 1000 plf minimum at 2 psi normal force D. Modular concrete units shall conform to the following constructability requirements - Alignment and Grid Positioning Mechanism- fiberglass pins, two per unit minimum Horizontal Spacing between Erected Units: 1/2-inch maximum SHEAR CONNECTORS A. Shear connectors shall be 1/2-inch-diameter, thermoset isopthalic polyester, resin-pultruded, fiberglass reinforcement rods or equivalent to provide connection between vertically and horizontally adjacent units. Strength of shear connectors between vertical adjacent units shall be applicable over a design temperature of 10 degrees F to ±100 degrees F. B. Shear connectors shall be capable of holding the geogrid in the proper design position during grid pre -tensioning and backfilling. BASE LEVELING PAD MATERIAL A. Material shall consist of a compacted crushed rock base or non -reinforced concrete at the option of the contractor. DRAINAGE FILL A. Drainage Fill shall consist of 1-inch "clean" crushed rock meeting the following gradation tested in accordance with ASTM D422: Sieve Size Percent Passina 1 inch 100 3/4 inch 75 - 100 No.4 0-10 No. 50 0-5 B. Drainage Fill shall be placed within cores of, between, and behind units a minimum distance of 12 inches as shown on the plans. REINFORCED BACKFILL A. Reinforced Backfill shall be free of debris and generally meet the following gradation tested in accordance with ASTM D422. Use of backfill that does not conform to this specification must be approved by the Geotechnical Engineer. Sieve Size Percent Passina 1 1/4 inch 75 - 100 3/4 inch 75 - 100 No. 40 0 - 60 No. 200 0 - 10 B. The maximum aggregate size shall be limited to 1-1/2 inches, unless field tests have been performed to evaluate potential strength reductions to the geogrid design due to damage during construction. C. Unsuitable soils for backfill (high plasticity clays or organic soils) shall not be used in the backfill or in the reinforced soil mass. D. Contractor shall submit reinforced fill sample and laboratory test results to the Geotechnical Engineer for approval prior to the use of any reinforced fill material. GEOGRID SOIL REINFORCEMENT A. Geosynthetic reinforcement shall consist of geogrids manufactured specifically for soil reinforcement applications and shall be manufactured from high -tenacity polyester yarn or high -density polyethylene. Polyester geogrid shall be knitted from high -tenacity polyester filament yarn with a molecular weight exceeding 25,000 meg/m and a carboxyl end group value less than 30. Polyester geogrid shall be coated with an impregnated PVC coating that resists peeling, cracking, and stripping. B. The geogrid manufacturer shall have a manufacturing quality control program that includes QC testing by an independent laboratory. The QC testing shall include: -Tensile Strength Testing -Melt Flow Index (HDPE) -Molecular Weight (Polyester) DRAINAGE PIPE A. If required, the drainage pipe shall be perforated pipe manufactured in accordance with ASTM D3034. EXECUTION EXCAVATION A. Contractor shall excavate to the lines and grades shown on the construction drawings. The Geotechnical Engineer shall observe the excavation and provide approval prior to placement of either leveling material or fill soils. The foundation area shall be proofrolled as recommended by the Geotechnical Engineer. BASE LEVELING PAD A. Leveling Pad material shall be placed to the lines and grades shown on the construction drawings, to a minimum thickness of 4 inches and extended laterally a minimum of 6 inches in front of, and behind, the modular wall unit. B. Soil leveling pad material shall be compacted until firm and unyielding, as confirmed by the Geotechnical Engineer at the time of construction. C. Leveling Pad shall be prepared to ensure full contact to the base surface of the concrete units. ■J,IQ1111wa:iaZlkil►6'1r_1W_AIII IQZ A. First course of units shall be placed on the leveling pad at the appropriate line and grade. Alignment and level shall be checked in all directions to ensure that all units are in full contact with the base and properly seated. B. Place the front units side -by -side. Layout of corners and curves shall be in accordance with the recommendations of the manufacturer. C. Install shear connectors to achieve wall batter per approved plans. D. Maximum stacked vertical height of wall units, prior to unit drainage fill and backfill placement and compaction, shall not exceed three courses. E. Place and compact drainage fill behind the wall units concurrently with placement and compaction of reinforced backfill. STRUCTURAL GEOGRID INSTALLATION A. Geogrid shall be oriented with the highest strength axis perpendicular to the wall alignment. B. Geogrid reinforcement shall be placed at the strengths, lengths, and elevations shown on the plans and/or details. C. The geogrid shall be laid horizontally on compacted backfill and attached to the modular wall units, after which the next course of modular concrete units shall be placed over the geogrid. The geogrid shall be pulled taut during backfill placement. D. Geogrid reinforcements shall be continuous throughout their embedment lengths and placed side -by -side to provide 100% coverage at each level. Spliced connections between shorter pieces of geogrid, or gaps between adjacent pieces of geogrid, are not permitted. REINFORCED BACKFILL PLACEMENT A. Reinforced backfill shall be placed, spread, and compacted in such a manner that minimizes the development of slack in the geogrid and/or damage. B. Reinforced backfill shall be placed and compacted in lifts not to exceed 12 inches. Lift thickness shall be decreased, if necessary, to achieve the required density. C. Reinforced backfill shall be compacted to a minimum of 95% of the maximum dry density as determined by ASTM D1557. The moisture content of the backfill material prior to and during compaction shall be at (or slightly above) the optimum moisture content. D. Only lightweight, hand -operated equipment shall be allowed within 3 feet from the tail of the modular concrete unit. Consolidation of this zone shall be accomplished with two passes of a lightweight plate compactor. No density tests shall be taken in this zone. E. Tracked construction equipment shall not be operated directly upon the geogrid reinforcement. A minimum fill thickness of 6 inches is required prior to operation of tracked vehicles over the geogrid. Tracked vehicle turning should be kept to a minimum to prevent tracks from displacing the fill and damaging the geogrid. F. Rubber -tired equipment may pass over geogrid reinforcement at speeds less than 5 mph. Sudden braking and sharp turning shall be avoided. G. At the end of each day of operation, the contractor shall slope the last lift of reinforced backfill away from the wall units to direct runoff away from the wall face. The contractor shall not allow surface runoff from adjacent areas to enter the wall construction site. CAP INSTALLATION A. Cap units shall be glued to underlying units with polyurenthane adhesive. AS -BUILT CONSTRUCTION TOLERANCES A. Vertical Alignment: ±1.5 inches over any 10-foot distance B. Wall Batter: within 2 degrees of design batter C. Horizontal Alignment: ±1.5 inches over any 10-foot distance Corners, Bends, Curves: ±1 foot to theoretical location D. Horizontal Gap between Erected Units: 1/2-inch maximum E. Installation Location: with 2 inches of staked base location FIELD QUALITY CONTROL A. The wall footings shall be observed by the Geotechnical Engineer on a full-time basis. Testing of the compacted backfill shall be performed by the owner at least once every two lifts of backfill placement and compaction. B. At a minimum, quality assurance should include foundation soil inspection, soil and backfill testing, verification of design parameters, and observation of construction for general compliance with design drawings and specifications. HT Keystone Compac Modular Unit (Typ.) Level Toe Slope NOTE: Wall Toe Backfill must be placed' during or immediately after wall construction. CONSTRUCTION NOTES: 1. Place geogrid on level backfill and extend over fiberglass pins. 2. Place next Keystone block unit. 3. Pull geogrid taut and place backfill. 4. Stake as required. GEOGRID & PIN CONNECTION DETAIL Not - To - Scale Fence — (By Others) 18" o °: o °:o o _:° o o. a ova $„ :e °o ° ° 4, oe' a'�' :p ° -° ° °°.; FRONT VIEW o o :'0000 0:°:0 -Cso o: o 18" TOP VIEW KEYSTONE COMPAC MODULAR UNIT DETAIL 5' (Min.) Footing Setback Level Top Slope 12" (Min.) t •.0 'o �.'o ° 0.0.. o. o. o. Keystone Compac- •0.0'0• Modular Unit (Typ.) 0°• ° '•�o�� ; 0. Drainage Fill o .°•0• °.o.0p: N '°.°° o •o o. Geogrid Layer 4 Upper Tier o� Hu = 5.33' (Max.) 12 ° .�0:0°'..0� ' a ° ' O• Retained °,0. •°• p 0­0° Soil • ab ° •0�0•0 Geogrid Reinforcement • 0.70 ..OP. Miragrid 5XT 2' (Typ.) —_ •O.'0 °•0'0•� L= Hu °,0..o ' Tier Offset between Wall Faces = 6' (Min.) ° •Qo�o . P.O.- oo�' o. •0 Geogrid Layer 3 ° 12" (Min.) 12" Min.. I_AP •0. 0 ° �. P ..0: o' Reinforced III °op Soil 0,p. O O, . •o 0vo °.o 0. �o •��0•�� •'o 4" Perforated Drainpipe 0• .0•�00. .; $� � r! ! it •o,o o.•O•.oQ� (On -Grade) 0 0, o, o.o • ,O�' r .�{f .o Surround with Clean Rock . °' . ', Drainage Fill o, 1 'Po•••°•.o�� •0 Geogrid Layer 2 Lower Tier � 0 .- .-� ... q. Off' HL = 5.33' 12 .P °: p° • P.o oo Retained (Max.) O. °��• •0.0P. '°.SOII •�°.°•o. . o ' ao;°'0•0•oo Geogrid Reinforcement :°�• •o°. op_ 2' T Miragrid 5XT o op• _ '°•••0•� L=HT+2' o•°o:III . 0j. : ,0. . n: .0. ° . • o.° o• .. .00 12 Min. W. 00. ff' Geogrid Layer 1 ..�. '�.��.�...•r.�t.#:#:#.r.#�rAIVAIV .4o,0p: _ ° • �'0 Reinforced :°" .o o o ,o,�Q• Soil ,0. •o OAP Drainage Blanket a '09 oP.(As Necessary per o'o9..0.4"O0'0P0.Q.0'o,f • '•'0'09' '0'09•o'oP•o•a•'o•op• •o•op••o•op• •o•ap••o•op ••o•ap ••o•ap ••o•ap •o•aP 9' � • • •O. o. o* o. o. . o.o. O. o.00.o.00.•o, o •o.•o •0 •0•o o.o o.o o. o. o.00.o.00.•o.00.•o. oo.o.o.o. o.o.o. Geotechnical Engineer) r •o •o ) o• •0 o •o. .0P•o.00•oO.0•.oO .oO .oO .0 o• o O .aoO .oO•.aO•..oO•..oO.00O,O O 4" Perforated Drainpipe III=1 (On -Grade) =1 �_�=1 I•I Surround with Clean Rock 4" - 6" Leveling Pad NOTE: Geotechnical Engineer shall evaluate the need for Supplementary Drainage behind the Reinforcement Zone during Construction. TWO-TIER FILL WALL CONDITION (WALLS 2 & 3) NOT - TO - SCALE Not - To - Scale GENERALNOTES A. B. C. D. E. F. G. H. Rockery construction shall be preformed in accordance with the Associated Rockery Contractor Guidelines. Rockery construction is a craft. The skill and experience of the builder will largely dictate the success of the construction. A rockery is a protective system with respect to weathering and erosion processes on an exposed soil face. Slopes above and in front of rockeries shall be level. Minimum thickness of filter drain rock shall be 12 inches, as specified. Rockeries should be installed under periodic or full-time observation by the Geotechnical Engineer, as appropriate. The dimension of the rocks should extend back towards the cut or fill face to provide maximum stability. Rocks should be placed to avoid continuous joint planes in vertical or lateral directions. Each rock should bear on two or more rocks below it, with good flat -to -flat contact. I. The Geotechnical Engineer shall observe cuts for the rockery. Additional flattening of cuts may be recommended by the Geotechnical Engineer depending on the soil and groundwater conditions observed. Where Native Cuts do not expose competent Native Soils, additional excavation, as well as addition of reinforcement and Compacted Structural Fill, may be necessary. J K Reference: Barghausen Consulting Engineers, Inc., Detailed Grading Plan & Site Cross Sections, dated Decemeber 2021 The following design assumptions were used: o Internal angle of friction for reinforced soil = 32 degrees • Unit weight of reinforced soil = 125 pcf • Maximum exposed rockery height = 5 feet o Batter of rockery = 1 H : 6V • Surcharges = 8H psf Seismic Surcharge (per 2018 IBC) Size Approximate Weight (Ib.) Approximate Diameter (in.) 1 Man 50-200 12-18 2 Man 200-700 18-28 3 Man 700-2,000 28-36 4 Man 2,000-4,000 36-48 5 Man 4,000-6,000 48-54 6 Man 6,000-8,000 54-60 NOTES 1. Wall alignment and heights to be established by Contractor / Surveyor. 2. Geotechnical Engineer to confirm Keyway stability, support characteristics, and overall global stability prior to construction. I The Typical Temporary Excavation Guidelines shown on this sheet cannot be used without confirmation of soil conditions by the Geotechnical Engineer, at the time of construction. ;l Wood or Chain Link :; Fence (As Required) NOTE: Fence Support Posts located in close proximity to back of Rockery shall be entirely embedded in Filter Drain Rock (Quarry Spalls). >C Guardrail Supports shall be evaluated separately. o°° o(D o ° ° o° ° ° ° ° ° Q ° ° C6 ° 0 0 Oo 1 , ° o oo °0 ° ° °°o ° Upper One -Third o 2 Man Rock 6 — ° ° F o o 0 °oo 00 1 o O ° \ ° 0o U o o / � 0 0� o o � o 0.6 Rockery Height , - ° ° off° 0 ° ° H = 6' (Max.) ` °0 00°0 0 0° 0 1 0 o O ° 00 0 0 o Middle One -Third °Oo o ° o° 00 0 \ 3 Man Rock ° °oo ° Q°0 ° i ° o o o 00 ° o0o ° o o 0 0 o 0 o. �' 00 0o8 0 o ° Q o oo oo.0 � o 0 o ° 0° 0 o o °oo o 0 Q° ° ° ° p°oo 0 o o Lower One -Third ^ ° \ �° 3&4Man Rock -- --� o�� 0° °oo oo° � � 12" (Min.) 600°°�0 ° o0 �o ° o o °a o \ \ \- 0 �& o o - o o o. NOTE: Rockery Toe Backfil Al must be placed during or immediately �° after Wall Construction. Level Top Slope 12" of 2" to 4" Filter Drain Rock (Extend along entire height of Rockery) Competent Cut (Geotechnical Engineer to Confirm) 4" Perforated Drainpipe (On -Grade) Dense Subgrade Surround with Clean Rock (Geotechnical Engineer to Confirm) NATIVE CUT ROCKERY DETAIL (WALL 1) NOT - TO - SCALE Approximate Existing Grade Veathered Jative Soil no TYPICAL TEMPORARY EXCAVATION GUIDELINES (SEE NOTE 3) 0Eel IMI[SMYN_14; 0 z n J J rn N cn 0 CL / 0 U / •L LJ J L i 0 I ry O O Cn r-� N N G.i / Z H g' i 17 z GENERAL NOTES AS-BUILTS ILLUMINATION PLAN Z 1. ALL WORK SHALL BE IN ACCORDANCE WITH RENTON STANDARD SPECIFICATIONS, z RENTON STANDARD PLANS, AND THE CONTRACT, UNLESS OTHERWISE NOTED. A OF z COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. z VAUGHN TRUST PROPERTY z 2. A COPY OF THE APPROVED PLAN SHALL BE ON SITE DURING CONSTRUCTION. Q A PORTION OF SECTION 05 TOWNSHIP 23 N. RANGE 05 E. W.M. Q 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST I Q BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. N CITY OF RENTON, KING COUNTY, WASHINGTON 4. THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR 10 40 PRIOR TO COMMENCING LIGHTING WORK. NOT ALL EXISTING FEATURES AND SERVICE CABINET BREAKER SCHEDULE* SERVICE & VOLTAGE LOAD (WATTS) MAIN BREAKER BRANCH BREAKER CONTACTOR SIZE CIRCUITS SIZE (AMPS) SIZE (AMPS) (AMPS) SERVICE 120 / 240 706 200 N/A N/A A - ILLUM. ROAD A 240 280 N/A 20 30 B - ILLUM. ABERDEEN 240 426 N/A 20 30 UTILITIES MAY BE SHOWN. 0 20 60 *ALL BUSS WORK SHALL BE RATED FOR 250 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY c AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED I 1 �o UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR 3 REPLACING DAMAGED EQUIPMENT TO THE SATISFACTION OF THE AFFECTED I I ' \N UTILITY AGENCY. 6. THE LOCATIONS OF PROPOSED CONDUITS AND JUNCTION BOXES SHOWN IN THESE PLANS ARE GRAPHICAL REPRESENTATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS WITH THE ENGINEER PRIOR TO 3 INSTALLATION. 7 'I - III I �I w7. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS OF ALL PROPOSED FOUNDATIONS WITH THE ENGINEER PRIOR TO EXCAVATION. 3 3II rr 8. PROPOSED JUNCTION BOXES LOCATED WITHIN SIDEWALKS AND CURB RAMPS o I` n5 SHALL BE EQUIPPED WITH SLIP -RESISTANT LIDS. ------ a i •, •; II Q. . z AW )I� 9. TYPE 1 AND TYPE 2 BOXES SHALL BE INSTALLED PER WSDOT STANDARD PLAN D 10. THE CONTRACTOR SHALL LABEL ALL CONDUCTORS FOR STREET LIGHTS WITHIN 3 Q EACH JUNCTION BOX. II L MINAIRE POLE SCHEDULE LUMINAIRE RENTON STATION POLE MOUNTING ARM ERVICE/CIRCUIT STATION LATITUDE LONGITUDE WATTAGE COMMENTS POLE NO. POLE NO.* REFERENCE OFFSET HEIGHT LENGTH NO. ❑i 5428A70 ROAD A 10+51.0 19.5FT LT N47.5051212 W122.1907474 14.OFT N/A 70W SRV. 1, CIRC. A PEDESTRIAN LUMINAIRE �2 5429A70 ROAD A 1 1 +20.2 18.OFT RT N47.5050199 W122.1904715 14.OFT N/A 70W SRV. 1, CIRC. A PEDESTRIAN LUMINAIRE �3 543OA70 ROAD A 1 1 +80.7 18.OFT LT N47.5051 198 W122.1902266 14.OFT N/A 70W SRV. 1 , CIRC. A PEDESTRIAN LUMINAIRE ❑4 5431 A70 < ROAD A 12+43.3 18.OFT RT N47.5050227 W122.1899737 14.OFT N/A 70W SRV. 1, CIRC. A PEDESTRIAN LUMINAIRE 5432C105 (STREET) 35.OFT 4FT 105W ARTERIAL LUMINAIRE 54331337 (PED) ABERDEEN AVE NE 28+74.9 19.5FT RT N47.5047318 W122.1908713 SRV. 1, CIRC. B 16.51FT 2FT 37W PEDESTRIAN LUMINAIRE 5434C105 (STREET) 35.OFT 4FT 105W ARTERIAL LUMINAIRE ❑6 5435B37 (PED) ABERDEEN AVE NE 29+65.6 20.4FT RT N47.5049714 W122.1908737 SRV. 1, CIRC. B 16.5FT 2FT 37W PEDESTRIAN LUMINAIRE 5436C105 (STREET) 35.OFT 4FT 105WJ ARTERIAL LUMINAIRE 5437B37 (PED) ABERDEEN AVE NE 30+96.0 19.50FT RT N47.5053305 W122.1908826 SRV. 1, CIRC. B 16.5FT 2FT 37W PEDESTRIAN LUMINAIRE 11. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO I _� 6 1 *CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL, (425-430-7423) FOR POLE NUMBERS TO BE INCLUDED ON POLES. CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR I 2 SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR ;; W �•� 1 7 1 PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE I I 1 5 7 OF WORK IDENTIFIED ON THIS PLAN. AS THE FIRST ORDER OF BUSINESS, THE 3II _ ° `'. ` .�- 3 CONTRACTOR SHALL POTHOLE EACH LOCATION TO CONFIRM THAT THERE ARE I �I , ---P(U> NO CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR iP ' ' „ aG> P�G� W ;, '. i ° �' 0�.'�,. LEGEND SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED d ; BETWEEN OVERHEAD POWER LINES AND THE PROPOSED STREETLIGHT POLES 3 o a IW W ' ° '.° ' 'dmfl C'7 T O O T N a J PRIOR TO CONSTRUCTION. ADDITIONAL CLEARANCE MAY BE REQUIRED AS I I W W 4 d ° d ° d / O DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER ;� W W W W d° W W VFW W W ° d• d °tr ° aDESCRIPTION EXISTING PROPOSED IMMEDIATELY IF A CONFLICT IS DISCOVERED. W W O• O• W O W W W W W cw W O W W W W W W W J• d ° W W W O• Yc II 3 I II d I av ° W W W •L W W W W W W W Q° Q tr d, RIGHT-OF-WAY W W If i a N 12. LUMINAIRE WIRING SHALL BE PER THIS PLAN AND CITY OF RENTON STANDARD W PLAN 119. I W W CONDUIT SCR AID 13. STREET LIGHT POLES SHALL BE NUMBERED PER CITY OF RENTON STANDARD 304)v,CD I i� a o O ROAD I o CONSTRUCTION NOTE ® , s ��O - /� ti �� PLAN 121. COORDINATE WITH THE CITY OF RENTON FOR NUMBERING. I I LUMINAIRE POLE NOTE r p I II 3II ,y W W W 14. FUSING AND/OR SPLICING OF LUMINAIRE WIRING SHALL BE PER CITY OF 4 W a W W W W W W d' ° d WQ W W W W W W W W W W ° ° r WIRE NOTE # 4WD �0 52038 �G�sTER��Gti�k W W W W RENTON STANDARD PLAN J013. 6 II i x W W W d :° d' W W W W Q W O W W W 4 n^ W �.'Y W W O J• O• d and W ° W W W W .Y Oy S �,3 SIGNAL W a, A d W W W W W LUMINAIRE AND POLE® ��h0 15. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON I W WIW W ada• ° d + ° d ° 4' '' PEDESTRIAN LUMINAIRE AND POLE I LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I.E. II W IW W W JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). I W d W :;�? ,� `'1 - TYPE 1 JUNCTION BOX m LLJ W �¢ , W W 2 TYPE 2 JUNCTION BOX 0 16. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON 3 Wi W 0 7 2 LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. a W <CT 5 SERVICE CABINET COO C? 00 W _ 6 5 LO > III 3II 2 1 4 1 w00 17 ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT 1 Ln Ln CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION QI I I 11 I I , � ' 5 5 1 /I• BOXES SHALL HAVE NON-SKID LIDS). u oW 7 z i If 3;; Wo W 18. LUMINAIRE FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. LW I CONSTRUCTION NOTE INSTALL CYCLONE PRESTIGE 70W FIXTURE(Z40-65W42LED4K-G2-AC-RLE3-240-SFZ4-FN 1-BKTX) ON 19. ALL ILLUMINATION SYSTEM ARE SUBJECT TO INSPECTION BY CITY OF RENTON 14FT POLE PER CITY OF RENTON STANDARD PLAN 116.1. TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL LL) ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER m 3 �? * W 0 O . 5 O COORDINATE WITH PUGET SOUND ENERGY (PSE) FOR CONNECTION TO ELECTRICAL SERVICE.Al TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. Q I 21 a "� �\ O INSTALL CYCLONE DOMIA CY55P1A 105W - 3II O (DMS55-029-108W48LED4K-G3-LE3F-UNV-DMG-BC-005-PH8-RCD7-BKTX) AT 35FT MOUNTING 20. LUMINAIRE CONCRETE PAD AND JUNCTION BOX CONCRETE PAD SHALL BE PER W HEIGHT WITH 4FT MAST ARM AND CYCLONE DOMIA MINI SY21 P1 37W THIS PLAN AND CITY OF RENTON STANDARD PLAN 120. 8 I =W • (DOS-032-35W32LED4K-T-LE3F-UNV-BC-005-PH9/RCD7-BKTX) AT 16.51FT MOUNTING HEIGHT WITH I 2 I 3II � !, 5 2FT MAST ARM ON POLE PER CITY OF RENTON STANDARD PLANS 117.1 AND 1 17.1 B. SEE GENERAL 21. SERVICE CABINET SHALL BE PER CITY OF RENTON STANDARD PLANS 122.1 0* O ' NOTE 23. AND 122.2. SERVICE CABINET FOUNDATION SHALL BE PER CITY OF RENTON I ,� 6 3 STANDARD PLANS 126.1 AND 126.2.( P(uG) 1' W 5 4 INSTALL CYCLONE DOMIA CY55P1A 105W WIRING SCHEDULE # NO. RACEWAY CONDUIT SIZE* CONDUCTOR COMMENTS 1 2" SCH40 2-#8 CIRC. A 2 2" SCH80 2-#8 CIRC. A 3 2" SCH40 4-#8 CIRC. B 4 2" SCH80 6-#8 CIRC. A AND B 2" SCH80 SPARE 5 2" SCH 40 6-#8 CIRC. A AND B Lu Qw m z 0 U z O N Lu It ~ o v'� 0 Ujrn oi zo a Q Lu z z Z_ w V� Q W = Q� ~ %. _ zz r M ry P(OH) �/-II-��-II-(DMS55-029-108W48LED4K-G3-LE3F-UNV-DMG-BC-005-PH8-RCD7-BKTX) AT 35FT MOUNTING04 22. CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC HEIGHT WITH 4FT MAST ARM AND CYCLONE DOMIA MINI SY21 P1 37W *ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE EQUAL IN SIZE TO CUTSHALL (425) 430-7423 FOR STREET LIGHTING INSPECTION PRIOR TO 3'I W ���..�I. • 1 1 (DOS-032-35W32LED4K-T-LE3F-UNV-BC-005-PH9/RCD7-BKTX) AT 16.51FT MOUNTING HEIGHT WITH THE LARGEST CONDUCTOR (MINIMUM N0. 8) UNLESS OTHERWISE NOTED. ENERGIZING. I I'�,��� ; J _ J 2FT MAST ARM ON POLE PER CITY OF RENTON STANDARD PLANS 1 17.1 AND 1 17.1 B. SEE GENERAL 7 3I �' W ' ---- -- ` E IN COMPLIANCE WITH CITY OF RENTON STANDARDS 23. THE CONTRACTOR SHALL SUBMIT, FOR REVIEW BY THE ENGINEER, DESIGNS FOR I _ W� , / ' �I O INSTALL TYPE 1 JUNCTION BOX. THE LUMINAIRE POLE FOUNDATIONS THAT BEAR THE SEAL AND SIGNATURE OF A I G ; _ P(G G - T�(�e VALID LICENSED WASHINGTON STATE PROFESSIONAL ENGINEER. THE CONTRACTOR 3I N P(uc Pc6G) G P(�c �� c _T I W oa T(uG3 P(uj G P(uG 6 INSTALL TYPE 2 JUNCTION BOX. SHALL BE RESPONSIBLE FOR ANY STRUCTURAL AND/OR GEOTECHNICAL II z_ ANALYSIS THAT MAY BE NEEDED TO DETERMINE THE NECESSARY FOUNDATION I 3I ��..,, _______T(U) T(UG) T� F 3� PING3)� T(u DEPTHS FOR THE ARTERIAL STREET DECORATIVE LUMINAIRE POLES AND THE I I. ".:.:"`; ; a ii-�����___!j( GZ_�I(vq(w TWO � O7 INSTALL LUMINAIRE CONCRETE PAD AND JUNCTION BOX CONCRETE PAD. NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE POLES, IN ACCORDANCE WITH 314 :: `. ` ' �� - �' .. _- CALL BEFORE YOU DIGS CITY OF RENTON STANDARD PLANS 117.1 AND 116.1. A GEOTECHNICAL :.W�� I a ® INSTALL SERVICE CABINET AND FOUNDATION AT STATION 28+74.3, OFFSET 22.1 FT RT, MEASURED TO N ENGINEER SHALL BE PRESENT AT THE TIME OF BORING OF THE FOUNDATION ir,':`;'' ;. , II a CENTER OF FOUNDATION. 1-800-424-5555 TO VERIFY SOIL CONDITIONS. ;: `::;`''.,,;.:,; z 0 SURVEYED: SCALE: DATE: _ Z BENCHMARK VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 C T Y 0 F A S BUILTS ILLUMINATION N PLAN 7/ 12/2023 � 00 DESIGNED: 1 I N = 2O FT FIELDBOOK: MRW R EN TON Q FOUND PUNCHMARK IN 2" BRASS FOUND PUNCHMARK IN 2" BRASS DISC IN DRAWN: VAUGHN PROPERTY PAGE: Os DRAWING NO: DOME IN MONUMENT IN CASE WITH MONUMENT IN CASE WITH "X" AT ONE INCH DATUM MAINVUE WA, LLC > W DATUM 'Y' 0.65' BELOW GRADE OBSERVED NE 16TH ST. 0.6' BELOW GRADE OBSERVED RECORD DRAWINGS MRW 7/12/23 CAC CHECKED:ONE AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH HORIZONTAL DATUM: VERTICAL DATUM: (NAD 83/1 1) (NAD 83/1 1)�APPROVED:SCALE ACCORDINGLY 1110 112TH AVE N E, SUITE 202 U NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 NO. REVISION BY DATE APPR CAC BELLEVUE, WA 98004 SHE OF oF:40 m Z Z Z Z Z Z Q Q I— rr U/"�J LL 0 n Z �2 V Z g In I J J I 0 I rn r2 N / in t N / N Z ,q �' r, 17 TAPER DIVIDER ENDS TO MATCH INSIDE - TAPER OF BOX ff O 5/16' (IN) x 1' (IN) $. S COUPLIN P a J - (TYP.) 114 qP 10 GAGE GALVANIZED w DIVIDER PLATE STEEL __- - SIDE VIEW ELEW10M VIEW (FOR TYPE-7JUNCTION BOX ONLY) a A LID SUPPORT (TYF'.) - - - r~- (SEE NOTE�3} C I AS—BUILTS ILLUMINATION DETAILS OF VAUGHN TRUST PROPERTY A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip -resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the e of surface treatment see Contract Documents for details and the year of manufacture. type ( ) Y The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3116" (in) minimum thick steel C, L, or T shape, welded to the frame. 4. A 114-20 INC x 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuts shall be liberally coated with anti -seize compound. 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. GROUNDSTUD f (TYP.} °MnND PATTERN 3!g" (IN) STEEL COVER 7. The System Identification letters shall be 1/6" (in) line thickness formed with a mild steel weld bead. See (SEE N TL-4) ' 116 .1 1r2 - (EE OTE 2) LIP PLATE (YR) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, COUPLIN�1G NUT I, FOR ALTERNAfiN - SEE T2--I LID LIFTING N. IA" (IN) x 4' IN ++ I- A s HEADED AN SHEAR STUD _ M' k x 3" IN 10 COUNT STUDS EVENLY (PLACE TO SIDE OF LI SPACED AROUND BOLT DOWNSUPPORT A- NGLE WHEN USING LOCK- C BOX INTERIOR LENGTH 71 5/16' (IN) x 1 1)2" (IN) S. S. SETSCREW (TYP,) JUNCTION BOX DIMENSION TABLE >t ITEM BOX TYPE TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22, 33" B OUTSIDE WIDTH OF JUNCTION Bart 17" 22 10 C INSIDE LENGTH OF JUNCTION BOX 18" - IW 21" - 28' D INSIDE WIDTH OF JUNCTION BOX 13,- 14" 17" -18" E ILIDLENGTH 17 51B" 211 5/8" F ILIDWICITH 12 SW IS US" CAPACITY -CONDUIT DIAMETER e" 1 12" 1PPORT ((YP.} see Standard Specification 9-29.2(4). wELvwRE 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with FA�RIC (TYP.) 1/� _ fasteners, in each Type 2 Junction Box where specified. -- 9 When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified. I - 10. See the Standard Specifications for alternative reinforcement and class of concrete. e 11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to _ the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides amethod f retrofitting by using a mechanical process in lieu of a - welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of I assembly will vary among manufacturers. See approved manufacturers' shop drawings or specifics. Y ry 9 PP P 9 P ING DETAIL ALTE NATIVE-_ - 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and 2 s orE i1, r r - - - _EAOEDANCHOR `f Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved ( ) C_SHEARSTUD (TYP,) 11q, shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved 1 3/8" (IN) DIAM..H�LE WIH _ `� B D - I (SEE NOTE 11) \ shoulders shall be Heavy -Duty. 1!2 -13 x 1 1l218T 1NLE S W LDEO WIRE HOOP (TYP.) STEEL PENTA HEAD BOLT 1 114' GAP (TYP.) - 4" (SEE NOTE P.) WF WIRE 71ED7 14- Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) FOR HOOK RELEASE p,) -- max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments BOLT PLATEN- SEE DETAIL - �'..' - - SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the LOCKING LID STANDARD SECTION � limits shall be from 6" (in) min. to 10" (In) max. See Standard Specification 8.20.3(6). (�ryP-) 31116 314 DUTY4UNCTION BOX -- 3116 - l --- PERSPECTIVE VIEW --(CONDUITS NOT SHOWN) TOP 4 : -X- - '. �� GROUND STUD (SEE NOTE 4) , ®SEJ, SURFOACE OR j r OVER LIP PPLATE � Equipment Grounding STEEL B `� COUPLING NUT FOR ALTERNATIVE 2 - �� FINISHED L _� ROUNDING STUD 1 112r MIN.. G _ Conductor SEE DETAIL "E ALTERNATIVE 2 OQ WAS/11, GRADE. ` 1 -( EEiJOTE 4) OP OF PAVED 1,1 1/2 MIN. '�� yr 3B" (IN) S7ELL I NI(r SURFACE Q Copper SOlderless 3/e" (IN) STEEL a �..F LID SUPPORT (TYP.) - f `COVER PLATE TOP OF BA i3116_ L SHAPE SHOWN SF Crimp Connector COVER LIP PLATE I -- - ----(TYP.) i (SEE NOTE 3) LID H K' Q3 Equipment Bonding I .o x — COURSE 3/8" (IN) x 3" (IN) HEADED ANCHOR w J i) I : _ _ ' - w - i Jumper ($ee Note 6) I •- SHEAR STUD (TYP-) ��, .9 39820 �,,0 �V 1 i 'il w- - L _-------- --- - 4 See Contract for candult WELDED WIRE J'g qG 4 wjo size arid -number I FABRIC (TYP.) 10 AL = b w b •: [ (WWF) 4x4-W2.9xW2.9 --d P #I Z 006' LID lee ' - 4 I Im _ HOOK - SEE ram` -NOTE 7 1 f J It-- w _-_ I-:0 LU 1 {SEE NOTE 8} `" MIN w w yam- __ MAX. - m.- - CRUSHED SURFACING (BASE ',� LL w COURSE OR TOP COURSE) -PER ! STANDARD SPECIFICATION-0A.8(3) •,� _ tO, z 5 O Oa N = F N PVC - CCWDUIT 4>GRSCONDUIT - O ti ------`------ -- -- --- SECTION AO - CUTTING RINGS FUSE KIT EPDXY FILL WYE SPLICE SPLICE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RIONTON a ,p- sTANDARn PIUAs Mir DATE: 04/04 ............. ___ nwr NAAAF• .Inv; cP PArF•.In11 DATUM HORIZONTAL DATUM: VERTICAL DATUM: NAD '83/'91 NAVD '88 T Z - - 6 GAGE 0 SEE NOTE 1 WELDED WIRE HOOP Nnile Y, Ted y�•'YT' Apr 25 2016.9:32 AM i-2'� MIN � c (TYP) W2.9 (6 GAGE) LOCKING LID STANDARD (SEE NOTE 10) DUTY JUNCTION BOX TYPES 1 & 2 r, STANDARD PLAN J-40.10-04 --_ oU SHEET 1 OF 2 SHEETS - - APPROVED FOR PUBLICATION - C"r ._, Acff eQ3,(iCsfiOl, Apr 28 2016 3:12 PM SECTION O STATE DESIGN ENGINEER Washington state Deportment ar Twnspertatien (CONDUITS NOT SHOWN) I fP;A rP u i 10 ry Y4z`ii' t` WAA LI' wamagawnw 34 ffim I. a e M,IN ( -€1;_7LPs 'UIyII&G } fG 31! i_ g 1 s I) ,a a 0611 *:_N )V� " _ d PEDESTRIAN L4JMIINAlE'IXI UFtE At4iP POLE PET" _ mum ) FOUND PUNCHMARK IN 2" BRASS DOME IN MONUMENT IN CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) N: 186463.16, E: 1304865.21 112 - 13 x 1 112 S. S. PENTA HEAD LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) 114" LID LIFTING NOTCH 2112".: BOLT AND 1/2" (IN) S. S. FLAT WASHER ? _ 3/16„ - LID SUPPORT- L SHAPE SHOWN 1 318" (IN) DIAM. HOLE 3l8" (IN) STEEL COVER PLATE - 3/6" (IN) STEEL 3/8" (IN) STEEL (SEE NOTE 3) 3/18'I-: 2" (IN) x 1/4" (IN) - 3 O SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE - COVER PLATE STEEL SPACER _ - a' a BOLT PLATE CHANNEL - - _ O y SEE DETAIL _ - 3/8" (IN) STEEL � U OLT B (TYP.) 112 - 13 x 1 112 S. S. PENTA HEAD COVER LIP PLATE ( ) =I 3n8 1P 1 - t� 5/8" (IN) x (TYP.)3/16 1 1/2 118 ( TYP.) 1" IN BOLT PLATE CHANNEL - ap HORIZONTAL 0 1/8 ° SEE DETAIL SLOT 2" (IN) x 1/4" (IN) - 3 GAGE LID SUPPORT - o LID HOOK - 1" (IN) x STEEL SPACER L SHAPE SHOWN 3/16 1" (IN) x 3116" (IN) ANGLE 3/16 1 1/2 _ A SLOTTED STEEL CHANNEL o _ (SEE NOTE 3) a �.< 3 (SEE NOTE 6) _ 5/8" (IN) x 1" (IN) (TYP 1 3/16 a / HORIZONTAL SLOT 3116 ., HEX COUPLING NUT V�yyF -WELDED o LID SUPPORT - L SHAPE SHOWN WWF -TIED IN 2 PLACES �_ _ _ - LID BOLT DOWN TO LIP PLATE o (SEE NOTE 3) TO EACH HEADED 1 5/8" (IN) SLOTTED S. S. ATTACHMENT TAB - d ANCHOR SHEAR STUD - 3/16 3116 CHANNEL WITH S. S. �'�� SEE DETAIL WELDED WIRE A _ CHANNEL NUT AND SPRING HOOP (TYP.) WWF 4x4-W2.9xW2.9 (TYP.) C HEX COUPLING NUT (6 GAGE) (SEE NOTE 10) 1 S. S. 5116-NC x 7/8" (IN) WITH DETAIL OF W2.9 (6 GAGE) `-- S. S. 5/16-NC x 3/4" IN BOLT (SEE NOTE 10) SECTION OC 3/8" (IN) x 3" (IN) HEADED L LID BOLT DOWN ATTACHMENT & 3 EACH S. S. 5/16" (IN) ALTERNATIVE 1 SHOWN ( ) PERSPECTIVE VIEW ANCHOR SHEAR STUD - TAB - SEE DETAIL FLAT WASHERS WELDED TO LIP PLATE LID SUPPORT - 1/4" LID LIFTING NOTCH DETAIL E ALTERNATIVE L SHAPE SHOWN ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 3) 3f1 fi r - 1/2 -13 x 1 1/2 S. S. PENTA HEAD _ 3116 SEE NOTE 12 - ( ) 3/8" (IN) STEEL 1/2 - 13 x 1 112 S. S. PENTA BOLT AND 1l2" (IN) S. S. FLAT WASHER - - - -- COVERLIP PLATE -- ( ) HEAD BOLT AND 1/2" IN 9V16" IN S. S. FLAT WASHER 1 318" (IN) DIAM. HOLE -2', ,.•�, - ( ) e, 2" •� _ - I - LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) DIAM - - ' BOLT PLATE CHANNEL - MOLE SEE DETAIL 318" (IN) STEEL COVER PLATE - v v ,,-} 1/8 - PLATE CHANNEL - _ 1 SHOWN CUT AWAY FOR CLARITY m I I I I ' Art - BOLT, n r I SEE DETAIL 3/16 1 1l2 _ _ ` - - - _ - V (IN) _ 3/16 1 112 _ 7116" (IN) VERTICAL WWF -TIED IN 2 'I d 3 (SEE NOTE 6)) 3/1g `° 3/4" (IN){-_ _ SLOT PLACES TO HEADED - LID SUPPORT - L SHAPE SLOT - ' 4 I ANCHOR SHEAR STUD - SHOWN (SEE NOTE 3) 9116" (IN) _ WWF 4x4-W2.9xW2.9 { EXPOSE LID BOLT DOWN �' DIAM. HOLE (TYP.) (6 GAGE) a BOLT DOWN SUPPORT ANGLE TO ATTACH (SEE NOTE 10) ATTACHMENT TAB - -- ALTERNATIVE 2 LID BOLT DOWN 2" (IN) x 3" (IN) x HEX COUPLING NUT ANGLE ATTACHMENT TAB 112" (IN) S. S. HEX NUT - 1/4" (IN) ANGLE 'a 318" (IN) x 3" (IN) � S. S. 5/16-NC x 7/8" (IN) WITH SEE DETAIL 3 1/2" � ( HEADED ANCHOR S. S. 5/16-NC x 3/4" (IN) BOLT &THREE �� ` LID BOLT DOWN SUPPORT 7/16" (IN) x 3/4" (IN) SLOT SHEAR STUD - EACH S. S. 5/16" (IN) FLAT WASHERS ANGLE - 2" (IN) x 2" (IN) x BOLT PLATE CHANNEL WELDED TO 1/4" (IN) ANGLE ( ) S. S. HEX NUT LIP PLATE LID BOLT DOWN SUPPORT ANGLE - 1!2" IN 1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE DETAIL OF ALTERNATIVE 2 SHOWN 1/B (IYP.) 4� J 0SEp� DETAIL OE PERSPECTIVE VIEW ® OF WAS/1/ ALTERNATIVE 2 SHOWN 112 -13 x 1 1/2 S. S. PENTA ALTERNATIVE 2 HEAD BOLT AND 1/2^ (IN) S. S. LID BOLT DOWN ATTACHMENT TAB FLAT WASHER (SEE NOTE 12) 3/16" 1 1/8" (IN) x 2" (IN) 112 - 13 x 1 1/2 S. S. PENTA HEAD BOLT W13" (IN) STEEL 1 1/8ON) u112 (IN) VERTICAL SLOT AND 1/2" (IN) S. S. FLAT WASHER COVER LIP PLATE VERTICAL SLOT O 39920 O W (T,P) 3/6" (IN) STEEL COVER 1!8" (IN) x 314' (IN) 3116 PLATE -SHOWN CUT a STEEL ANGLE 1/4" (IN) STEEL PLATE AWAY FOR CLARITY ML o" 3116 (TYP.) � v 'A" (IN) PLATE Bader,'fad ----- - STEEL - - --- - Apr AM 1/8" (IN) x 314" (IN) _ `t � p 3n6 11/2 �• STEEL ANGLE `- LID SUPPORT- 4" 33/4" 118 LOCKING LID STANDARD WWF-TIEDIN2 --• - �d a LSHAPESHOWN v m BOX PLACES TO HEADED J d 3l16 1/6" (IN) x 314" (IN) a (SEE NOTE 3) M �� �, DUTY "I JUNCTION 2 B ANCHORSHEARSTUD _ 4 _ ANGLE (TYP.) ___-- J� va" IN) STEEL PLATE STANDARD PLAN J-40.10-04 WWF 4x4-W2.9xW2.9 q .^ o� 1/4" (IN) S. S. PLATE 314" (IN) 1. / SHEET 2 OF 2 SHEETS (TYP.) (6 GAGE) LID SUPPORT - L SHAPE SHOWN RADIUS 1B SEE NOTE 3 (SEE NOTE 10) ( ) 1/8' (IN) x 314" (IN) STEEL � APPROVED FOR PUBLICATION ANGLE - RIGHT ANGLE 1/2" (IN) S. S. 1/8" (IN) x 3!4" (IN) STEEL C"rpenrer,3err 3/8" (IN) x 3" (IN) HEX NUT ANGLE - MIRROR IMAGE w r2820163:12 PM HEADED ANCHOR SHOWN, MIRROR IMAGE �. ; P SHEAR STUD - DETAIL E DETAIL OF FOR LEFT ANGLE FOR LEFT ANGLE ALTERNATIVE 3 STATE DESIGN ENcmEER WELDED TO LID BOLT DOWN ATTACHMENT TAB Wa"h;" ALTERNATIVE 3 SHOWN T gtan state Depor+men+or rrancporweon LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW (SEE NOTE 12) -" FOUND PUNCHMARK IN 2" BRASS DISC IN MONUMENT IN CASE WITH "X" AT RECORD DRAWINGS NE 16TH ST. 0.6' BELOW GRADE OBSERVED (NAD 83/1 1) NO. REVISION N: 187664.64, E: 1304879.99 SURVEYED: DESIGNED: MRW DRAWN: OS MRW 7/12/23 CAC CHECKED: CAC BY DATE APPR APPROVED: CAC SCALE: I re N/A I ONE INCH I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CALL BEFORE YOU DIG: 1-800-424-5555 %R3 CITY OF 1; RENTON NkS• Planning/Building/Public Works Dept. Mal T - 'x 4 =S Sg �1 4 •1 t' ! 6 I { LUMIIAIAIRE ELSE TRI A - off I R 0S Ww"a aY$Tn11(1 X � _ l% L CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. Qtl C.0 CO () 00 LO Ln 00 00 LU Q w ITT m Z 0� U N z � ~ o 0 U) M L zITT Q 0- LU ' w V� Z Z_ W = < Q Q H>_ H t.V Z r Q Y c cry N Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS—BUILTS ILLUMINATION DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 1110 112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 U I..L ^W I..L O co � N ZO = Z DATE: 7/12/2023 �r m O FIELDBOOK: PAGE: �-! 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W01ZK.S iR DEPARTMENT DATUM HORIZONTAL DATUM: VERTICAL DATUM: NAD '83/'91 NAVD '88 m11 BENCHMARK of - - Ahm R G NK PLM °W AS-BUILTS ILLUMINATION DETAILS OF VAUGHN TRUST PROPERTY A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON r Ra ffiffam ��tfj. _. R ti WMINAIRE WITH SIDEWALK, DETAIL. MAYA s 3e �a t. eILS1 iXti EIS . 'ID'f VIPW INDIVIDUAL JUNCTION BOX PAD DETAIL. LUMINAIRE CONCRETE PAD/SIDEWALK AND fftA l L JUNCTION BOX CONCRETE PAD Gregg A Zimmdih�a bcbc -c _ FUM U IN ¢ R� ! Q V n L MWfi3LLR QWET 9JI, V CABINET FOUNDATION DETAILS FOUND PUNCHMARK IN 2" BRASS FOUND PUNCHMARK IN 2" BRASS DISC IN DOME IN MONUMENT IN CASE WITH MONUMENT IN CASE WITH "X" AT "X" 0.65' BELOW GRADE OBSERVED NE 16TH ST. 0.6' BELOW GRADE OBSERVED (NAD 83/11) (NAD 83/11) N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 \l61 RECORD DRAWINGS M VE MCALLY.,. [ 9LCR, 50° (OR zt'f)i51K •13XA� - _ 4 -- -- c - 3 AD TM � 1'ftelL�FiC FLOW FOR SMPLAIr Clfia l IT:2, I i7.0. I DDECAL: RLFlECTORIZEDGOTHICGOLD OR WHITL LEGEND ON BLACK BACKGROUND "EEf Tk, ���� T rJA NII REVISION SURVEYED: DESIGNED: MRW DRAWN: MRW 7/12/23 CAC CHECKED: CAC BY DATE AP P R APPROVED: CAC Ili SCALE: i0 71, L17 o0 Ljz00> z _ a FFF H L w x a pp w� 04 z¢-zz = �z>>r-. s.LI-u0 � p iu I- D_ iyl�¢Y� cn c~r1W Q� 4WQ1 a� dz 0,a-T- W LuCS Uu10 Ir ZZ Ciil'v W2 0 J� Imo? 2IF J. n �1 w m f �� SERVICE CABINET PLAN 1,2al Plum mom 1crgsi1 4»3 PhBLIC WORKS DEPARTME W,, F N/A I ONE INCH I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 %R C TY OF Iftsiv RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. Qll � 00 QLu m z OU z N ~ co 0)i:zO 0 co m oi z0 aw Q.coVi z z W = ¢ r ¢ >_ ¢ 1. ~ m M z r ¢ c) Y N Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS ILLUMINATION DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 1110 112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 U N a J I— ^W O co � N z0 = Z DATE: 7/12/2023 �r m O FIELDBOOK: PAGE: a u-! DRAWING NO: I L 0 3 U SHEET:4o OF:4o