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Home My WebLink AboutR-421202i 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