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HomeMy WebLinkAboutzR-4188SetBASIS OF BEARING 00 NAD 83/91 00 PER CITY OF RENTON CONTROL NETWORK, POINT NO. 2103 (NORTH 1 /4 CORNER, SEC. 14, T. 23 N., R. 5 E.) WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 2103 AND O POINT NO. 2127 (CENTERLINE MONUMENT AT SE 142ND ST. AND -::I- 148TH PLACE SE) WAS HELD FOR ROTATION, BEING S28-46'00"W. o VERTICAL DATUM w NAVD88 PER CITY OF RENTON CONTROL NETWORK, POINT NO. 2103 WAS HELD FOR ELEVATION. BENCHMARK ELEVATION = 547.94 FEET. LEGAL DESCRIPTION PER THE TITLE REPORT BY COMMONWEALTH LAND TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 70093833 DATE: MAY 3, 2018 AT 08:00 AM THE NORTH 165 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET; AND EXCEPT THE EAST 558 FEET. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ASSOCIATED BUILDING PERMITS CIVIL CONSTRUCTION PERMIT NO: 418801 NPDES PERMIT NO: TBD Q NOI NO: 36874 J LOCK+LOAD RETAINING WALLS PERMIT NO: B21004617 0- UIC REGISTRATION NO: 36099 FPA PERMIT: TBD KC ROW PERMIT: TBD DC KCWD90 PERMIT: TBD NOTES C/) 1. APPROVED FIRE SPRINKLER SYSTEMS ARE REQUIRED pC FOR LOTS 1-6 w 2. CLEARING AND GRADING IS LIMITED TO MAY 1 ~ THROUGH SEPTEMBER 30. 73 TREE PROTECTION: THE PROPOSED PROJECT IS REQUIRED TO SAVE AND PROTECT TREES ONSITE. CONTRACTOR SHALL REVIEW THE TREE PROTECTION PLAN/REPORT PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC. DATED (4/29/2021). FOR FURTHER DETAIL PLEASE REFER TO SHEET 37 TO 39 OF THIS PLAN SET. T [El 04 0 40' 80' 160' SCALE: 1 "=80' KING COUNTY R-4 MON IN CASE MAG IN CNC 1.35" DOWN FORRESTOR MARK 1463400081 KING COUNTY R-4 I � I z - O Z W OI 'U W co <LLJ - I� Q< 0'^ W IA I O r U 12' R/W DEDICATION I ASBUILT COVER SHEET OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 147 TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON _ SE 7TH PLACE w I -T Q N iL 0 I < THE ENCLAVE AT BRIDLE RI GE 1 f- � I I I I I I Q T - - - I 1423059023 I NONIS JACOB & MORGAN 2345750130 I PLAT BOUNDARY r � TRACT A I < Z DRAINAGE 00 FACILITY SHARED DRIVE I SJOLUND KRISTINA M 2345750120 CITY OF �0- �Q y g I 1 2 3 4 5 6 �`,��, TREE PROTECTION EASEMENT TREE PROTECTION EASEMENT CITY OF RENTON R-4 KING COUNTY R-4 PLAT BOUNDARY I I I j I W W SCOTT MATTHEW MCGAHA RONNIE D I KING 1 1 1397500100 1397500090 I IOBERENDER DALE 1 I CO NTY 001D10 WS I C & MONICA I I BARKER (TTEE)AR( I 1 I 1397500080 I 1397500070 I I r,AROLwooa I I UTILITIES/SERVICES MON IN CASE _ SE 143RD STREET 14" BRASS DOME 3X3 - - - WATER: KING COUNTY WATER DISTRICT 90 POWER/GAS: PUGET SOUND ENERGY CNC 0.5" DOWN 15606 SE 128TH ST 8001 SOUTH 212TH STREET RENTON, WA 98059 KENT, WA 98032 I (425) 255-9600 (253) 395-7065 IMPERVIOUS AREA SEWER: PHONE: OWNER/DEVELOPER CITY OF RENTON CENTURY LINK PREDEVELOPED IMPERVIOUS SURFACE MAINVUE WA LLC 1055 SOUTH GRADY WAY 23315 66TH AVENUE SOUTH AREA = 0.25 ACRES (11,000 SF) 1110 112TH AVE NE, SUITE 202 RENTON, WA 98057 (425) 430-7400 KENT, WA 98032 (253) 372-5388 98004 DEVELOPED NET NEW IMPERVIOUS SURFACE (425) 4022 (425) 646-4 CABLE: SCHOOL: AREA = 1.30 ACRES (56,390 SF) CONTACT: ALLISON ROTHSTEIN XFINITY RENTON #403 4020 AUBURN WAY NORTH 300 SW 7TH ST TOTAL DEVELOPED IMPERVIOUS SURFACE AUBURN, WA 98002 RENTON, WA 98057 AREA = 1.55 ACRES (67,390 SF) ARBORIST (253) 288-7450 (425) 204-2300 FIRE: RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: WASHINGTON FORESTRY CONSULTANTS, INC. RENTON REGIONAL FIRE AUTHORITY 1.55/2.65 ACRES = 0.58 1919 YELM HWY SE, SUITE C 12923 156TH AVE SE OLYMPIA, WA 98501 RENTON, WA 98059 (360) 943-1723 (425) 430-7000 FAX (360) 943-4128 PENCE ALAN D & DENISE 1423059030 Lc5- FND REBAR AND CAP LS 11332 0.09' N. & 0.11' E. OF COMPUTED POSITON 7 TREE PROTECTION EASEMENT o o LEXI TIM & GINA MARGITH O J m 1423059091 I (r g a CITY OF RENTON R-4 WKING COUNTY R-4 ~ I w w I�� I I MAY RONALD G I COYLE ROBERT 1397500060 I 1397500050 I MON IN CASE 14" BRASS DOME IN 4X4 .4" DOWN 37555 ENGINEER/PLANNER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 251-622 FAXS)(425) 251 28782 CONTACT: BARRY TALKINGTON, PE/IVANA HALVORSEN/ROBERT HILLEBRAND GEOTECH EARTH SOLUTIONS NW, LLC 1805 136TH PLACE NORTHEAST, SUITE 201 BELLEVUE, WA 98005 449-470 FAXS)(425) 449 44711 MON IN CASE 14" BRASS DOME IN 4X4 .4" DOWN 37555 ENGINEER/PLANNER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 251-622 FAXS)(425) 251 28782 CONTACT: BARRY TALKINGTON, PE/IVANA HALVORSEN/ROBERT HILLEBRAND GEOTECH EARTH SOLUTIONS NW, LLC 1805 136TH PLACE NORTHEAST, SUITE 201 BELLEVUE, WA 98005 449-470 FAXS)(425) 449 44711 LEGEND: DISTURBED AREA: EXISTING: PROPOSED: EXISTING: PROPOSED: 105,487 SF. 2.42 AC © POWER VAULT -w- -w WATER LINE W UTILITY CONFLICT NOTE: X � �/ c LUMINAIRE (LUM.) SANITARY SEWER LINE __)■ POWER METER CAUTION Q -0- POWER POLE - - - - - - - STORM DRAINAGE LINE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH ® JUNCTION BOX (AS NOTED) p OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE -cas cas GAS LINE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. ❑ CATCH BASIN (CB) ■ T(UG) TELEPHONE UNDERGROUND THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING O❑ STORM MANHOLE (SDMH) P(UG) POWER UNDERGROUND -P(OH)- POWER OVERHEAD ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE o O SANITARY SEWER MANHOLE (SSMH) X CHAIN LINK FENCE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. cn - O BARBED WIRE FENCE IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN GAS VALVE �� WOOD FENCE CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH < W�v XI WATER VALVE (WV) N c::C= ROCKERY RETAINING WALL CONSTRUCTION. FIRE HYDRANT (FH) LOCK AND LOAD RETAINING WALL ® WATER METER ® CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE o SIGN AL CONTOUR CONTOUR (MAJOR) WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND 0 WELL Ji��s38 466 CONTOUR (MINOR) REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION o GUARD POST (GP) ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A N FLAG POLE (FP) GUARD RAIL/CABLE FENCE REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS o MAILBOX MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL SURVEY MONUMENT (AS NOTED) o PROJECT BOUNDARY LINE RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. �? ♦ BENCHMARK SECTION LINE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES ►� ¢ SECTION CORNER (AS NOTED) - - - RIGHT-OF-WAY PUBLIC LAND SURVEY OFFICE • FOUND REBAR/CAP (AS NOTED) CENTERLINE 1111 WASHINGTON STREET S.E. a ❑ FOUND LEAD/TACK - PROPOSED LOT LINE P.O. BOX 47060 o OLYMPIA, WASHINGTON 98504-7060 CONCRETE EASEMENT LINE GRAVEL V.. �... `..... BSBL LINE -- UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR i DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE PAVEMENT APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1 RECORD DRAWINGS AS BUILT TJS 10/10/22 BJT DESIGNED. RK DRAWN. RK (DBENCHMARK o 0 DATUM FOUND PUNCHMARK IN lY4" BRASS FOUND PUNCHMARK IN lY4" CH�BJT ej i DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5 BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 A�RauEo BJT NAD 83/ 91 NAVD 88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. REVISION BY DATE APPR TRACT TABLE TRACT USE DEDICATION AREA (S.F.) A B DRAINAGE FACILITY 29.5' SHARED DRIVEWAY HOA HOA 12,824 SF 13,437 SF TOTAL AREA 26,261 SF 0.60 AC. 1. TAX #: 142305-9013 2. SITE AREA: 118,651 S.F. (2.72 AC) 3. SITE ADDRESS: 14204 - 156TH AVE SE 4. EXISTING USE: SINGLE FAMILY RESIDENTIAL 5. PROPOSED USE: 8-SINGLE FAMILY RESIDENTIAL 6. EXISTING ZONING: R-4 (4DU/ACRE) 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: RDL (RESIDENTIAL LOW DENSITY) 8. REQUIRED MIN. LOT SIZE: 9,000 SF 9. REQUIRED MIN. LOT WIDTH: 70 FEET CORNER LOT: 80 FEET 10. REQUIRED MIN. LOT FRONTAGE: 64 FEET 11. REQUIRED MIN. LOT DEPTH: 100 FEET 12. REQUIRED MIN. SETBACKS: FRONT: 30 FEET* SIDE STREET: 30 FEET SIDE YARD: COMBINED 20 FEET WITH NO LESS THAN 7.5 FEET ON EITHER SIDE REAR: 25 FEET 13. MAX BASE HEIGHT OF BUILDINGS: 32 FEET TO WALL PLATE (3 STORIES) 14. MAX BUILDING COVERAGE: 35 PERCENT 15. MAX IMPERVIOUS COVERAGE: 50 PERCENT 16. SOIL TYPE: AgC (ALDERWOOD GRAVELLY SANDY LOAM) 17. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD VERIFIED BY: BARGHAUSEN CONSULTING ENGINEERS JUNE 2018 *(MAY BE REDUCED TO 20 FEET WHEN PARKING IS PROVIDED IN THE REAR YARD VIA PUBLIC ROW OR ALLEY) AREAS LEGEND ADDITIONAL AREAS LEGEND PROPOSED NUMBER OF LOTS: 8 RIGHT OF WAY -ROAD A ZONING OF THE SUBJECT SITE: R-4 RIGHT OF WAY-156TH AVE SE GROSS SITE AREA: 118,651 S.F. (2.72 AC) TRACT B SHARED DRIVE SQUARE FOOTAGE OF LAND IN LOTS: 79,749 SF (LOTS 1-8) SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: 0 SF** SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: 0 SF SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: 11,680 SF** SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS TRACT: 13,437 SF** NET SITE AREA: = GROSS LESS ** ITEMS 118,651 SF - 25,117 SF = 93,534 SF (2.15 AC) DENSITY PERMITTED BY CODE: 4 DU/AC NET (8.56 UNITS) PROPOSED DENSITY: 2.94 DU/AC GROSS 3.72 DU/AC NET SHEET INDEX: 1 OF 47 ASBUILT COVER SHEET 2 OF 47 ASBUILT CONDITIONS OF APPROVAL AND ROAD SECTIONS 3 OF 47 ASBUILT EXISTING CONDITIONS PLAN 4 OF 47 ASBUILT OVERALL SITE PLAN 5 OF 47 ASBUILT HORIZONTAL CONTROL PLAN 6 OF 47 ASBUILT TESC PLAN 7 OF 47 ASBUILT TESC NOTES AND DETAILS 8 OF 47 ASBUILT TESC NOTES AND DETAILS 9 OF 47 ASBUILT DETAILED GRADING PLAN 10 OF 47 ASBUILT SITE CROSS SECTIONS 11 OF 47 ASBUILT COMPOSITE UTILITY PLAN 12 OF 47 ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A 13 OF 47 ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT B 14 OF 47 ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT B 15 OF 47 ASBUILT DRAINAGE BYPASS PLAN AND PROFILE 16 OF 47 ASBUILT DRAINAGE FACILITY PLAN - TRACT A 17 OF 47 ASBUILT DRAINAGE FACILITY SECTIONS - TRACT A 18 OF 47 ASBUILT ADA RAMP DETAILS 19 OF 47 ASBUILT ACO STORMBRIXX NOTES 20 OF 47 ASBUILT ACO STORMBRIXX PLAN VIEW 21 OF 47 ASBUILT ACO STORMBRIXX INSTALLATION 22 OF 47 ASBUILT NOT USED 23 OF 47 ASBUILT NOT USED 24 OF 47 ASBUILT NOT USED 25 OF 47 ASBUILT ROAD DRAINAGE NOTES AND DETAILS 26 OF 47 ASBUILT ROAD DRAINAGE NOTES AND DETAILS 1 "=80' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAw , HORIZONTAL NO I W ,99, DATU M L 01 0 SE 142ND ST D SE 143RD ST m _& rNn SE 144TH ST 145T"p-t s� m I m VICINITY MAP � 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 FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 9,701 SF 1,979 SF 13,437 SF 27 OF 47 ASBUILT ROAD DRAINAGE NOTES AND DETAILS 28 OF 47 ASBUILT ROAD DRAINAGE NOTES AND DETAILS 29 OF 47 ASBUILT ROAD DRAINAGE NOTES AND DETAILS 30 OF 47 ASBUILT ROAD DRAINAGE NOTES AND DETAILS 31 OF 47 ASBUILT SEWER PLAN AND PROFILE - ROAD A 32 OF 47 ASBUILT SEWER PLAN AND PROFILE - TRACT B 33 OF 47 ASBUILT SEWER PLAN AND PROFILE - TRACT B 34 OF 47 ASBUILT SEWER PLAN AND PROFILE - ACCESS ROAD 35 OF 47 ASBUILT SEWER DETAILS 36 OF 47 ASBUILT SEWER DETAILS 37 OF 47 ASBUILT TREE RETENTION PLAN 38 OF 47 ASBUILT TREE RETENTION DETAILS 39 OF 47 ASBUILT TREE RETENTION DETAILS LANDSCAPE PLANS: 40 OF 47 LANDSCAPE PLAN ILLUMINATION PLANS: 43 OF 47 ILLUMINATION PLAN 44 OF 47 ILLUMINATION DETAILS WALL PLANS! MISE 1 9G + 1 9AD WA1 1 warty l CALL BEFORE YOU DIG: 1-800-424-5555 + CITY OF RENTON o Planning/Building/Public Works Dept. 3. TALk7 ZZ J 1423 o,�FssF �ST01 BONA L EN 0/1V20 O t� � c O � 3 � s . _ �o c D = LLI c: N cN M a'coN ->QQq j i Ln +.; N /c�v W O U a) Y N �'t r R-418801 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT COVER SHEET EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 0 W, 0� t_ H 6` r- O O 0 C� Q J CT) r 0 O C� J tZ ~ N 0) O T CV = C� 7O ` DATE 10/19/2022 � m O FIELDBOOIQ PACE DRAWING NO. w �,., U m SHEER 1 of 47 00 O w Q w O w 73 .z N N 0 N N a) E 0 i N / Q0 N / 0 0 CD N M LL ASBUILT CONDITIONS OF APPROVAL AND ROAD SECTIONS CONDITIONS OF APPROVAL OF 1. A DEMOTION PERMIT SHALL BE OBTAINED AND ALL REQUIRED INSPECTIONS COMPLETED FOR THE REMOVAL OF ALL EXISTING STRUCTURES, PRIOR THE RECORDING OF THE FINAL SHORT PLAT. EDENFIELD(SUMPTER) PLAT 2. THE LANN DSCAPE PLAN SHALL BE REVISED AS FOLLOWS: A 10-FOOT ONSITE LANDSCAPE STRIP CONSISTING OF A MIX OF TREES SHRUBS AND GROUND COVER WOULD BE REQUIRED WITHIN THE FRONT YARD AREAS OF LOTS 7 AND 8 AND WITHIN THE SECONDARY FRONT YARD AREA OF LOT 6. IN ADDITION, STREET TREES AND GROUND COVER, CONSISTENT WITH THE EXISTING SPECIES PLANTED WITHIN THE WAPATO A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. PL NE RIGHT OF WAY, SHOULD BE PLANTED WITHIN THE 8-FOOT PLANTING STRIP BETWEEN THE CURB AND SIDEWALK WITHIN THE ROAD A PUBLIC RIGHT-OF-WAY, GROUND COVER SHOULD BE PLANTED WITHIN THE 156TH AVE SE PUBLIC RIGHT-OF-WAY LANDSCAPE STRIP CITY OF RENTON KING COUNTY WASHINGTON BETWEEN THE CURB AND SIDEWALK. A FINAL LANDSCAPE PLAN IS REQUIRED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW > > AND APPROVAL WITH THE CURRENT PLANNING PROJECT MANAGER. PROPOSED 72' R/W 3. A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PROJECT MANAGER. 4. ALL HOMES PROPOSED ALONG THE SHARED DRIVEWAY SHALL BE REQUIRED TO BE CONSTRUCTED WITH APPROVED FIRE SPRINKLER SYSTEMS, A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE FINAL SHORT PLAT. IN ADDITION, THE PROPOSED HAMMERHEAD SHALL BE CONSTRUCTED TO ADOPTED RENTON REGIONAL FIRE AUTHORITY STANDARDS. 5. CURB AND GUTTER, AND A 5-FOOT WIDE SIDEWALK SHALL BE REQUIRED TO BE INSTALLED ALONG THE ENTIRE LENGTH OF THE SOUTH SIDE OF THE SHARED DRIVEWAY. 6. THE 4-6 FOOT WIDE LANDSCAPE STRIP ON THE NORTH SIDE OF THE SHARED DRIVEWAY SHALL BE RELOCATED, WHERE FEASIBLE, TO BETWEEN THE CURB AND SIDEWALK ALONG THE SOUTH SIDE OF THE SHARED DRIVEWAY. THE FINAL LOCATION OF THE LANDSCAPE STRIP SHALL REVIEWED AND APPROVED AS PART OF CONSTRUCTION PERMIT REVIEW. 7. A HOMEOWNER'S ASSOCIATION SHALL BE ESTABLISHED PRIOR TO THE RECORDING OF THE SHORT PLAT FOR ALL COMMON IMPROVEMENTS WITHIN THE PROPOSED SHORT PLAT. 8. THE APPLICANT SHALL BE REQUIRED TO PAY THEIR FAIR SHARE OF THE COST OF THE SIGNAL THAT WAS INSTALLED AT THE 156TH AVE. SE/SE 142ND PLACE INTERSECTION. THE FEE WOULD BE PROPORTIONATE TO THE PM PEAK HOUR TRIPS THAT WOULD BE GENERATED BY THE PROPOSED DEVELOPMENT THAT PASSES THROUGH THE INTERSECTION. THE FEE WOULD TOTAL $2,290.08 [(6 NEW PM PEAK HOUR TRIPS/1,310 TOTAL PM PEAK HOUR TRIPS) X $500,000] AND SHALL BE PAID PRIOR TO THE ISSUANCE OF A CONSTRUCTION PERMIT. 9. THE PROJECT SHALL PROVIDE A CONVEYANCE SYSTEM ALONG THE NORTH PROPERTY LINE OF PROPOSED LOT 7 TO CONVEY ANY RUNOFF COMING FROM OFFSITE DURING STORM EVENTS. 10. EARTH SOLUTIONS NORTHWEST SHALL OBSERVE THE INFILTRATION SURFACE DURING CONSTRUCTION AND PROVIDE A LETTER TO THE CITY AFTER CONSTRUCTION OF THE FACILITY STATING THAT THERE ARE NO MOUNDING CONCERNS. 11.A PUBLIC EASEMENT SHALL BE PROVIDED IN THE PROPOSED HAMMERHEAD TURNAROUND PORTION OF THE STORMWATER TRACT TO ALLOW THE TURNING OF THE SEWER MAINTENANCE VEHICLES THAT WILL BE USED TO MAINTAIN THE SEWER MAIN ON TRACT B. 12. THE BOUNDARY OF THE TREE PROTECTION EASEMENT SHALL BE IDENTIFIED AND DELINEATED BY SIGNAGE AND FENCING CONSISTENT WITH THE SIGNAGE AND FENCING STANDARDS OUTLINED FOR TREE PROTECTION TRACTS. 13. AN ARBORIST SHALL BE ONSITE DURING THE CONSTRUCTION OF FRONTAGE IMPROVEMENTS ALONG 156TH AVE SE TO ENSURE THE TREES TO BE RETAINED WITHIN THE RIGHT-OF-WAY ARE PROTECTED DURING CONSTRUCTION OF THE FRONTAGE IMPROVEMENTS. 14.THE FRONT DOOR OF THE NEW HOME PROPOSED ON LOT 6 SHALL BE ORIENTED TOWARDS ROAD A AND VEHICULAR ACCESS FOR THE HOME ON LOT 6 SHALL BE REQUIRED TO BE PROVIDED VIA THE SHARED DRIVEWAY (TRACT B). A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE FINAL SHORT PLAT. FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS: w z J EX 30' R/W ili x EX 5' 5'f EX 19'f SIDEWALK 0.5' 0.5' �2\ M q X S�0 156TH AVE SE NOT TO SCALE 30' EX 14' PAVEMENT I 8' PAVEMENT 2%_ 0.5' R/W *TREE PROTECTION ZONE _I SEE SHEETS 37 TO 39 FOR DETAILS. *12'R/W DEDICATION *7.5' *PLANTER 5' 1' VARIES SIDEWALK Q 0 �z MATCH g -EG o EXISTING MATCH EG-- f - - - - - 1.5% �1 - - - - --- - -GROUND '-- CURB TO BE INSTALLED PER CITY OF RENTON STD PLAN 101 (TYP) L7" COMPACTED DEPTH HMA CLASS B ASPHALT 1 1/2" COMPACTED DEPTH TOP COURSE -4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS w 53 R/W w z � z J J 26.5' R/W 26.5' R/W 58' 13' 13' 8' 5' SIDEWALK PLANTER PLANTER SIDEWALK -0. 5' I 0.5' �M qX S� opF 1.5Z � 1.5% 2%_ 1. AN APPROVED FIRE SPRINKLER SYSTEM IS REQUIRED FOR LOTS 1 THROUGH 6. 21 SOILS REPORT NOTES: 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOILS REPORT: GEOTECHNICAL ENGINEERING STUDY SUMPTER PROPERTY PROJECT NUMBER: ES-3220.03 DATE: NOVEMBER 12, 2018 GROUNDWATER MOUNDING ANALYSIS PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER: ES-3220.04 DATE: MARCH 26, 2019 PREPARED BY: EARTH SOLUTIONS NW, LLC 1805 136TH PLACE N.E., SUITE 201 BELLEVUE, WA 98005 (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. 4" THICK CEMENT GENERAL SITE DEVELOPMENT NOTES: CONCRETE " CRUSHEDDROCKK BASE 1. THE GENERAL CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY RELATED CONSTRUCTION OPERATIONS. OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE 2. GENERAL CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED BEEN OBTAINED PRIOR TO COMMENCING WORK. RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS ENGINEERS, INC. AT COMPLETION OF PROJECT. SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE CITY AND BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO 12. GENERAL CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR PROCEEDING WITH CONSTRUCTION. TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BCE. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A 15' CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF ? CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT Mqk ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE �N CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE `27. DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. MP 5. IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 2" TOP COURSE 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF 4" BASE COURSE INSPECTION S THE .OF PRIVAT 15' ACCESS ROAD EILL THEE ACCOMPL SH DGBY AS EDICTIONPREESENTATIVE OF THE OWNERS T SHALL CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. NOT TO SCALE 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL 20' PROVIDE 72 HRS MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 2'7 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY M� I AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR 27. CTION FOR ANY OTHER AGENCY HAVING DIEXCAVATION TRENCHING PROCEDURES. THE CONTRACTOR ISRE PONSII BLE FORD DETERMINING NG THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 2" TOP COURSE 1 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 N0. REVISION NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 T un.,� vvviw� 20' ACCESS ROAD NOT TO SCALE TJS 10/10/22 BJT s"wE"m' oEs�N RK DRAWN. RK cHE BJT BY DATE APPR wP� BJT SIDEWALK TO BE INSTALLED PER CITY OF RENTON STD PLAN 102 (TYP) LOCAL ACCESS �6" COMPACTED DEPTH HMA CLASS B ASPHALT 4" THICK CEMENT CONCRETE SIDEWALK WITH NOT TO SCALE 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 10' UTILITY EASEMENT �M q X S� opF 21 4" THICK CEMENT CONCRETE SIDEWALK WITH 4" CRUSHED ROCK BASE 34' TRACT 5' 5' 9.5' 9.5' SIDEWALK PLANTER i 1_5% I 2% SHARED DRIVEWAY NOT TO SCALE TREE PROTECTION FENCING AT MRPZ 5' SIDEWALK TO BE R/W z / PLACED AT GRADE VARIES PLANTER Q 1, Q MATCH EG �p - - - 1-57g tit \i\i�/% 4 THICK CEMENT CONCRETE SIDEWALK WITH 6" PVC 4" CRUSHED ROCK BASE TREE PROTECTION - WEST NOT TO SCALE N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERIIGN_ NAVD, HORD:OMAU NAD I W 199, DATU M S�qp _ L6" COMPACTED DEPTH HMA CLASS B ASPHALT 1 1/2" COMPACTED DEPTH TOP COURSE -4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. TAL F. / � 0 Z J 1423 S T 0/10/20 V C 0 v Vf _ .� Z3 (0 C Z C Lu c N N M <L 00 N 1aQq tC14 � L0 L..i O �n a-7 N N /c�v W U r a) Y �,t R-418802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT CONDITIONS OF APPROVAL AND ROAD SECTIONS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 W, M I` O O O O Q J H H �Z 1% J ~ N /11 O T N v)O z DATE 10/10/2022 � m 0 FIELDBOW- PAGE DRAMNNO NO: W �U c/-) m SHEET: 2 OF:47 ASBUILT EXISTING CONDITIONS PLAN .z N N O N N E a) 0 0 i N / Q0 N / O O O N M I. 00 MI O MI 0 20' 40' 80' OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON zomr, MON 3" DOME RIM=382.43' IN 4X4 CNC 8" N PVC=372.69 I STAMPED 37555 8" E=372.73' SE 7TH PL. 8" S=376.62' I ------------------------ i SCALE: 'I "=40' I - _T - W I � I I I I I I � W LL I I j I I OQ O00 N I I I i I Q QI I UI I THE ENCLAVE AT I I Cl- �I BRIDLE RIDGE MON B DOMECCASE-\ NC EX 12 WATER /.. I I I WOOD I I I I .4" DOWN 37555 FENCE _ I •'°. CB TYPE1 - RIM=389.48' KING COUNTY R SIGN - - ----- - L - - _ - - _ - - _L SIGN - - - - - - -- - - - I � -I-12" E ADS=386.17' CHAINLINK -------- cn POWER' III FENCE I SS CLEANOUT EF POLE ..;::.•' i CB TYPE1 RIM=389.15 .. I.,........ I bbb FH pC REFLECTOR SIGN x POST �Ir�. RIM=376.51' I LUM w Tllu - . GUY I 18" NW CMP=373.08' POLE LIGHT I I, X 12" E ADS=373.20' MON IN CASE JBOX y' ' \ tZ SIGNAL POLE II' CB TYPE1 18 S DI=373.13' STORM AND 3" B DOME 4X4 CNC „ R O W/ LUM nr III;' x WATER RETENTION I .4" DOWN 37555 RIM=373.66 _ .I'• --- N 18 DI=371.02 AREA 8 CONC. WALL I f -- - " CB TYPE 2 �zr JBOX E 18 ADS=370.71 SIDE EDGE I '• \" SIGNAL Ijl,w:^a. xa RIM=383.88 MON IN CASE gOX ;.: c� S 18 DI=370.47 RETENTION POND I 12" W ADS=376.65', MAG IN CNC - - - - - RR - - I 12" E = 3 65' s _ SIGNAL LIGHTS TO BE ... - - - 1.35 DOWN ADS 76 r e 11` ' DELIVERED TO THE CITY OF I WALLyI �o STREET ' e/ I RENTON MAINTENANCE SHOPS. HOGWIRE FENCE o 4 p SIGNAL (TYP) e SIGNAL POLE o / W/ SWITCH BOX p. NP 2 P� 376.. MAN e .L.o p °y ... � E 373. 6 \ P ............ ............... 0 TEL _ SIGNAL ° a II ��'�� CB TYPE1 (0"� POWER POLE ° VAULT POLE t' \"• BRIM=373.00' P(ON) .......................... .. • ° ' ° o POWER POLE c, = I,� p 18" N DI=370.00' �PCo"� �\ p( �h� p W/ TRAN _ III 12" E CNC=370.25' POWER POLE TO REMOVED MOVED WITH �Fy� �� I I;I 18" S CMP=370.00'__.__� EXISTING r ' UTILITIES INSTALLED UNDERGROUND. F �j'; •. �i'•. SIGNAL POLE TO BE " ` OVERHANG' ��.� ° STRUCTURE SSMH I �I : RELOCATED NORTH, ' , -- �� . <� POWER TO THE EXISTING HOME SHALL BE �a r o o o --- V.y REMOVED. POWER TO THE PEDESTRIAN RIM=372.75 f :: I�. OF ADA RAMP I. w' .: •. I b \::;. ••'�. - �" 8" N=364.60' I :V:. 1....:.: :;I iiirrm�ii \�'�:_ '• • _ ° PUSHBUTTON SHALL BE INSTALLED I �. /: : ' •: I _ �, UNDERGROUND. I I ^� II, \� MAILBOX M.>. :.� i oz o T• _ 0. e � I• •• I-=-.-'. • :-WW --_'-- -. �.�:•.�.. _'•,.._....:... EXISTING G STRUCTU.�........37s.............. AILBOX METER• o RE W KING COUNTY R-4 i > .. i y DECK x L J CIIY' OF RENTON R-4 =I°� I FH GArE Xo .. cHAINLINKKING COUNTY R-4 FENCE CHIMNEY I POWER GATE-2 I I I TEL RISER METER I II I POWER POLE w/ LUM o I I Ilj •3�-0 I I CAROLWOOD WATER II METER I I .Ila CB TYPE1 SIGN Ila CB TYPE1 i I STORM AND WATER BROKEN FRAME - - - - RIM=370.53' I I RIM=371.42' ° III I 18 N CMP=367.59, RETENTION AREA I I 18" E CMP=367.12' SS CLEANOUT--""0 I 18" E CMP=367.60' 18" S CMP=367.12' RIM=371.24' I II I i `•, 18" W CMP=367.57' MAILBOXo X2 i la SIGN III`• I � - - a MON IN CASE 14" BRASS DOME 3X3 ' ° ~ - SE 143RD ST. 'I - CNC 0.5 DOWN - - - - III G- 'G - -- SSMH RIM=371.85' .'III I i 8" N PVC=366.70' III 8" S PVC=366.65' 'I I� 1 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 N0. REVISION NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 MON 3" DOME I IN 4X4 CNC .4" DOWN 37555 -SSMH TYPE 2 RIM=397.55' 8" PVC N=378.66' I 8" PVC W=378.39' I CB TYPE1 RIM=389.47' 12" N ADS=385.57' 6" NE PVC=386.13' 12" W ADS=385.56' 12" S ADS=385.57' SSMH TYPE 2 RIM=387.96' 8" N. PVC=379.46' 8" SE PVC=379.56' SSMH `SS CLEANOUT RIM=384.00 RIM=387.71' CTR CHANNEL=380.05 / 8" PVC NE & E r LEG © POWER VAULT TELEPHONE VAULT ® WATER VAULT STREET LIGHT G❑ LOT LIGHT YARD LIGHT OR LAMP Fol POWER METER -o- POWER POLE c GUY WIRE o TRAFFIC SIGNAL 6, PEDESTRIAN PUSH BUTTON 0 JUNCTION BOX (JBOX) OO TELEPHONE MANHOLE (TMH) ❑ CATCH BASIN (CB) STORM MANHOLE (SDMH) O SANITARY SEWER MANHOLE (SSMH) o SANITARY SEWER CLEANOUT (SSCO) ❑o GAS METER (GM) GAS VALVE p4 WATER VALVE (WV) FIRE CONNECTION (FPSP) /0, FIRE HYDRANT (HYD) O WATER MANHOLE (WMH) ® WATER METER (WM) SPRINKLER o IRRIGATION BOX (IRR) IRR N IRRIGATION VALVE (IRR) F SIGN NOTE: NOT ALL SYMBOLS WILL APPI CB TYPE 2 ..SIGN RIM=383.67' 12" N ADS=414.13' 6" E PVC=377.07' 12" W ADS=377.02' _-- -II SD CLEANOUT RIM=388.78' MON IN CASE 3" 1B DOME 4X4 CNC orb, 5" DOWN 37555 S. OF PROPERTY LINE o CURB & GUTTER o ° ° ° 38� p 0 0 0 o .. OVERHANG--.. o 0 '• .o p °• o .... irrrrrrrrrrTn �T I EXISTING STRUCTURE .................. ................STANDING PIPE .� .......... o 0 o p o o ��8 ? o....3$© 0 o ° l ° o SHED CONC. RET WALL I I TJS 10/10/22 BJT SuwI DESIGN RK DRAWN: RK CHECKED:.JT BY DATE APPR APP� BJT a FND IRON PIPE 0.4 N. OF.�, ., COMPUTED POSITION TEL RISER EX DRIVEWAY II ' EX FENCE •' I I WN W > Q QIJ 2 U I- o u r MON IN CASE 14" BRASS DOME IN 4X4 .4" DOWN 37555 ScaE: 1 "=40' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY '�--FH W/BOLLARDS I FND 3"X3" CONC. MON I ON P-LINE POSITION 11� EX 12" STORM I, tl.a I '' II EX 8" WATER I VMCAI 19 HORD:ONTAL• NAD I W 199, DATU V END 9 SURVEY MONUMENT (AS NOTED) ►� ¢ SECTION CORNER (AS NOTED) 0 FND. SURVEY MARKER (AS NOTED) ASPHALT CONCRETE GRAVEL SANITARY SEWER LINE STORM DRAINAGE LINE X CHAIN LINK FENCE WOOD FENCE +** SILT FENCE ° GUARD RAIL / HAND RAIL w WATER VIA PAINTMARKS G GAS VIA PAINTMARKS T(uG) TELEPHONE VIA PAINTMARKS P(uc) POWER VIA PAINTMARKS P(OH) OVERHEAD POWER LINES 00EVERGREEN TREE W/SIZE �y 9 G DECIDUOUS TREE W/SIZE AR IN THE DRAWING -FND REBAR AND CAP LS 11332 0.09' N. & 0.11' E. OF COMPUTED POSITION CITY OF RENTON R-4 - KING COUNTY R-4 CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. TA,'� 7 � A. 0 Z J 1423 SSION A L 0/10/20 O V Vf _ O _ O C � m C Lu c N N M < 05 m N C14a� L\ LO i O L0 a-7 N /c�v W V � r (1)N Y Nt I'f-4100V:i IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT EXISTING CONDITIONS PLAN EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M I` H H LZ 1% J ~ N 0) O N �O z DATE 10/10/2022 � m 0 FIELDBOOK: PAGE DRAMMND NO: Ljj �U cn m SHEET: 3 OF:47 ASBUILT OVERALL SITE PLAN 'z N 0 0 CD M I. 00 I 0 0 MEE=_",mh,= OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON W 0 20' 40' 80' I I I I I I J N I I 3• I � I I I SCALE: 'I "=40' \ I I I I I W I I I J I Q THE ENCLAVE AT I I a o 'EkI I I I BRIDLE RIDGE •' ' I II ------I-------------- 0.�•'•. ;°'••.' EX 8 WATER p EX FIRE HYDRANT %I ASSEMBLY EX FENCE EX HAMMERHEAD ""'r' .,. x O .. tll�.. 1423059023 TURNAROUND Z I SJOLUND KRISTINA M SIGNAL LIGHTS TO BE EX LOT I NONIS JACOB & MORGAN Z o r� W 32 00 '' . I'C LINE TYP w z rn PENCE ALAN D & DENISE DELIVERED TO THE ( ) I 2345750130 ^ 2345750120 w 1423059030 KING COUNTY R-4 I '•41 ---- --- CITY OF RENTON PROPOSED LOCK AND "" z 0 MAINTENANCE SHOPS LOAD RETAINING WALL W` ' U ��` Cf Q Y i III EX FENCE FIRE HYDRANT I;P = 8" SEWER 2' MAX HEIGHT I ,r=,�m__�=' `� �, ,`�.. LL C- — �. .... _-_ P - _ A O rW J TRACT B 8„ WATER I (NP) 1L' o o w g SHARED DRIVE I ��'� ` " c'-n `�' PLAT.. -BOUNDARY N88'27 58 'W 720..14 STORM 'II �1'2. S w N0� �, �. _ o _ \� - - - --- - - - - - - �` N CITY OF RENTON SCH 80PVC _ _ _ _ EX OVERHEAD WIRING FOR a o �- '. o - - - _ • _ - R 4 SIGNAL TO BE RELOCATED a = w :�° .....:. .�.. y N \ ------ -.. =--_.V �.T_386�' •.-_ 3�¢__u' :... UNDERGROUND - � 382 SIGNAL POLE' � � � ,;. �;;•, x ,. • • � • .• _,_• o Ti-- --,_ PROPOSED LOCK AND „•�. ii c`'.aII 1 II �,>_': r,:•: I 12 � LOAD RETAINING WALLEX FENCE ( SERVICE STORM 2.0' MAX HEIGHT0 0....i II w SIGNAL POLE PER• WSDOT STANDARDS ATER SERV7 NKING COUNTY WITH FIXED BASE PROPOSED LOCK -.AND o Q LOAD RETAINING WALL I \� - �� �J'J,� o EX SIGNAL HEAD AND PUSH BUTTON / TO BE RELOCATED TO NEW POLE. I -a EX POLE TO BE REMOVED. �a II =) I o m SO'28'42'W 164.93' g � t I 'll a .• FORRESTOR MARK i 12' R/W _ 1463400081 DEDICATION EX GAS MAIN (TYP) 0 0 I E} -- I A` I I 3 I I I Ix 2 I lj w I ,a I Ili. I Ila I I o I 2 'I I � I �I Ilk M II hl III II MAILBOX LOCATIONS 16 SYMBOL INDICATES LOCATION FOR MAILBOX MOUNTING AND NUMBER OF MAILBOXES. SEE THIS SHEET FOR LOCATIONS AND SEE SHEET 25 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: SUSAN ADSITT ON 8/13/2021 'I TRACT A I .. DRAINAGE FACIL2 ITY 1 1 'I 3 4 I TREE PROTECTION FENCE AND r� TREE PROTECTION FENCE AND EASEMENT INSTALLED PER TREE I e.. EASEMENT INSTALLED PER TREE .• RETENTION PLAN ON SHEETS 37 TO 39 I RETENTION PLAN ON SHEETS 37 TO 39' TREE PROTECTION FENCE AND 3�s••...'. _ EASEMENT INSTALLED PER TREE I / RETENTION PLAN ON SHEETS 37 TO 39 ......... o CITY OF RENTON R-4 I 37.. ' ..... . ° -_- _ KING COUNTY R-.'4 PLAT BOUNDARY N8FIRE HYDRANT 8 29, 13"W 720.31, EMBLY (TYP) i I I � I I I I I CROW SCOTT MATTHEW 1397500100 I MCGAHA RONNIE D 1397500090 I KING COUNTY-WLRD SWS I 1397500110 �AROLWOOD I � I I I I I I I I — EX�W I — LOT AREA TABLE LOT # AREA (SF) 1 9151 SF 2 9151 SF 3 9151 SF 4 9151 SF 5 9151 SF 6 11869 SF 7 12522 SF 8 9604 SF TRACT AREA TABLE TRACT AREA (SF) TRACT A (DRAINAGE 12,824 SF FACILITY) TRACT B (SHARED 13,437 SF DRIVE) SE 143RD ST *INDIVIDUAL LOT NOTE: THIS PROJECT HAS SET A MAXIMUM IMPERVIOUS SURFACE OF 4,000 SF PER LOT. A RESTRICTIVE COVENANT WILL BE PROVIDED ON THE FINAL PLAT. rI z "".... • o LEXI TIM & GINA MARGITH 5 Nil 6 �� 12" STORM i 1' 1423059091 bb) o j 12" STORM ° 1 / TREE PROTECTION FENCE AND "'"'...'� i i •' .. I EASEMENT INSTALLED PER TREE - - -38� I ® ° '.. a .. RETENTION PLAN ON SHEETS 37 TO 39 8 WATER I I ------- I I ER .... d —�� I I ... . ........ .. _ �8` SEW �� ° ° .J I I 1 : �A.`.^: i"i' >fi`Y•'.: is �• •� l•': •Yt G ... „ � m IL I • ).•,' ,;": V. ,.. .'. �,t' v PROPOSED LOCK AND LOAD RETAINING I o WALL 6' MAX HEIGHT I i I w w (4 MAX WALL HEIGHT IS PERMITTED I N w WITHIN THE 30' FRONT YARD SETBACK) a r' N v' I •''tea • U I I OUTFALL PROTECTION 12'x7.5' I ; I Il ' ''. RIP RAP PAD (2' THICK) OBERENDER DALE C & MONICA I BARKER SHARON (TTEE) I > ; II MAY RONALD G 1397500080 I 1397500070 I ' Q a. • ' ;III 1397500060 I I ti, •_, I l u ,,,, o- CITY OF RENTON R-4 KING COUNTY R-4 I COYLE ROBERT _L I II �,. It— I VI.IYI 1 1397500050 I 100 I 100 BENCHMARK DATUM FOUND PUNCHMARK IN 1Y4" BRASS FOUND PUNCHMARK IN 1Y" DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" » HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5 BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD 83/ 91 NAVD 88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 1 RECORD DRAWINGS AS BUILT TJS 0/10/2 BJT S"wE"� sc�E 1 "= 40' HORIZOOMAL'VERTICA' N U I W 199, DATUM DESIGNED. K DRAWN: RK ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHE BJT N0. REVISION BY DATE APPR A�RaNED BJT x EX SECTION LINE w CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. TA/ 1 1 A. � O Z S T NA L D/10/20 O t� Vf _ .� O 0 C Z C Lu c N N M < 00 N 1aQq LO i LO a-+' N N /c�v W rO, U r a) Y � R-418804 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT OVERALL SITE PLAN EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H H I, H H �Z 1% Q J ~ N 0) O T N v)O ` DATE 10/10/2022 � m 0 FIELDBOWQ PAGE: DRAWING NO: Ljj �U cn m SHEEN 4 OF:47 co 0 0 N c i Q0 N O O O N M I. 04 0 20' 40' 80' 0-14 ILIm�Nrt3�i7� ASBUILT HORIZONTAL CONTROL PLAN OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON I 1 cl) N I / (� j Q I I j THE ENCLAVE AT I � I a KING COUNTY R-4 W _ I I I BRIDLE RIDGE I I w O13 0o x W I-_ ---------- — — — — — — — — -- 1 Q w ------>---------------Q -----j---------- Q _j --------------� o I I Q_ EX SECTION �} J I Q LINE (TYP) o uj EX LOT LINE II to to I 1423059023 (TYP) i I PENCE 1423059030DENISE 32 00 I NONIS JACOB & MORGAN SJOLUND KRISTINA M 1 2345750130 2345750120 o� I J Z MON IN CASE I EX CENTERLINE I,, o (TYP) MAG IN CNC o pp I o Y FND REBAR AND CAP � 1.35" DOWN CITY OF RENTON R-4 FPLAT BOUNDARY N88.27'58"W 720.14' I �� N30°39'49"W 90.89' - LS 11332 LL 0.09' N. & 0.11' E. OF T O 85 22 _� TRACT B 383.72' CITY OF RENTON R-4 N U COMPUTED POSITON P� 12' R/W �5, 45' ,�, PROPOSED SHARED DRIVE 176.57' - - - �AZNOR�P� () DEDICATION HAMMERHEAD EASEMENT 13,437 S.F. ��- <o� —� S�M�NoR P I 7 0 70.00' 70.00 �Q --�--- - 70 00' PROPOSED TREE 70.00 70.00' '- oo �' PROTECTION EASEMENT PROPOSED L/S oz J 55.12' Fs '� o. o J BUFFER EASEMENT o m m �P 7 v> m ci RIw 31t00 0 L2O' _ m y �� 5 12,522 S.F. 10 hm-j2 00 -- - rn 5 10' SIDE �� AR CO CID BSBL o' �y6� p0 1�� mac, I m�NTRACT A MONW rn DRAINAGE FACILITY i� N I I ' ' ' i i i `� o Do 4 oo 9 151 S.F. '� 2 3 4 PT: 10+92.15 127.83' N co 13,805 S.F. o '� 9 151 S.F. "' 5 4=32'00'48" LEXI TIM & GINA MARGITH o 0 9,151 S.F. 9,151 S.F. I� `� 6 -- -- N FORRESTOR MARK o 0 9,151 S.F. \ R=150.00' 1423059091 N PROPOSED I i i 6 11,869 S.F. E� w o 1463400081 i , , i r, c,(� L=83.81 ' I o a SIDEWALK EASEMENT , , ; I 1 I �0 05�� ` m m z o PROPOSED TREE rn 1 ® m _ PROPOSED TREE PROTECTION EASEMENT \ o. � I w � 1 o r PROTECTION EASEMENT c9 30' FRONT 9,604 S.F.N m 00 o KING COUNTY R-4 I m -- __ N a~ J -- PC: 10+08.34 BSBL `n m o 82 CITY OF RENTON R-4 cn PROPOSED TREE �N1°20'59"E 8.34' 1 -- -- 0° 30 00 24 70.00' ;n m PROTECTION EASEMENT 70.00' N 70.00 70.00' 70.00' N MON �— I KING COUNTY R-4 PLAT BOUNDARY N88'29'13"W 720.31' 110.00' 8.41' 113.07' CITY OF RENTON R-4 CL EX CENTERLINE I 1 1 I ------____ (TYP)I I I LU Z I KING COUNTY R-4 I L`' Nw I3 I I i i EX CENTERLINE U) I I I I I (TYP) � I w �w CROW SCOTT MATTHEW EX 60' R/W I 1397500100 I MCGAHA RONNIE D I I 1397500090 I KING COUNTY-WLRD SWS I OBERENDER DALE C & MONICA I I \I W 30' 30' 1 1397500110 1 1397500080 1 BARKER SHARON (TILL) I� MAY RONALD G I I 1397500070 x 1397500060 Ui I x 29 100 I CAROLWOOD j I W I w l I I 1 I Q Q 1 0 I EX SECTIO LINE (TYP) ZMON IN CASE I 1J" BRASS DOME 3X3 CNC 0.5 DOWN - SE 143RD ST MON IN CASE 1 BRASS DOME IN 4X4 .4" DOWN 37555 30' FRONT/GARAGE 20' COMBINED SIDE 20' COMBINED SIDE ADJACENT STREET (TYP.) ADJACENT STREET (TYP.) I 7.5' MIN 7.5' MIN + L 25' REAR 1 RECORD DRAWINGS AS BUILT TJS 10/10/22 BJT s"wE"m' DESIGN RK BENCHMARK DRAWN: RK DATUM DOMEDIN CONCRETE MONUMENT IN BRASS DOMESS FOUND�INARK 4X41 0.4 F " CHE. HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT' NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. REVISION BY DATE APPR wPR°�DB'JT ABBREVIATIONS: COYLE ROBERT 1 1397500050 UE UTILITY EASEMENT (ALL UTILITIES PUBLIC AND PRIVATE) SDE PUBLIC STORM DRAINAGE EASEMENT PSDE PRIVATE STORM DRAINAGE EASEMENT WLE PUBLIC WATERLINE EASEMENT SSE PUBLIC SANITARY SEWER EASEMENT PSSE PRIVATE SANITARY SEWER EASEMENT SWE SIDEWALK EASEMENT R/W RIGHT-OF-WAY BSBL BUILDING SETBACK LINE SF AC ACCRE(S) UARE FEET CALL BEFORE YOU DIG: PAT JUD JOINT TU EC DRIVEWAY CESS CT 1-800-424-5555 SMALL, 1 "=40' "�"� D IW199, CITY OF • RENTON ONE INCH AT FULL scaE DATUM Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY A. F. TAL 7 � 0 z � J 1423 27 ��F' �F�� � NA L 0/10/20 V C O v O � � 4) � .� O 0 c � m C Lu c O N M C aCO3N m �a� alltn L0 i i O Ln 4-7 N /c�v W U r a) Y N �'t R-418805 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT HORIZONTAL CONTROL PLAN EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 4 H H M O O O ccc H H �Z 1% Q J iZ ~ N 0) O T N v) O ` DATE 10/10/2022 � m O FIELDBOOK: PAGE: DRAINING NO, Lij cn M SFEET: 5 OF: w 7 00 00 0 0 Q O 73 N N 0 N \ N Q) E \ 0 0 N a) i N 0 0 CD N M I. 0 20' 40' 80' SCALE: 1 "=40' KING COUNTY R-4 �Gi G �` _ ■ 0 00 vNGR PEX STREET "\ SIGNAL (TYP) SIGNAL POLE _ i c� i FORRESTOR MARK 1463400081 KING COUNTY R-4 j r I.. i 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 �0 EXISTING TREE TO REMAIN EXISTING MAJOR CONTOUR •330 EXISTING MINOR CONTOUR ..... ...... jll M f - �� T�cC ��/1TC/1T1/1A 1 V CVA 1/'1TC. 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 SHEET 37 TO 39 . TREE PROTECTION FENCE* SEE FENCING AND SIGNAGE DETAIL ON SHEET 39 MINIMUM ROOT PROTECTION ZONE. 1 SEE SHEET 38 AND 39 FOR MORE DETAILS. SPECIAL KEYNOTE: *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY TREE SOLUTIONS INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES. PLACEMENT OF TREE PROTECTION IS BASED OFF OF EXISTING DRIPLINES AND MINIMUM ROOT PROTECTION ZONE SPECIFIED IN THE TREE PROTECTION REPORT. 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 PREPARED BY TREE SOLUTION INC FOR MORE DETAIL. APPROVED TREE PROTECTION PLAN IS LOCATED ON SHEETS 37 TO 39. TREE NOTES: TOTAL EX ONSITE TREES (MINUS TREES IN R/W) = 212 TREES PROPOSED SAVED TREES (MINUS TREES IN R/W) = 44 TREES ASBUILT TESC PLAN OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SE 143RD ST r%e%l► InTnl lr%-rle%bl 1 nCe%l ICA 1 . F'KL-UUNJ I KUU I IUN MLL I INU. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. NOTIFY INSPECTOR AND CURRENT PLANNING MANAGER TO INITIALIZE TREE PROTECTION WALK THROUGH PRIOR TO ANY ONSITE CLEARING. 4. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE PROTECTION. 5. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 6. CONSTRUCT STORM FACILITY OUTFALL PRIOR TO ONSITE WORK. 7. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 8. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 9. CONSTRUCT SEDIMENT PONDS AND TRAPS. 10. GRADE AND STABILIZE CONSTRUCTION ROADS. 11. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 1 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4» HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NO. REVISION NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 TJS m 12. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 13. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 15. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 16. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 17. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. /10/22 BJT suwEAm' SCN.E: DESIGN ED. DRAWN: RK ONE INCH CHECKED.BJT AT FULL SCALE IF NOT ONE INCH DATE APPR SCALE ACCORDINGLY BIT 1 "=40' INSTALL FILTER SOCK SJOLUND KRISTINA M 2345750120 INSTALL CATCH BASIN PROTECTION SEE PENCE ALAN D & DENISE 1423059030 INSTALL NGPE FENCE SEE SHEET 8 FOR DETAILS LEXI TIM & GINA MARGITH 1423059091 TREE PROTECTION FENCE AND EASEMENT INSTALLED PER TREE RETENTION PLAN ON SHEETS 37 TO 39 CITY OF RENTON R-4 --� —�—F- ... ... . ..y ... I KING COUNTY R-4 3.5' DEEP SEDIMENT TRAP TO BE TEMPORARY 12 LOCATE AS NEED TO ACCOMMODATE STORM PIPE CONSTRUCTION SEQUENCING. SIZED FOR 2.5 AC BASIN. I I MAY RONALD G 1397500060 I COYLE ROBERT 1397500050 I I I I I I e%rlr- %l A I k 1/1Tr. NO SITE DRAINAGE SHALL RUNOFF ONTO ADJACENT PROPERTIES. SILT FENCE REQUIRED ON ALL DOWNSLOPES. NOTE: ALL EX ONSITE UTILITIES, STORM, WATER AND SEWER TO BE REMOVED UNLESS OTHERWISE NOTED. EARTHWORK QUANTITIES CUT- 2,500 Cy FILL- 8,500 CY ST- A500 CY (EARTHWORK QUANTITIES ARE FOR PERMITTING PURPOSES ONLY. CONTRACTOR SHALL VERIFY EXACT QUANTITIES PRIOR TO CONSTRUCTION.) VERIIGN_ NAVD 1 HORRONDIL: NAD 19W 1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. a ., III aMAT /41423 p F�STE�`� S� 'NA L D/10/20 V E C v O o � .E 0 C Lu c � N M ad031N L\ Ln O LO +S N N /c�v W U � r (1) Y R-418806 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT TESC PLAN EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 M O CD Q J ~ N 0) O T N = v)7O ` DATE 10/10/2022 � m 0 FIELDBOOK: PACE: DRAWING NO, W �U cn m SHm 6 OF:47 co 00 T— I 0 0 O L� W 73 w m Q Q v) o- 0 U Q N 66 N N CD N N rn a� E a a) 0 0 I rn r- co N rl- Qo N V 0 CD DATUM N HORIZONTAL DATUM: NAD '83/'91 ASBUILT TESC NOTES AND DETAILS OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON EROSION AND SEDIMENT CONTROL {ESC) STANDARD PLAN NOTESi T14E FOLLOWING IS A LISTING OF GENERAL NOTES TiiAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL EESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER. HEREBY RE:FERREO TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER- THE APPLICANT SHALL N07 RENUMBER NOR E017 THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECT, C A! EPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. I- BEFORE ANY CONSTRUCTION OR OEVELdPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR 2. THE APPLICANT 1S RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMEN7 OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT. IF FF IS RE420RED FOR THE PROJECT THE APPLICANT SHALL PROVIDE THE CITY CMES OF ALL MONITORING REPORTS PROVIDED TG ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEWENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POS7•PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS - THE 13CUNDARIES OF THE CLF_�AHING LIMFTs, sE NSITIVE AREAS AND THEIR BUFFlmRs, Atoll AREAS cW VEGETATION PREs@RVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN{S1 SHALL BE CLEARLY DELINEATED BY FEHCFNG AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE Cary OF Rl-zNTON SURFACE WATER DE&GN MANUAL (RENTON SWYDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERICC. NO DISTURBANCE BEYOND THE GI-EARPNU LIM FIE SHALL BE PERMFITED. THE CLEARING LIMITS SHALL 8E MAINTAI NFO BY THE APPUCANTIESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACT{ -CUT TO ROAD RIGH7 OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT, IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANFD THOROUGHLY AT THE ENE) OF EACH DAY, OR MORE FREOUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE 13. WASHOUT FROM CONCRETE: TRUCKS SHALL HE PERFORMED OFF SFfE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. UO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. CN•SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REOUfRED ESC RMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANDIOR CONSTRUCTION TO PREVENT TRAkJSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYST€MS AND ADJACENT PROPERTIES ALL ESC RMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANDIOR CONSTRUCTION IS COMPLETE AND POTENT [At FOR ON -SITE EROSION HAS PASSED. ALL ESC RMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS SEEN STABIUZED TO ENSURE PCITENTIAL FOR CN-SITE EROSION DOES NOT EXIST THE IMPLEMENTATION, MAINTENANCE REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SMALL BE THE RESPONSIBILITY OF THE APPLICANT S. ANY HAZAft=US MATERIALS OR LIUUID PROUDCTS THAT HAVE THE PDT ENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9 THE ESC RMPS DEPICTED ON THIS DRAWING ARE INTENDFD TO HE MINIMUM REDUIREMENTS TO MFZ7 ANTICIPATED SITE CONDITIONS, AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE- THE APPLICANT SHALL ANTICIPATE THAT MORE ESC RMPS WILL BE NECESSARY TO E14SURE COMPLETE SILTATION CONTROL ON THE PROPOSED SETE. DURING THE CCURSE: OF CONSTRUC-TION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO AiDDRESS ANY NEW CONDITIONS THAT MAY BE CRF..ATED BY THE ACTNITIES AND TO PROVIDE ADUMONAL ESC BMPS, OVER ANDABDYE MINIMUM kI=OUIREMENTS, As MAY BE NEEIIEO, TO PROTECT AOJACEIIT PTTOPImFmES AN 13 WATER QUALTIv al:m THE RECEIVING DRAINAGE SYSTEM_ 10 APPROVAL OF THIS PLAN Ili FOR ESC ONLY. IT DOES NOt CQNSTMUM AN APPEtovAL OF STORM DRAINAGE DESIGN, SIal= NOR LOCATION OF PIPE$, krt"ICTORS, CHAN?4tk S, OR STDRMWAT€R FACILITIES- 11 ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCT1C&I OF STORMWATE R FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 12 ANY AREAS OF EXPOSED SOILS. INCLUDING ROADWAY EM11ANKMENTS, THAT WILL N❑T BE DISTURBED FOR TWO DAY9 CURING THE WET SEASON IOCTOBER IST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON IMAY 1ST THROUGH SEPTEMBER 00TH; SHALL BE IMMEDIATELY STABILIZED WTTH THE APPROVED ESC COVER METHODS {E G.. SEEDING, MULCHING, PLASTIC COVERING, ETC,I IN CONFORMANCE WITH APPENDIX 0 OFTHE RENTON SWDM 13 WET SEASON ESC REGuIREMENTSAPPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBEk 1ST AND APRIL MTN, UNLESS OTHERWISE APPROVED BY THE CITY- 14 ANY AREA NEEDING ADOFTICNJLL ESC MEASURES, NOT REQUIRING EMMEDiATE ATTFNTICN, SHALL C3E ROf7RESSEb WITHIN SiirVFN (?) DAYS 15. THE ESC RMPS ON INACTIVE 8iTE6 $HALL RE INSPI=CTED AND MAWAINM AT A MINIMUM OP ONCE A MONTH CA WITHIN Z,7 HOUR$ FOLLOWING A STcam EVENT - INSPECTION AN13 MAINTENANCE SHALL OCCUR YOREE rREQUENTLY AS REQUIRED BY THE CITY. 15 13EFORE COMkAENCEMENT OF ANY rONSTRUCTKM ACTIVITY. CATCH EU451N lN5F:RTS PER THE CITY STANDARD PLAN 21630 SHALL BE PROVIDED FOR ALL STORM BRAIN INLETS DOWNSLOPEE AM WITHIN 500 FEET OF A 0I$TURE3EJ) OR CONSTRUCTION AREA, UNLESS TKE RUNOFF THAT ENTERS T}IE INLET WILL. I}E CONVEYED TO A SEDIMENT POND OR TRAP ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FlJLLY FUNCTICNING CONDITION. 17 AT NO TIME SHALL SEDIMENT ACCUMULATION ExCEED 2r3 OF THE CAPACITY OF THE CATCH BASIN SUMP- ALL CATCH BASIN$ AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING THE CLEANING OPERATION SHALL NOT FLUSH SEOIMFNT-LADEN WATER INTO THE DOWNSTREAM $YSTEM. 13. ANY PERMANENT STORMWATER FACILITY LCWAT1CN USED AS A TEMP❑RARY SI=TTLING BASIN SHALL HE MODIFIED WITH THE NI=CESSARY ESC EIMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPAGFFY. IF THE TEMPORARY FACILITY IS TD ULTIMATELY FUNCTION A$ AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALI, BE ROUGH GRADED $0 THAT THE BOT70M ANES SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL QRADE OF THE PERLWNF ENT FACILITY 10 AREAS DESIGNATED ON 711E PLAN(S) CONTAINING EXISTING STORMVIATER FACILITIES OR ON -SITE SNIPS (AMENDED SOILS, SIORETENIION, PERMEABLE PAVEMENT ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC RMPS TO AVC110 SEDIMENTATION AND COMPACTION DURING CONSTRUCTION 20. PRIOR TO THE BEGINNING 0f THE WET SEASON IOCTOBFR 1ST]. ALL DISTURBW AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARA710N FOR INN. WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDE- D WITHIN ONE WEEK O THE BEGINNING OF THE WET SEASON. AN ExHIBIT OF THOSE AREAS TO DE SGDOEO OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBUFTED TO THE CITY FOR REVIEW 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE ALL ESC BAPS SHALL BE REMDVED, AND 5TORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMP$ SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION ALL DISTURBED AREAS OF T"E PR0.IECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED AT A MINIMUM. DISTLIR8E0 AREAS SHALL N SODDED OR SEEDED AND MULCHED TO ENSURE THAT SLFFICIENTCOVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO SE LANDSCAPED BEFORE OCTOBER sST. 12 ROCKERIES ARE CONSIDERFJ) TO BE A METi i)OOF BANK STARILIZATIOM AND EROSION CON7RCK-- ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALL$. ALL ROCKFRIFS IN CITY ROAD RIG HTS-OF�wAY SHALL AE OONSTRUCTE D IN AGCOROANCE WITH CFTY STANtIARG9- ROCKERIES OUTSH)P dF ROAD RI0HTavF-WAY SHALL 13F CoN >tRUOTEP 1N AOGDRDANOE WITH THE INT"NATIONAL BUILDING CODE UNLESS DTHT.RVASE N13TED DRAWING li NOT TO SCAB I?ITSI STD. PLAIN - Z68.00 % - * PUBLIC WORKS EROSION AND SEDIMENT CONTROLITR a; DEPARTMENT L�AZ9/28/201<8 ] STANDARD PLAN NOTES DATF :45 Ah BEST MANAGEMENT PRACTICES (BMP) ALTERNATIVES MULCH MATERIAL DUALITY APPLICATION APPLICATION DEPTH OF REMARKS STANDARDS /VW SIP /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 BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. RECORD DRAWINGS AS BUILT REVISION FILTER FABRIC FENCE INSTALLATION NOTES: 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 PER RSWDM (D.2.1.2.13) % WEIGHT % PURITY % GERMINATION CHEWINGS OR RED FESCUE FESTUCA RUBRA VAR. COMMUTATA OR 40 98 90 FESTUCA RUBRA ANNUAL OR PERENNIAL RYE 40 98 90 LOLIUM MULTIFLORUM OR LOLIUM PERENNE REDTOP OR COLONIAL BENTGRASS AGROSTIS ALBA OR AGROSTIS TENUIS 10 92 85 WHITE DUTCH CLOVER TRIFOLIUM REPENS 10 98 90 TJS 10/10/22 BJT s'IwE"m' DEM RK MAwN: RK cHE BJT BY DATE APPR BJT N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1 HORIZONTAL• NAD 19W 1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. CD co M O O O CV N CD O O O I Q � /41423 p �� F,��STrc�`� S1-6NA L D/10/20 V i 0 v O 5 m C � li L u c � N M a000N �a1.0 t 0 � � L.. i O Ln 4-7 N Lo /c�v W U r a) Y �'t IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J ASBUILT TESC NOTES AND DETAILS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 ~ N Cy) O T CV LnO z ELATE 10/10/2022 � m IIELDBOW- 0 PAGE DRAININO NO, Ljj �U SHEEN 7 OF: w 7 cn m cx) 00 I 0 0 N N CD CD CD m DocuSign Envelope ID: 6EECF586-602A-4E4A-B436-A317AA638878 "mr...'all-Neam SECTION A L A L = THE D/STANCE SUCH THAT POINTS / A AND B ARE OF EQUAL ELEVATION BOTTOM OF DITCH 18' MIN. ASBUILT TESC NOTES AND DETAILS OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NOTES: 1. CONDITIONS OF USE 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1 2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT 2. MAINTENANCE STANDARDS 2_1 ANY SEDIMENT DEPOSITION OF MORE THAN 6INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.1 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 15 NOT TO SCALE (NTS) STD. PLAN - 217.40 PUBLIC WORKS PPR °i DEPARTMENT DITCH CHECK DAMS GqZ 9/28/2018 I DATE DocuSign Envelope lD:6EECF586-602A-4E4A-B436-A317AA638878 2 2 MAx _ LEVEL BOTTOM kiAX 1 12' MIN 2' MIN. +� -� SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES: 1. CONDITIONS OF USE 1 1. REQUIRED A7 1 1 1 THE TOP OF ALL SLOPES IN EXCESS OF 3H 1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW, AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H-1V (OR LESS) 3_5 % 3DO FEET 00 TO 20)H.-1V 5-10% 2DO FEET (4 TO 10)H-1V 10-25% 100 FEET (2TO4)H:/V 25.5D% 50FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2A FOR SLOPES STEEPER THAN 2H.1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VE! 01-ITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 31 DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2 IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF. THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. STD. PLAN - 217.10 PUBLIC WORKS DEPARTMENT INTERCEPTOR SWALE GqZ 9/28/2018 I DATE :45 AN :45 AN DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF586.602A-4E4A.B436-A317AA638878 DRAINAGE GRATE SEDIMENT AND DEBRIS FILTERED I WATER -J SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) BELOW INLET GRATE DEVICE s^ MAx. TWIN OVERFLOW BYPASS BELOW INLET GRATE DEVICE RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS(TYP) ISOMETRIC VIEW NOTES: 1, PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 50D FEET OF A DISTURBED OR CONSTRUCTION AREA. UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3- THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS), 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL, 7 PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(16). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISF NDTED. DRAWING IS NOT TO SCALE (NTS) VRI STD. PLAN - 216.30 PUBLIC WORKS "Pa .m DEPARTMENT CATCH BASIN INSERT GqZ 9/28/2018 I DAR 4' MIN, 12'OVERFLOW /T DEPTH 2`- 4^ ROCK DEPTH OUTFLOW CHANNEL IF 24' MIN. SETTLING DEPTH CONSTRUCTED BY 0 EXCAVATION ~ � r \ 3.5'T S, �--� S MAX `- 1 FILTER FABRIC FENCING 1.5' MIN SEOIMENI STORAGE 12^ DEPTH 3''4" - 1 112^ WASHED GRAVEL CROSS SECTION 1 NOTES: I MAYBE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM '.INLESS OTHERWISE NOTED, DRA WING IS NOT TO SCALE (NTS) STD. PLAN - 211.00 i_ PUBLIC WORKS m ° DEPARTMENT SEDIMENT TRAP GqZ 9/28/2018 1 DATE :45 AN :45 AI DocuSign Envelope lD:6EECF586-602A-4E4A-B436-A317AA638878 Eyy5j1NC'ROk7GV \ R = 25' MIN 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 16 MIN PROVIDE FULL WIDTH OF T INGRESS(EGRESS AREA 12' MIN. THICKNESS J NOTES: I.CONDITION OF USE / 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. 12 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 ACCESSPARKING, BASED ON LOT SIZE)CONFIGURATION, 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1, A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS. GRAB TENSILE STRENGTH(ASTM D4632) 200 LBS. MIN GRAB TENSILE ELONGATION (ASTM D4632) 30%MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LSS MIN ADS (ASTM D4751) 12G45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. Moo FUEL (WOOD BASED MULCH) MAY SUBSTITUTED FOR OR COMBINED WITH QUARRY SPACES IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUBGRADE THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 32 IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED, THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3, ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4, ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UPON 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 (NTS) STD. PLAN - 215.10 PUBLIC WORKS APPROVED DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 DATE 1 RECORD DRAWINGS AS BUILT TJS 110/10/22 BJT 511WE"M' DEM RK BENCHMARK DRAWN: DATUM DOMEDIN CONCRETE MONUMENT IN BRASS DOMESS FOUND�INARK 4X41 0.4 CK CHERK HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. REVISION BY DATE APPR 'IPR°VMBJT N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NDR¢oNrAL NAD 1919 83 1991 DATU M I IJ V/1. V/1LV/11NILLU TTIRL I I II II I,�I STEEL FENCE POST 6' HIGH MIN. u NOTE: 1: CLIP FENCE TO GALVANIZED WIRE @ 5 FOOT ON -CENTER SPACING 2. WIRE FENCE TO STEEL FENCE POST TEMPORARY N.G.P.E. FENCE DETAIL NOT TO SCALE :45 CALL BEFORE YOU DIG: 1-800-424-5555 AaaibiiI CI TY OF RENTON Planning/Building/Public Works Dept. 3. AL O z � J 1423 o�F /ST� ss/DNA L 0/10/20 C 0 YI L O •� /m/omI� if C L u c: � N M � C QOC)ON Q Ln O LO /c�v W U CO r a) Y N R-418808 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT TESC NOTES AND DETAILS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M T� V J CD 0 O O Q V J O O O I J ~ N O T N �O z DATE 10/10/2022 m F-- 0 FlELDB001C PACE DRAWING N0: �w Ln cd SFEET: N / 0 0 CD N M I. N I ASBUILT DETAILED GRADING PLAN OF EDENFIELD PLAT (SUMPTER) A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON KING COUNTY WASHINGTON © NO PARKING SIGNS WITH DOUBLE HEADED ARROW PER > > MUTCD R8-3 (MOD) TO BE INSTALLED BY THE DEVELOPER. I • O 0 20' 40' 80' 0 I SCALE: 'I "=40' LL CID I Ili -----------L---- KING COUNTY R-4 NONIS JACOB & MORGAN •I•' • • .,,, 2345750130 ' 1423059023 m o ,, ; ; •'3� III I 32.'' 00 LOCK AND LOAD o I IG, I RETAINING WALL (TYP) o - TW=373.5 EX DRIVEWAY / f�oBW=P37..6TW=373.8 2 TW=373.9 1.4 .s W374.1BW=373.2 P.... BW=372.5 BW=372.5 P TW=37I 7.8 7 7W=ZB W P uIIr=I m= ¢ ---- ----- I Q o w i ---- o _ 37 _ - _ A�2�1O\P�- > Q ; - TRACT B �.... o V. SHARED DRIVE \� ', ... ... \�p - --- ..•••'''. •,.•. ... Cam.. . i. I I P � i�A`..T.r•v.i. SLM ,. . •L i • // � II t�i%fir»!:^: I � ..... � I •:,;y I I TW=384.7 �� I I.;, I 3.9 BW=380.8 I A ✓I "i I I BEARING PAD 10 ELEVATION (TYP) 4 5 00 TRACT A I I I DRAINAGE FACILITY I.,.....,... FORRESTOR MARK 1 i I �� 374.60 I :: 1 2 3 4 1463400081 .3j2 ; 374.40 I 376.10 5 I I 1:: � 374.80 I�. TW=380.8 379.80 I LOCK AND LOAD 5 3 BW=375.5 383.70 TREE PROTECTION FENCE AND 3 I EASEMENT INSTALLED PER TREE RETAINING WALL (TYP) 6•0 gW 3808 4 8 RETENTION PLAN ON SHEETS 37 TO 39 37s..........I-— TW=382 •,cv II _� I 382 _ s.o BW=,) KING COUNTY R-4 I II I _ ... _ - II / \ \ / 3 "- a) W U J En w U 01Q L Q r U Q O 13 ..... 4 111 1\I LOCATIONS ARE AS PER SHOWN ON THE PLANS. PS NO PARKING SIGNS WITH DOUBLE HEADED ARROW PER MUTCD R8-3 (MOD). AFFIX SIGN TO STREET LIGHT PER COR STD PLAN 129 W/ SIGN ORIENTED 45 DEGREES FROM STREET. BANDS SHALL MATCH STREET LIGHT COLOR. INSTALLATION OF SIGN SHALL BE DONE BY THE DEVELOPER. LOCATIONS ARE AS PER SHOWN ON THE PLANS. ROAD NAME SIGN AND STOP SIGN SHALL BE PER STD PLAN 129 AND 137. ® RETAINING WALL NUMBER SJOLUND KRISTINA M U O a 2345750120 PENCE ALAN D & DENISE • • . • 1423059030 11:1:4 =1111=1611*011101ZII' *0z1011=E 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 37 TO 39 . TREE PROTECTION FENCE* SEE FENCING AND SIGNAGE DETAIL ON SHEET 39 MINIMUM ROOT PROTECTION ZONE. 1 / SEE SHEET 38 AND 39 FOR MORE DETAILS. SPECIAL KEYNOTE: *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY TREE SOLUTIONS INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES. PLACEMENT OF TREE PROTECTION IS BASED OFF OF EXISTING DRIPLINES AND MINIMUM ROOT PROTECTION ZONE SPECIFIED IN THE TREE PROTECTION REPORT. 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 PREPARED BY TREE SOLUTION INC FOR MORE DETAIL. APPROVED TREE PROTECTION PLAN IS LOCATED ON SHEETS 37 TO 39. TREE NOTES! TOTAL EX ONSITE TREES (MINUS TREES IN R/W) = 212 TREES PROPOSED SAVED TREES (MINUS TREES IN R/W) = 44 TREES ` PS 4 MAX WALL HEIGHT CITY OF RENTON R-4 IS PERMITTED WITHIN . r \\ THE 30' FRONT LOCK AND LOAD --� YARD SETBACK 9 gW= RETAINING WALL (TYP) \ 382 3 rr. �_8 __4 - \ TW=381.4 TW-383.1 I BW=381.3 - 18 I lu O � S P I...I PS �80.......... \ .7 % II \... \ , n \s 380.30 icy kpv O / ILLUMINATION POLE \ \ SEE SHEET 1 L-01 \� \ FOR MORE DETAIL --- - - ' \ s \ \ \ I 384.80 �'*�cU ` ......? I 1 a.o TW_381.3 37g BW=377.3 I i ,. i I 5.o TW=382.5 8 \� _ BW=377.5 I I I I 378.90 o �430 00 ��_ �. L' CI _ 1376 J�.. ,f o .x �� / , - y I �� �. ..380...... ..1. a TY OF RENTON R 4 _ _ _ /' o \ J i 3� _\� I KING COUNTY R-4 0 ... _ �,- I TREE PROTECTION FENCE AND I I \ k \ t -�'� '�`. �� \ _ •., - I I EASEMENT INSTALLED PER TREE I I EX TREES TO BE 4' MAX WALL HEIGHT IS TW- I RETENTION PLAN ON SHEETS 37 TO 39 I SAVED (TYP.) I PERMITTED WITHIN THE o.o BW I I I 1 30' FRONT YARD SETBACK 00 I I I 'Xl' I I .•• "" w CROW SCOTT MATTHEW I I 1 1397500100 1 MCGAHA RONNIE D I I m I I 1397500090 I KING COUNTY-WLRD SWS I I I I i 1397500110 I OBERENDER DALE C& MONICA 11 I 1 I 1397500080 29 00 ; '•, 1 I I I I I 1 - I 10' UTILITY EASEMENT 34' TRACT 5' 5' 9.5' w J SIDEWALK PLANTER o 0.5' X SHOP 1.5% 4" THICK CEMENT ---/ SHARED DRIVEWAY (W/ WALL) CONCRETE SIDEWALK WITH 4" CRUSHED ROCK BASE NOT TO SCALE BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. 9 5' NOTES 1) SEE SHEETS 28 AND 29 FOR DRIVEWAY ENTRANCE DETAIL. 2) DRIVEWAY WIDTH PER RMC. MIN 5' SEPARATION OF DRIVEWAY FROM ADJACENT PROPERTY LINE 2% LOCK AND LOAD PROPERTY LINE 4:1 RETAINING WALL 3) SOIL AMENDMENT SECTIONS TO ALL DISTURBED SOILS PER DETAIL ON SHT 29 GRADING NOTES 1) CLEARING AND GRADING OF THE PROPERTY 6" COMPACTED DEPTH HMA CLASS B ASPHALT SHALL BE LIMITED TO MAY 1 TO SEPTEMBER 30. 1 1/2" COMPACTED DEPTH TOP COURSE SPECIAL NOTE -4 1/2" BASE COURSE WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED FROM THE BOTTOM OF THE BASE ROCK TO THE TOP OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP OF WALL. RECORD DRAWINGS AS BUILT I TJS 110/10/22 BJT S"RVE"M. umm RK MAW RK cHE BJT DATE APPR wPRov JT REVISION BARKER SHARON (TTEE) 1397500070 II I � I � -- I I �i II I W 1 co (un I Iw II Of /�/� p w 00 J L0 I �N I w "U I to ¢ I I MAY RONALD G 1 1397500060 1 I OUTFALL PROTECTION 12'x7.5' 1 RIP RAP PAD (2' THICK) 1 I RESIDENTIAL CURBCUT DRIVEWAY TYPE RIB TABLE DRIVEWAY LOT NO. ROAD NAME WIDTH STATION 1 STA 23+40.53 TRACT B - SHARED DRIVEWAY 16' 2 STA 22+70.53 TRACT B - SHARED DRIVEWAY 16' 3 STA 22+00.53 TRACT B - SHARED DRIVEWAY 16' 4 STA 21 +30.53 TRACT B - SHARED DRIVEWAY 16' 5 STA 20+60.53 TRACT B - SHARED DRIVEWAY 16' 6 STA 20+24.53 TRACT B - SHARED DRIVEWAY 16' 7 STA 11 +24.71 ROAD A 16' 8 STA 10+56.65 ROAD A 16' *INDIVIDUAL LOT NOTE: THIS PROJECT HAS SET A MAXIMUM IMPERVIOUS SURFACE OF 4,000 SF PER LOT. A RESTRICTIVE COVENANT WILL BE PROVIDED ON THE FINAL PLAT. 1 "=40' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD IM HORDON'rAL• WD 19W 1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 + CITY OF RENTON Planning/Building/Public Works Dept. TOP OF WALL ELEVATION (TYP.) TW=396.7 kEXPOSED BW=396.2 HEIGHT OF WALL (TYP.) EXPOSED BOTTOM OF LEXI TIM & GINA MARGITH WALL ELEVATION (TYP.) 1423059091 jf A 0 10 TREE PROTECTION FENCE AND EASEMENT INSTALLED PER TREE RETENTION PLAN ON SHEETS 37 TO 39 CITY OF RENTON R-4 KING COUNTY R-4 COYLE ROBERT 1397500050 TA' - 1 � A. 0 Z J 1423 S T NA L 0/10/20; O t� Vf _ O 7 .� Z3 (0 C Z C W c � N M a05N LO 0 L0 4-7 f V N W V N r Y R-418809 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT DETAILED GRADING PLAN EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H H O O Q J ~ N 0) O T N = �7O ` DATE: 10/10/2022 � m p HaDOOM PACE: DRAWING NO: W �USFEET: GF:4/ III MISIFA•I01r_l1 0 25' 50' 100' SCALE: 1 "=50' VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' �z N N 0 N Q0 N rn ai E \ 0 3 N I rn r N / Q0 N / O O CD tZ m LL 385 375 370 0 25' 50' 100' 3W SCALE: 1 "=50' VERTICAL 0 2.5' 5' 10' W5 SCALE: 1 "=5' 0 375 370 ASBUILT SITE CROSS SECTIONS OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON r z co z JIS J w WALL z¢ — — — o / ry w U 0 cl� 0 O CD r? 0 cl� CD O C0 00 ^ F, 00 0 CA r- c0 r^ r Cli P7 r-00 r O 00 00 00r- 00 MM M �M M �M , 11M �M M M M �M M r�M ij nM [7© 0■::1 F ate! lam: � l� 1���:���lo>+7a�z�y:�:n»■:�ra■;a l�■�a �a�! !!a 1�,� l���ia■WI■3i1f■7!!� C�■� �■�! !! h'���1�����lli■RJl��! l��� ��_1► I u>■ ��LU1■ :1 a rd I � I I ► [e>■�r� lam! !��■ �IlR1111��}t���liil�! !��■ i!0l��■�Iiii�il�IAiYi�ii1���! la��� ■ ■3iiCilr�iYr'�ii7�!!�! SECTION B-B HORIZ. 1 "=50' — VERT. 1 "=5' SECTION A -A HORIZ. 1 "=50' - VERT. 1 "=5' HORIZONTAL ` 0 25' 50' 100' 390 SCALE: 1 "=50' VERTICAL 385 0 2.5' 5' 10' 385 SCALE: 1 "=5' 0 375 370 0 375 370 o: 0 m EO c0 P7 cq � � lO N 0 r-M I^7 r7M M 1 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNC DATUM DOMEDIN CONCRETE MONU4M NRASST N BRASS DOME HNARK 4X410.4 HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 N0. REVISION NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 SECTION C-C HORIZ. 1 "=50' - VERT. 1 "=5' TJS 10/10/22 BJT SURVEYED. DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APP: BJT HORIZONTAL 3W 0 25' 50' 100' Ong SCALE: 1 "=50' VERTICAL W5 0 2.5' 5' 10' 3E SCALE: 1 "=5' 3W 375 375 370 370 W5 sc�u E H 1 "=50' V1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL* NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M 0 375 370 SECTION D-D HORIZ. 1 "=50' - VERT. 1 "=5' CALL BEFORE YOU DIG: 1-800-424-5555 .Aoutib6k CITY OF RENTON Planning/Building/Public Works Dept. KT:L� 375 370 F. TAL� 0 Z 1423 NA L D/10/20 V G C v O m C � C W c N N M < 05 N t *14 �L0 i O L0 a-7 N N /m W U r Y �4 R-418810 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT SITE CROSS SECTIONS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H H O 0 0 a� Q O O O Q J ~ N 0) C T N LnO z DATE 10/10/2022 �-- m 0 FlELDB001C PACE: DRAWING NO. �w cn SHEET: 10 OF. - 471 O Cn 73 N N 0 N Q0 N a) E 0 3 +s i rn N / Q0 N / 0 0 0 N M I. N 0 20' 40' 80' SCALE: 1 "=40' KING COUNTY R-4 A nN r CONNECT TO E vlc` j ,. G�! PR� /off 8„ WATE 5 M\NOR � ?` SCH 80 PVC fEX` OVERHEAD WIRING 21 FOR SIGNAL TO BE RELOCATED UNDERGROUD SIGNAL POLE -- -PER WSDOT STANDARDS �[/ SIGNAL POLE CONNECT TO EX c 21 � O, 8" SEWER - MH664 EX SIGNAL HEAD AND PUSS-H :. TO BE RELOCATED TO NEW `, ••'..I POLE. EX POLE TO BE REMOVED I ' KING COUNTY R-4 W I f • • • � I FORRESTOR MARK W � ,�; ••. •. 1463400081 ' � ••.• Q a I I �w ' J "I' � o I� o r I I I 6 EX 8" SEWER �I B ASBUILT COMPOSITE UTILITY PLAN OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON EX__�JW *INDIVIDUAL LOT NOTE: THIS PROJECT HAS SET A MAXIMUM IMPERVIOUS SURFACE OF 4,000 SF PER LOT. A RESTRICTIVE COVENANT WILL BE PROVIDED ON THE FINAL PLAT. NOTE: PROPOSED IMPROVEMENTS SOUTH OF THE PLAT BOUNDARY ARE WITHIN KING COUNTY. RIGHT OF WAY PERMIT MUST BE OBTAINED FROM KING COUNTY FOR THE ASSOCIATED WORK. —J — — — — — — — — — — — — SAWCUT LINE (TYP) -CONNECT TO EX 8" WATER SJOLUND KRISTINA M 2345750120 DMINIll JP,ARVIV l I I CC) 1397500070 UTILITY CROSSING NOTES: 1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. 2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND OTHER UTILITY LINES AT CROSSINGS. ELSE ETHOFOAM PAD WILL BE PROVIDED. UTILITY SEPARATION NOTES: 1. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS AND A MINIMUM 7 FOOT SEPARATION BETWEEN SEWER AND ALL OTHER UTILITIES. 1 RECORD DRAWINGS AS BUILT TJS 110/10/22 BJT Sull DESIGN ED. BENCHMARK DRAWN: RK DATUM DOMEDIN CONCRETE MONUMENT IN BRASS DOMESS FOUND�INARK 4X41 0.4 Cll HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. REVISION BY DATE APPR Al BJT 1 "=40' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PENCE ALAN D & DENISE 1423059030 `FRENCH DRAIN. SEE DETAIL ON SHEET 15. CITY OF RENTON R-4 IE = 370.80' I OUTFALL PROTECTION 12x7.5' tij RIP RAP PAD (2' THICK) 1 I j W II I IE = 370.51' I I II EX 12" STORM MAY RONALD G W N ;�.r 1397500060 w I J EX 8" WATER I �_-- 0 � I r SPECIAL NOTE: SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN FEET INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION DEVELOPMENT. WALL DRAIN KEYNOTES: �1 CONNECT FOOTING DRAINS. 2❑ DAYLIGHT WALL DRAIN VERTICAL- NAVD, HORRON`Il NAD I W ,99, DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. LEXI TIM & GINA MARGITH 1423059091 TREE PROTECTION FENCE AND EASEMENT INSTALLED PER TREE RETENTION PLAN ON SHEETS 37 TO 39 CITY OF RENTON R-4 KING COUNTY R-4 COYLE ROBERT 1397500050 /41423 p D/10/20 V E C V d% 7 � _c � .� O (0 Lu c O N M C QOcON � 1C14 Q Qq i Ln W V r Y 1-t R-418811 &mmi S-418801 ini rnnnIDi innirF XnnTu riTv nG RGnirnni eTnninnrzne ASBUILT COMPOSITE UTILITY PLAN EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M M O O O O O7 ccc r CD O O Q J ~ N 0) O T N v)O z DATE 10/10/2022 � m 0 FIELDBOOK: PAGE: DRAWING NO, �w i cn m SHEEN H 011 00 00 r- O 0 Q O N N O N 0 CD Q) E 0 0 I rn N / O O CD N M I. KEYNOTE: SPOT ELEVATION AT O BACK OF WALK, CENTER OF DRIVEWAY. ❑1 CONNECT WALL DRAIN TO STORM LINE. QCONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. PS NO PARKING SIGNS WITH DOUBLE HEADED ARROW PER MUTCD R8-3 (MOD). AFFIX SIGN TO STREET LIGHT PER COR STD PLAN 129 W/ SIGN ORIENTED 45 DEGREES FROM STREET. BANDS SHALL MATCH STREET LIGHT COLOR. INSTALLATION OF SIGN SHALL BE DONE BY THE DEVELOPER. LOCATIONS ARE AS PER SHOWN ON THE PLANS. ROAD NAME SIGN AND STOP SIGN SHALL BE PER STD PLAN 129 AND 137. 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 UTILITY CROSSINGS: QIE 12" SD=375.37 T/P 8" W=373.11 QIE 12" SD=375.34 T/P 8" SS=369.55 QIE 12" SD=376.80 T/P 8" SS=369.07 QIE 12" SD=377.32 4 T/P 12" SD=375.82 AIE 12" SD=371.08 T/P 8" W=370.08 *SEPARATION IS LESS THAN 1.5', REQUIRES GEOFOAM f 385 97-11 375 370 355 KEYNOTE: Oj STA 11 +90.32 BEGIN HALF STREET GRIND AND OVERLAY OSTA 11 +90.32 END HALF STREET AND BEGIN FULL STREET GRIND AND OVERLAY OSTA 12+44.19 END FULL STREET GRIND AND OVERLAY 0EXISTING 00 M 4"-20 a ' 14 „_ - / » RW- - w LL_ - - -0 CENTERUINEE / j 3 - - - 2 DI 5 CB $ _ f f PR VAT E) TYPE-2 " » - f - 12.4�f RT - f f -_ - 3TAf f GRADE O) 00 00 6) O � a0 N a0 ul � CD C14 CID r7 MLn r CD N D ui 00 (6 00 ^ O a0 rnO) 0 p ff.) C r� wi oo M M j M C K) � M M 0000 oo M rr) � M ro 1-m 1 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. REVISION 12+00 TJS 10/10/22 BJT s'"w"m' DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: BJT -.L-iJ_17i II I I J I SITE MAP KEY PLAN -bg.?%- ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A OF CB TYPE 2 ADJUST EX CB TO NONIS JACOB & MORGAN EDENFIELD(SUMPTER) PLAT MATCH PROPOSED 2345750130 FLOWLINE RIM=384.00 MATCH EX FRONTAGE A PORTION OF SECTION 14 TOWNSHIP 23 N RANGE 05 E W M 8" PVC MEE& E80.05 (SIDEWALK, LANDSCAPE, CURB) ' .' -' � � � _ EX UNDERGROUND � SSCO EX R W CITY OF RENTON, KING COUNTY, WASHINGTON ` POWER FIRE HYDRANT SEE SHEET 13 -- - - j /#SSEMBLY CB TYPE 1 FOR CONTINUATION S" gg g _ EXfCURB RIM=389.48 ■ ■ I ATCH EG -=EDA 9bo 12" E ADS=386.17 EX 8" WATER WAPATO P ' I • :� � b-�' 3 , 386.90 LSE 0 10' 20' 40' TRACT B _ `� �` SAWCUT MATCH EG - EX MONK LOCAL ACCESS SHARED DRIVE r S�/ �jr•.,LINE (TYP) / II CB TYPE 1 SCALE: 1"=20' e` ° '• •�38455 a EX 8" SEWER II ° • 1 rn - - - _ RIM=389.47 198 LF 12" SD (PRIVATE) °`• \ MATCH EG EX SIGN CR EOA___ . - - - - 12" N ADS=385.57 I It 384.56 cUR$ SSMH TYPE 2 " MA CH EG' "--EX �6 NE PVC=386.13 1 WATER - ^,\ RIM=387.96 12"WADS=385.56 LOCK AND LOAD PROPOSED MAILBOX SERVICE (TYP) ° I; II I �o0 2 /385.77 2 GRIND 8 N PVC=379.46 12" S ADS=385.57 EX TREES TO BE LOCATION. SEE DETAIL /' ;; II / EG AND OVERLAY 8" SE PVC=379.56 SAVED TYP l/ II RETAINING WALL SEE ON SHEET 25 I (TYP) V THIS SHEEN FOR DETAIL ,,. , • 4 4 385.7 EX R W G'o. 383.8 j �' EG MATCH EG SSCO TREE PROTECTION FENCE AND �� '� ` MATCH EG I EASEMENT INSTALLED PER TREE 6 � '� '� 1 :�';I' MATCH EX FRONTAGE I I� ^? 384.80 ` I 384.03 . , - (SIDEWALK, LANDSCAPE, CURB) RETENTION PLAN ON SHEETS 37 TO 39 :' EG I ` ° % �I i ,p SSM.. � RIM '384.00 I i _..CTR CHANNEL=380.05 BARKER SHARON (TTEE) YD.......... » 1397500070 RIM=377.1�8 8 PVC NE & E I ( ) _ __ PROPOSED ILLUMINATION EX UNDERGROUND IE=376.00 6 I �----_ 382 ``O pG �' POLE TYP 1 - SEE SHEET 15 FOR ` - 0 (TYP) I POWER � � ----- .. GpJ- • 7 ,;,/• I • ••''� .'S r7 I ___:- -STORM BYPASS PROFILE REMOVE EX TEMPORARY EX �W _23 LF 6" PVC -------- ` ` 4 HAMMERHEAD TURNAROUND. P(uG) P(UG) Pruc, 9.43% - - - - - - - - 378_ - _ ' 9 LF 12" SD (PUBLIC): , . �� 2, CB TYPE 2 - T{UG r(I ADA RAMP. SEE " PUBLIC) ADJUST EX CB TO I EX UNDERGROUND �.� P(u b ': TELEPHONE LINE I SHEET 18 FOR 60 LF 12 SD C 8" WATE MON �0 3 ° ` ,� r MATCH PROPOSED \ --��k --------------- ---EOA GRADI G_DETAILS. �\ °° 1 FLOWLINE 1 RIM-_ 383.67 1 76 LF 12" SD (PRIVATE).... 9 I i 12" N ADS=414.13 SAWCUT I 375.17 001�114I LINE TYP ' h MATCH EG QJ0 �i 1" WATER I 6" "E PVC=377.07 (TYP) ` ry WSERVICE (TYP)--' PS i 3 LF 6" PVC 12 W ADS=377.02 I _ 158TH AVE, " C� 3.36% SJOLUND KRISTINA M r o ' LOC - - '��' EX \ MON 2 12 C 8 SEWER SEWER I _, WALL DRAIN AL .ACCESS , F MID 36 V \JPlEi SERVICE (TYP). YD m 2345750120 IE=370.51 375.37�. 24 LF 12 DI (PRIVATE) i,PR , . .. ( ) RIM=389382.4 I I CONNECTION EX 8 .WATER I � � � " � I �- 5 EG CIE=379.43 (6) i m. I (12 N) I � � (; of. O ($ : I SEE SHEET 15 » ° DRIVEWAY SEE �� PVC �� Ld I ^ I EX 12 ISTORM FOR STORM 43 LF 6 I ------- ----------- --------------------375.10 -- - 6° PVC °N BYPASS PROFILE ------------ -EOA -----, .. ... 19 �04. 3 36 380.23 �i I C ROOF & C.O.R.0 0 R ST 3 31 YD -; - - - - - - - - - MATCH EG ° e FOOTING DRAIN ® ON SHT LF 6". •PVC^^ ^^ RIM=�T 1.0 I i ---------•- �:_ i...... .0.5% MIN. (TYP). °. ;` 0 rE : (6") 1 ADA RAMP. SEE ® 0.99%' _ ° _ 78'.75 I YD 376.25 1 I i _ _OUTFACE PROTECTION SHEEP 18 FOR RIM=38949- 379.92 ^. EX R/W 12'x7.5' RIP RAP IE=370.80 GRADING DETAILS. • /6 LF 6 PVC IE=3n�.•�� (6") PAD (2' THICK) " -2& LF 6 PVC ® 1.00% I (12 S) EX FIRE HYDRANT ,. 7 ® � °1 375.N LOCK AND LOAD ASSEMBLY „ • 49 RETAINING WALL I :I BOLLARDS (TYP) SEE 0.51% : ' 6 LF 6.••'PVC LF 6" PVC j SEE THIS SHEET DETAIL ON SHEET 27 ®0' O% 8 ® �° I 2•' RIM=38939-379.97 FOR DETAIL j EX FENCE MAY RONALD G 15' ACCESS --� �a 378.90 1.38% �� IE=377.30 (6") 7 I�B" . :7 CO BEARING PAD !' FRENCH DRAIN. SEE 1397500060 ROAD 378.26 RIM=3 2 :RIM�37S-90 378.84 ELEVATION (TYP) Q i f 9 DETAIL ON SHEEP 15 375.26 IE=3:75.89- (6") 1£=375.92 (6") m 385 375 370 365 Tatw sm4L* PLAN: 1 "=20' VEIMCAL: NAVD Lees PROF: H 1 "=20' HORIZOWAL: W 19W/1ee1 V 1 "=5 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0.4' TO TOP - BACK OF WALL FINISHED HOMESITE GRADE 2% cn 10 U) w BOTTOM OF WALL ELEVATION NOTED \/\\/\\/\\/\\/\\/\\ ON PLANS DEPICTS %/ THE ELEVATION AT THE EXPOSED FACE `' FINISHED GRADE BEARING PAD ELEVATION TYPICAL LOCK + LOAD WALL PLACEMENT DETAIL NOT TO SCALE CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. BEARING PAD ELEVATION INSTALL 8" POST SLEEVES FOR FENCE - LOCK+LOAD RETAINING WALL (GEOTECHNICAL DESIGN REQUIRED) GEOGRID PER GEOTECHNICAL DESIGN CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE LOCK+LOAD RETAINING WALL PER DETAIL PREPARED BY EARTH SOLUTIONS NW. 0 z 142 3 S T NA 0/10/20 O f_ O v fA 4) � O Lu O N M � � ad001N M Q 0C14 � Lr) O L0 a-+' f V N /c�a W U f- a) Y �,t R-418812 I � ini rnnnIDi innirF XnnTu riTv nG RGnirnni eTnninnrzne ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 4 H H I` O O O7 Q O O Q J ~ N 0) O T N �O z DATE: 10/10/2022 � m 0 FIELDBOOK: PAGE: DRAWING NO, Lij �0 L/) M ':12 OF: 47 00 00 : 0 0 Q O 73 r7 N N O N O \ O N E \ 0 0 CP 3 N E L I r- N / Q0 N / O O CD N M I. 0 10' 20' 40' SCALE: 1 "=20' l ~ - •m m �7 375 370 �j 355 ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT B OF EDENFIELD PLAT (SUMPTER) A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. SSMH CITY OF RENTON, KING COUNTY, WASHINGTON CTR CHANNEL=380.05 PROPOSED M NATION 8" PVC NE & E POLE (TYP) EX FENCE CB TYPE 2 EX LOT - x - x - x - x - x x - x X X LOCK AND LOAD RETAINING LINE (TYP) ; I CB TYPE 2 �\ \ �x I R2" N ADS=414.13 WALL (TYP). SEE SHEET 12 - x, x - x - x - x .- x - x - X I RIM=383.88 \ p0 FOR DETAILS. EX FENCE _ \ti x �. \ 6 " W Z7.9........ , » c ' P „J ; FIRE HYDRANT 12"WADS 376 65 " " E PVC=377.07 ■ ASSEMBLY (TYP) a = 5� A� \\ 2 .. ADS=377.02 -ao , 12 E ADS 3 _ _� �- ° 3 �-------------------- 7 8 WATER �.. =_-- _ - - = = =-- -�j A\ O 8" SEWER \- �. - ��� - ---- -- --- ---- a = -----------=---.- _- a' �.• ?' a If vv W ■ _ 121 LF 12 DI (PRIVATE) o � \ --------------- W"' a • ........ N " _ '� .. "'TRACT' O CBIk5 a � ...................... �. :SHARED DRIVE � N ..• • � 1 WATER � a 6 CB�12 ..... Lun■ 140 .LF 12 DI (PRIVATE) N SERVICE (TYP) C P 198 LF 12" SD PRIVATE W L19 LF 6" PVC d d a SERVICE (TYP) ,� a W ■ ®g-� a . i 201'} LF 6" PVC / l d q ... e - - - - - - d ) d (V 6 PVC ROOF & 6 LF 6 PVC 8. 1.92% a ® i135% 6 LF 6 PVC / a d a i ■ FOOTING DRAIN ® �' d 17 09,E ® 25.81 % /a a 6 PVC ROOF & , . a W' 375.470 ,<.`0.5% MIN. (TYP) YD _ _ 7 FOOTING DRAIN ® d .d S /. d Z 377.1601 RIM=579.58 378.04 3 1.11 � 0.5% MIN. (TYP) ° P _ 374.83 YD 3 IE=375..61 (6) __ ------,,``� 0384.93 DRIVEWAY SEE \ 380.30 CO • ••. a I . YD 375.21 LF 6 PVC 375.59 3� LF - _ < 0 :•: ........ " 6 PVC- - YD 383.04 - C.O.R. STD 104.3 �c9 RIM=3� 3g LF 6 PVC I RIM=376:$9 67 ®z2.2590 IE-3 &1- (6») 42 Cc� .0.84% IE-3 $� 6" J. RIM-377 301 6 LF 6" PVC 38 Cad 4-4i'�% RIM-383.58 _ w I ON SHT 29 .. .... < '� U ■ - - ( ) - ®19.52% » o �$ L'F • •6. • PVC I YD 384.79 d 372.91 IE=374.52 ('.6) YD ®3 690,#88%1 RIM= fr .a O 5:481 IE-3�'9-1 r 6 1 " WATER 9 .............................. . CLEANOUTS I 373.26 - ( ) ER �, a Q'. SHALL HAVE MAX.: I 6 LF 6" PVC RIM=389 �1-379.95 „ 379.14" 1�=381 (6" 381.76 SERVICE (TYP� i �iPJ,� 8" SEWER'' I 4 LF 6 PVC : _ » 4 LF 6 PVC 6 LF 6 PVC 6 LF 6 PVC 1 "" ).. •„ \ !\ 2 :100 SPACING i CO 0.49% 3 ®2.00% IEC0 3 21 36) 4 ® 2.000 CO @ 25.43% 5 ® 0.99% I CO 384.66 c.......j. ..............� ... . ' �' .... ' 374.80 376.13 EIM373�6")376.10 379.55 RIM=� 379.80 RIM=383ff383.98 383:70 .,00 i EIM381J 80 (6") 38V4.80 t \ \ \ \ RIM=379.14 'IE=380.70 (6") \ \ ■ BEARING PAD I CO IE=376.80 (6") IE=377.80 (6") CO I \\ 8" WATER / a ELEVATION (TYP) i RIM=377.40 RIM=379.62 i ■ _ \ ■ i d.� _ ■ ■ ■ _ .�. ■ ,. ��; - IE=374.60 (6) IE=377.71 (6») 1" !�• LOCK AND LOAD RETAINING SEE SHEET 12 WALL D DETAILS. SHEET 12 FORFOR CONTINUATION AM 2 Vc .._ Q M LOW PT-22+58.61 00 LOW PT F1 -V = r7 N N = W Q vi f VC no 0 CENTERL uj - - -- U U ffA 8" WATER Old IF 198 C B#7 TYPE 2-481�-(PRIVAT. STA_ E) f RT f LT " f RI 379-54 f " • f " " FXISIIN(; WADE 0 CENTERLINE N O N 0) N Ln N ,� co 0) LO r ^ M 0) Q O co co N N U7 GO {� - - U7 CO CO O Lc) IMP r- n {� 00 N � N N � 0 N to � V7 � r- ^ to r � 00 00 00 p � � � N � prj N 00 4 r j � r7 � N O 4 r7 p7 N j M c0 00 ^ ^ ^ r ^ � 00 00 00 00 00 00 OO 00 00 00 00 00 00 00 00 00 00 00 r 7 M r7 pr) M pe r7 p7 r7 p7 M M r7 p7 r7 p7 r7 pr) r7 n M p7 M pr) M r7 p7 r7 W) r7 M r7 pr) r7 M 23+00 22+00 21+00 210m 1 RECORD DRAWINGS AS BUILT TJS 10/10/22 BJT suwmm� sm LE: PLAN: 1 "=20' NAD 198STICAL NAVD E%1991 PROF: H 1 "=20' HORIZONTAL DESIGNED• RK V 1 "=5' BENCHMARK DATUM FOUND PUNCHMARK IN 1Y4" BRASS FOUND PUNCHMARK IN 1Y" DRAWN: RK ONE INCH DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" CHECKED: BJT AT FULL SCALE „ HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5 BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 IF NOT ONE INCH NAD 83/ 91 NAVD 88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. REVISION BY DATE APPR APPROVED: BJT SCALE ACCORDINGLY 4y �• W5 375 370 0 • RlTLV CALL BEFORE YOU DIG: 1-800-424-5555 .AourtI16k CITY OF RENTON Planning/Building/Public Works Dept. 1-[-J_I4 ill,! SITE MAP KEY PLAN KEYNOTE: SPOT ELEVATION AT O BACK OF WALK, CENTER OF DRIVEWAY. ❑1 CONNECT WALL DRAIN TO STORM LINE. A CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. © NO PARKING SIGNS WITH DOUBLE HEADED ARROW PER MUTCD R8-3 (MOD) TO BE INSTALLED BY THE DEVELOPER. LOCATIONS ARE AS PER SHOWN ON THE PLANS. ROAD NAME SIGN AND STOP SIGN SHALL BE PER STD PLAN 129 AND 137. DRAINAGE NOTES. 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. UTILITY CROSSINGS AIE 12" SD=374.58 T/P 8" SS=368.82 A AIE 8" W=377.11 T/P 12" SD=375.56 AIE 8" W=377.23 T/P 12" SD=375.56 0 z 1423 NA L 0110/20 V E O - O o 5 C LJ.I c N N M < 00 N 1aQq tC14 � L0 i �0 a-7 N m U r Y �,t R-418813 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT B EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H H I` r- O CD O Q O CD Q J ~ N 0) O T N v)O z DATE 10/10/2022 � m 0 FIELDBOW- PACE: DRAWING NO: Ljj �U c/') m sHmr:13 OF7: L�w 00 00 rl- 0 0 Q O N N O N r O Iv E 0 0 a E I rn r O N / O O O N M I. N FENCE EX E CE J ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT B OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. EX OVERHEAD CITY OF RENTON, KING COUNTY, WASHINGTON a r POWER (TYP) EX 10 SIDEWALK AND UTILITY 0�1 �/ I Ills a. EASEMENT PER RECORDING / I•.' I O'I #20160812000380 EX OVERHEAD �' C� SEE BELOW FOR POWER (TYP _ SIDEWALK CONNECTION G I----- - - DETAILS. YD / I I;. ; X RIM= 74A)S- 373.98 ' I { a IE=3r1-(6")371.43 EX ILLUMINATION. ��; /G REMOVE EXISTING II �! w x 6 LF 6" PVC 1 G ADA RAMP POLE ..(TYP) CB TYPE 1 0 8.50% EX FENCE r RIM=373.66 x.-x-x-x-x-x-x-x--x-x x- _ v' /G N 18" DI=371.02 I'� ° YD x-x-x-x-x-x-x- EX GAS LOCK AND LOAD DRIVEWAY SEE C.O.R. x EX �... RIM=3�6E373.74 UNDERGROUND ;` �.: E 18" ADS=370.71 �' p IE=373.04 (6") RETAININGWA WALL STD 104.2 ON SHT 29 TELEPHONE LINE �,�� ' S 18" DI=370.47 I I B 0 10' 20' 40' CLJGI'. jo CB TYPE 1 2 PVC----------- --------------- -------------- - �' a RIM=373.00 ° 11 L,�80% w - - 9- Ong 18" N DI=370.00 ' 1 1 YD7385 74_---------o__ p - SCALE: 1 "=20' , j Qom SCH 80 PVC 12�� E CNC=370.25 I i RIM=3�-9� � fiRACT B � 8" SEWER ' W ' EX OVERHEAD WIRING 18 S CMP=370.00 I I I CEM 9 IE-3�46 (6) SHARED DRIVE FOR SIGNAL TO BE W I 13 LF 12 I I I » - cw 121 LF 12" DI PRIVATE P i� RELOCATED UNDERGROUD J SD (PUBLIC) III �1P��R I LF 6 PVC " ( ) to ( ) i / e; I a ® rfs-,\ 144-3• LF 12 DI (PRIVATE) a D pL o W -C42 LF 12" l 9.06T :PRETREATMENT CDS PER a + LU / E 142N L EX OVERHEAD a � SD (PRIVATE) ' I I a a ` c a..: 32.3 aDETAIL ON SHEET 17 70 LF 6" PV ■ N W �7 TERIA ¢ a ca e MINOR AR h� POWER (TYP) �Q �I I i III SE p �� `:x" :;: p:; CBi ° . ®0.81% 374.29 CO ° \ SSMH o I III ° ' $ R 5 fr LF 12 DI S PRIVATE ®1Lo o PVC b W RIM= " / c SIGNAL RIM=372.59 = c� I NA P, ,::+ �• • •.' • 1 7 IE=372.44 6 ■ W .... SG L OLE 0 ( ) _ POLE 372 8» N=364.44 a f" � PER WSDOT I �� 5 LF 12 `Sfl' .- PRI11(A,T i ,`.' / (n - EOA..... c 8�� S=364.4. II _ c v STANDARDS WITH �� - CONTECH STORMFILTER - - C 374.64 6 LF 6" PVC r J r(uc) c ✓ _ L0 FIXED BASE III 4-CARTRIDGE CATCH BASIN EIM37-3� g47 6") SEWER ®0'99% ��- I. o SEE SHEET 17. FOR DETAILS 0 EX Truc� j a I %' III i I . :.:.:...:..::.. .•:....: 6 LF 6" PVC " SERVICE (TYP) UNDERGROUND w - I N :: 0:"A C` SS' , 8 " 0 10.44% 6 PVC ROOF & Q TELEPHONE LINE F 12 C.0 .' �374.69 FOOTING DRAIN 0' •' '' ........... T " 31 00 I o L EX ILLUMINATION ATION �0�� �� EX 8 SEWER yEX 8" WATER �/ r i TRACT A <:; DI (PRIVATEr RIM=3,44 0.5% MIN. (TYP) 374.18 CO ■ POLE (TYP) �. ('. I II x _ �,..... IE=372.50 (6�) 3%� ' -RIM- 2 EX SIGNAL HEAD AND PUSH 1:1 6 ` �\ DRAINAGE FACILITY ;•:' > :: ;:,: 1 IE=372.50 (6") FORRESTOR MARK II SEE SHEETS 16 AND 17:,-- _ BUTTON TO BE RELOCATED TO NEW . •• � FOR MORE DETAILS y • BEARING PAD 1374.40 1463400081 EX FENCE POLE. EX POLE TO BE REMOVED ■ J I I I aili i f:':` :.:: , ..:':...... I ELEVATION (TYP) 1 EX OVERHEAD o POWER (TYP) a I I II I IIII., I II I • I I II I I I I 1l I II �I 0 5' 10' 20' 1. Ong IF ll SCALE: 1 "=1 0' I I••.I I I o EX 8" WATER a I I a WI �; 74.44 XI MATCH EG REMOVE PORTION OF EX W; j; g SIDEWALK AND REPLACE II WITH LANDSCAPE I ,. REMOVE EXISTING II ADA RAMP I II - - I C �' 374.2,' CB TYPE 1 RIM=373.66 a N 18" , DI=371.02 I I I I I �vss G E 18" ADS=370.71 W 1 S 18" , DI=370.47 (n I ¢ I i w I I >Of i Q � I I o oI I - J �"' w -� ^o Lo 0 a T I! I Il I CB TYPE 1 II I RIM=373.00 �� 18 N DI=370.00 12" E CNC=370.25 18" S CMP=370.00 I ---------------- x x EX 10' SIDEWALKI AND UTILITY EASEMENT PER RECORDING #20160812000380 EX DRIVEWAY Iw 374.50 MATCH EG x ---- .+ a • _a ^ - 374.31 BOUNDARY TRACT B SHARED DRIV cn I __1 0 I B I v T� 375 370 PROPOSED TREES TREE PROTECTION FENCE AND FIRE ACCESS TO BE SAVED (TYP) MINIMUM ROOT EASEMENT INSTALLED PER TREE TURNAROUND. SEE RETENTION PLAN ON SHEETS 37 TO 39 DETAIL ON SHEET 2. PROTECTION ZONE (TYP) „_ ' VERrICAL t , �' vc Lu LL fn w GRADE �PROPOSED LINE Zr JFR Vw VANED GO - 0 CENT RLINE co r7 r'') u7 r) M rl� O M N M M co N p N I� 1'7 N � OQ0j M r0 O7 1'7 I'7 M rl� a0n � N Ih r"� coq N Ih r"� M BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. 25+00 RECORD DRAWINGS AS BUILT REVISION 24+00 TJS 10/10/22 BJT SURVEYED: DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: BJT W5 375 370 0 SCALE: PLAN: 1 "=20' VERTICAL* NAw IM PROF: H 1 "=20' HORROWAL• NAD 19W/1ee1 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1�-J_I4 1 I 1 1 1 SITE MAP KEY PLAN a UTILITY CROSSINGS: IE 12" EX SD=369.83 T/P 8" W=368.79 *SEPARATION IS LESS THAN 1.5' REQUIRES GEOFOAM KEYNOTE: SPOT ELEVATION AT O BACK OF WALK, CENTER OF DRIVEWAY. CONNECT WALL DRAIN TO STORM LINE. SIGNAL LIGHTS TO BE DELIVERED TO THE CITY OF RENTON MAINTENANCE SHOPS Q CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. IDNO PARKING SIGNS WITH DOUBLE HEADED ARROW PER MUTCD R8-3 (MOD) TO BE INSTALLED BY THE DEVELOPER. LOCATIONS ARE AS PER SHOWN ON THE PLANS. © FIXED BOLLARDS W/ TYPE 4 OBJECT MARKER (TYP) SEE DETAIL ON SHEET 28 © EX GUY WIRE DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. CALL BEFORE YOU DIG: 1-800-424-5555 .AOQ%Lk CITY OF RENTON Planning/Building/Public Works Dept. F. TAL� 4 O 0 Z 1423 ��F F /SjE NA L 0/10/20 V C O V Vf = m .� O (0 am uj c c N M <05N Q LO I. i Ln a-+' N W V 00 r Y R-418814 � �r IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT B EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H H Q J ~ N 0) O T N LnO z DATE 10/10/2022 �-- m 0 FlELDB001C PACE: DRAWING NO: �w cn 7 14 OF:47 � 00 I 0 0 Q O 73 .l N N (D N (O 0 a E L N / 0 0 0 N M I. N 0 10' 20' 40' 3' FRENCH DRAIN ASBUILT DRAINAGE BYPASS PLAN AND PROFILE OF -1 /2" AIN ROCK EDENFIELD PLAT (SUMPTER) A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. FED PVC CITY OF RENTON, KING COUNTY, WASHINGTON FABRIC 1140N) NOT TO SCALE rn 3 SCALE: 1 "=20' Y EX FENCE Lu FRENCH DRAIN • a. �� „ '. IE=386.26 b 0 . - CM2 ------ 3 LF 6" RD PLAT. BOUNDARY N U ------ 0 0 0 0 34- LF 12" DI (PUBLIC) ............................ CBlktl 72-------__ _ 8" WATER - - -- - CB#7 /.------------- �i - i / ` LOCK AND LOAD RETAINING WALL (TYP) 380.30 ° V� IM I.0 100 I 0 I 9� 0- 0, � s V, 400 ■ 400 1 1 395 .395 1 ■ 1 1 390 13 RAD NG GRADE SECTION LINE i"SEC I ION LINE 390 1 385 1 385 77 ■ ■ 1 ■ 380 65X1 380 1 1 1 375 375 1 1 ■ 370 — " 1370 3-78,66 •ffl 1 1 365 . 365 1 mr- 1 ■ 1 360 i 360 CV 00 M N p) "' M CD � 1 CO C6L; L64 �L; r-�'; 00 M 00 M 00 M 00 M 00 M 00 M 1 ■ LOT 7 STORM BYPASS HORIZ. 1 "=20' - VERT. 1 "=5' Z — 0 10' 20' 40' SCALE: 1 "=20' 8" WATER I I� 19 20' SDE & WLE I♦ 45;l GO ♦�. '♦I 7/ 380.30. 6" ROOF DRAIN SEE SHFFT 2R FnR RFTAII R Q 0 z 0 m BOLLARDS (TYP) SEE DETAIL ON SHEET 23 EX FIRE OUTE'ALL PROTECTION RAMP 12'x7.5' RIP RAP -OR PAD (2' THICK) .- X R/W I•E=�y�^ter 370.43 39 LF 12" EX SD EX 8" WATER W I I •. _ 158TH _AVE SE —i LOCAL ACCESS I I I I •' ---------------------- 'u� (on)1 Nd (on)d — I (on)L.."._, (sn)d (en)dTV — II �° TEMPORARY ADA RAMP EX R 1 SEE SHEET 18 FOR DETAILS PROPOSED LOCK AND LOAD RETAINING WALL 9 ° . . VMINE r-7 Pm ON Imillml ON oln© PM SIMON -d ©� SIMON `'w� . �� ON ON P711 C l�iE]►I�1 us r7 - SIMON ON 110� r� • _—AMP-0 �- --INIl�1►�,ICI� iiJI ., -� 1 1 1��'�iatlat'1="i�[y11��.T.rirz�l��� �l• 1 NONE 0 m nim— fi� mmo NO I .. MINIM 03 . - - .. ,. . MINE_ MINE - ON " - �J1•I�»�iE1:I�1�J�i� . , 1 -- MIAM .,- riMM."INIM011111 SOON .... .... .... 1 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 N0. REVISION NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 STORM BYPASS HORIZ. 1 "=20' - VERT. 1 "=5' TJS 10/10/22 BJT s'"w"m' DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: PLAN: 1 "=20' VEIMCAL: NAVD 1988 PROF: H 1 "=20' HORIZONTAL: NAD 1983/1991 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �•- cti I 11111 SITE MAP KEY PLAN UTILITY CROSSINGS- QIE 12" SD=371.08 T/P 8" W=370.08 *SEPARATION IS LESS THAN 1.5', REQUIRES GEOFOAM QIE 12" SD=376.00 T/P 8" W=373.51 QIE 12" SD=376.80 3 T/P 8" SS=369.07 QIE 12" SD=377.32 4 T/P 12" SD=375.82 Q5IE 12" SD=378.62 T/P 8" W=377.09 KEYNOTE: 385 ❑1 CONNECT WALL DRAIN TO STORM LINE. QCONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF 380 CONFLICT EXISTS. DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 375 370 2" N) c� ca CALL BEFORE YOU DIG: 1-800-424-5555 .AourtI16k CITY OF RENTON Planning/Building/Public Works Dept. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. F. TAL� 0 Z 1423 ��F F /STE��� NA L 0/10/20 V E C v 4) � .� O (0 C Lu c O N M ad�1N m :< 0) tn L\ Lr) ar cv C O L0 4-7 f V N in U r- a, Y�'t R-418815 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT DRAINAGE BYPASS PLAN AND PROFILE EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H H M r- O CD O O Q J O O O O I O Q ~ N 0) O N v)O ` DATE 10/10/2022 � m 0 FIELDBOOK: PAGE: DRAWING NO, �w c/') SF1EEh 151 GF:47 � 00 00 I 0 Q O 73 I a) E 0 E i CID N a) 0 Q0 N O O 0 N LL N INFILTRATION FACILITY CONSTRUCTED VOLUME = 3,405 CF VOLUME PROVIDED = 3,310 CF FOOT PRINT PROVIDED = 4,960 SF TOP OF TANK ELEV = 372.5 MAX WATER SURFACE = 371.67 BOT OF TANK = 370.95 UTILITY CROSSINGS: QIE 12" SD=371.04 T/P 8" SS=365.64 QIE 12" SD=370.65 T/P 8" W=369.14 it I ' I ; I 0 5' 10' 20' i t 1 1 EX CB�1 I SCALE: 1 "=1 0' I i KEYNOTE: SCH 13 LF 12 BOPvc 1 EX OVERHEAD WIRING FOR " SD (PUBLIC) CONNECT WALL DRAIN la II I TO STORM LINE. SIGNAL TO BE RELOCATED UNDERGROUND III I I CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO 11 I CONSTRUCTION AND VERIFY EXACT I II I ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. DRAINAGE NOTES: I w J¢ it it I co I 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS I W SIGNAL POLE PER-1 I I NOTED OTHERWISE. % a WSDOT STANDARDS ' II Q o WITH FIXED BASE iI li I NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. J j j IE 0 I L U II I I � � /31 EX SIGNAL HEAD AND PUSH BUTTON TO BE RELOCATED TO NEW POLE. EX POLE TO BE REMOVED. TREE PROTECTION FENCE ADJACENT TO 156TH AVE SE SHALL BE PLACED ALONG THE BACK OF CURB. A CERTIFICATE ARBORIST SHALL BE ONSITE TO EVALUATE CONSTRUCTION IMPACT IN THE MRPZ. MINIMUM PROTECTION I I O I I 00 i 1111 I I , � III I -;I I o% \ ' EX TREES O TO BE RETAINED Ili o ROOT 1 ZONE (TYP) o0 — EX 30' R/W I I ;I I _ O •�> I 1 I \I II r PSI I I o ...I....... F�: i ; i I ilk\•'•. 16 III I III • o •,. :' I IIIan � \ pill O I III I V III I I O •I. �'' EX 18" STORM � ,III I ' I II I I II � II �M I I II I M II ;I I M I'•. II I II I II I II I IEX q i I � II FIRE HYDRANT I (TYP) II II I� II I I I I II 1;1 30 00 I, I II I II� MINIMUM ROOT I PROTECTION ZONE li (TYP) ASBUILT DRAINAGE FACILITY PLAN - TRACT A X2 EDENFIELD MPTER H RT PLAT SU S O BOLLARDS SEE A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. DETAIL ON SHEET 27 CITY OF RENTON7 KING COUNTY, WASHINGTON 385 ----------------------- I w 3W TRACT B 0 SHARED DRIVE cw 375 I ° d d 7777 q� I 4+ LF 12 DI (PRIVATE) d ' I 8 . d • •. a �0� ° ° �f'2 a ° a d 8• cm CDS PRESETTLING UNIT /-42 LF 12" SD (PRIVATE) SEE DETAIL ON SHEET 17._ 370.20 •• • 5 •. • • • . SEE OUTFALL PROFILE fr LF' 12"' DI (PRIVATE) ON SHEET 17. 73.4.3 YD EMERGENCY STORMFILTER A=575.89 � OVERFLOW 4 CARTRIDGE CATCH BASIN 1 48 (6) " SEE DETAIL ON SHEET 17 \�� 5 LF 12" SD (PRIVATE) — LF 12" DI (PRIVATE) 8 74.6------- ------ —, CBf2 I 374.60 PROPOSED HAMMERHEAD \ I I EASEMENT ( TYP \ 67 I SEE SHEET5 FOR DETAILS G& LF 6" PVC \. 0 / I I a70.$ �\ I 20' FIRE ACCESSTUR :. T I \► I DETAINAROUND ON SHEETE2 ACO STORMBRIXX INFILTRATION FACILITY. SEE STORMBRIXX PLAN 374.60 PREPARED BY ACO, INC. CONTAINED WITHIN THIS PLAN 5' SIDEWALK TO BE PLACED TRACT A I SET FOR FURTHER DETAILS. I I I AT GRADE SEE SHEET 18 �' , DRAINAGE FACILITY �12' R/W I I I FOR MORE DETAILS. DEDICATION \ I 1 I 00 55.13' A I i I TREE PROTECTION FENCE AND 374.60 / \ I EASEMENT INSTALLED PER TREE / I RETENTION PLAN ON SHEETS 37 TO 39 I I F ■� �__ ___ r•/�• I 16 /I ___ i 2 / -4- LF 6" PVC / i I 0 0.50% YD RIM=372-9:7 373.46 / d I E I =3�0z 6" E � ( )371.01 I SIDEWALK EASEMENT I WIDTH VARIES 374.40 10, i 1 L--------- -------_,\------------- ---- ---I TREE PROTECTION FENCE AND ` EASEMENT INSTALLED PER TREE / RETENTION PLAN ON SHEETS 37 TO 39 d EX WATER METER _ / TO BE REMOVED 3�4 PROPOSED LANDSCAPE BUFFER EASEMENT 00 \ I O I I 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. REVISION I Q� TJS 10/10/22 BJT s'"m' DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: BJT 370 365 38 MEN NON! NON m MEN - ��a�•�alr_v�•�c��aaa■li�� + Ic�K�i.`1C�]:� 1:1:11Al�•n� NR !!7 ME • ®�����i�. ----------Ill � �1�� 1l�® �I■���� \m I■� - �'ll_IIIIII=IIIIII-IIIIII-IIIIII-IIIIII—IIIII Illlllollllll Illllle111111 ❑-. --IIIIII ' ' IIIIII—IIIIII-IIIIII-IIIIII-IIIIII-IIIIII=��■•�w=�.n�MEN '� IIIIII IIIIII IIIIII-11111 �- �;-IIIIIIt _IIIIII _ IIIIII _ IIIIII IIIIII=IIIIII - � � '=IIIIII IIIIII IIIIII-IIIIII-IIIIII-IIIIIiii�i���;��j� ■I■■■mmmI■— NO SEEMS 1111111 SEEN SIMMONS 111111 SEEN NO .���mSESSION NOON 0-37rNR7@ffl NNONNON NO `� • ��:11y11>;IL'Z�1;�_1�1�7� "iiai��7L�P " ON ON ON 0 375 370 HORIZONTAL SECTION E-E 0 10' 20' 40' HORIZ. 1 "=20' - VERT. 1 "=5' SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' ¢� z " w NSIORMBRIXX N— — z — J Cam' — ACID STORMBRIXX INFILTRATION FACILITY co 00 o CD �"R r� � �L I'7 M M M M M :[QLO;W, •Pllm 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' s"ALE: PLAN: 1 "=10' VEIMCAL: Ni IM PROF: H 1 "=20' HORIZONTAL' NAD 19W/1ee1 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SECTION F-F HORIZ. 1 "=20' - VERT. 1 "=5' CALL BEFORE YOU DIG: 1-800-424-5555 . k CITY OF RENTON Planning/Building/Public Works Dept. z 375 370 365 385 3W 375 F• TA`ti / � Z 1423 S"IONA L 0/10/20 o � � V L 370 O t • c0 pf C L u c: N N M 365 V1I C Q 005 N a-+ 3 c:aQq m N t 0) � L0 i 0 1­0 a-+' N /m W U CN r a) Y r1j �4 R-418816 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT DRAINAGE FACILITY PLAN - TRACT A EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M M O CD O CD O O J ~ N 0) O T N = �O z 10/10/2022 L m 0 FIELDBOOI PAGE: DRAMING NO: Lij �. cn :16 0F:47 m co co Ir- 0 0 ^Q I� C) Z cn 73 00 N N O N \ \ O 3 N E co rn N M I. CENTER OF COS STRUCTURE. SCREEN AND FIBERGLASS SEPARATION SUMP OPENING CYLINDER AND INLET P L FLOW ) 1 Qi -` _ _ i TOP SLAB ACCESS Ir (SEE FRAME AND COVER DETAIL) PVC HYDRAULIC SHEAR '' ° 4W (12191 I.D. MANHOLE PLATE STRUCTURE .,.C'S. MAX. PLAN VIEW B-B N.T.S. CONTRACTOR TO GROUT TO FINISHED GRADEGRADE 1 RINGS/RISERS '9 �7 FIBERGLASS SEPARATION CYLINDER AND INLET B INLET PIPE (MULTIPLE INLET PIPES MAY BE ACCOMMODATED) OIL BAFFLE SKIRT SEPARATION SCREEN PVC HYDRAULIC SHEAR PLATE SOLIDS STORAGE SUMP N.T.S. c bs. W B OUTLET PIPE PERMANENT POOL ELEV. N °4 ASBUILT DRAINAGE FACILITY SECTIONS - TRACT A x: EDENFIELD PLAT (SUMPTER) A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CDS2015-4-C DESIGN NOTES CITY OF RENTON, KING COUNTY, WASHINGTON THE STANDARD CDS2015-4C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS 371.20 371.35 371.20 FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID C B#3 WATER QUALITY FLOW RAT 0.11 PEAK FLOW RATE ICFS R Us) 1.31 RETURN PERIOD OF PEAK FLOW (YRS) -1 00-YR SCREEN APERTURE (2400 OR 4700) 1 • PIPE DATA: LF. MATERIAL I DIAN'ETER INLET PIPE 1 ziT 12-INCH INLET PIPE Z'�r'r.T� 6-INCH OUTLET PIPE-37 1.16r12-INCH RIM ELEVATION ' ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTESISPECIAL REQUIREMENTS: ' PER ENGINEER OF RECORD GENERAL NOTES 1 CO TECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2 DIMENSIONS MARKED WITH ( 1 ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY 3 FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS. PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 4. COS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5 STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET HS20 AASHTO M 306 LOAD RATING ASSUMING GROUNDWATER ELEVATI, 1 AT OR BELOW THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. N. 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. INSTALLATION NOTES A. ANY SUBBASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. CONCRETE COLLAR ACCESS VANED INLET GRATE AND REBAR COVER ( SOLID COVER OPTIONAL) •I �°• I fY I I I I .I qui � a L- " A--- ems- •- • -_=`� - �' J . = -w------- --- -- 4'-0" 2'4- 4'-0' INSIDE RIM INSIDE RIMS INSIDE RIM COULAR OUTSIDE RIM PLAN VIEW 27" CARTRIDGES B�.._ OPTIONAL SLOPED U❑ ------------ PERMANENT POOL ELEVATION STORMFILTER CARTRIDGE TYP. FILTRATION -_ BAY INLET TYP. CARTRIDGE FLOW KITTYP. SUPPORTTYP. CLEANOUT ACCESS g WEIR WALL PLUGW ON E CATCHBASIN FOOT CATCH AS SECTION A -A 5r,rrlFtilter' STORMFILTER STEEL CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 4 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF FOUR CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 1 B' CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 1B• 18" DEEP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 3.T SPECIFIC FLOW RATE (pmisf) 2 gpmisf 1.fi7' gpmisf 1 gprnlsf 2 gpmisl 1.67• gprrdsfl 1 gpmtsf 2 gpmisl 1.67' gprrWsf 1 gprnJsf CARTRIDGE FLOW RATE (gpmj 22.5 18.79 1 11.25 15 1 12.53 1 7.5 15 1 12.53 1 7.5 PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 INLET PERMANENT POOL LEVEL {A} V-G' 1'-0• 2'-0" OVERALL STRUCTURE HEIGHT (B) 4'S" 3'-0" 4'-9" 1.57 gpmisfSPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB PSORB) MEDIA ONLY GENERAL NOTES 1, CDNTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLLITIONS LLC REPRESENTATIVE. www.conlechES.ow 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF; APPLICABLE) AND OUTLET PIPING TO 13E SPECIFIED SY ENGINEER AND PROVIDED BY CONTRACTOR. 5. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "C"ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE OF THE STEEL SFCB. 5. STORMFILT81k CATCHBASIN EQUIPPED WITH 4INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE)AND OUTLET PIPING. STANDARD OUTLET STUB IS B INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 7. STEEL STRUCTURE TO BE MANUFACTURED OF 1A INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET H820 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REOUIRE D. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 8. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED. RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. 9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY {gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A. ANY SUB43ASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL Be SP501FISID 8, ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RE LATED EROSION RUNOFF. FLOATABLES BAFFLE LIFTING EYE PERMANENT (TYP. OF 4y POOL ELEVATION FINISHED GRADE - � 1' rr - WALL 5" 2 s° FLOW INLET STUB _1 (OPTIONAL) aurLEr sTua OUTLET PIPE FROM FLOWKIT INSIDE CATCHBASIN FOOT 2 (TYP. OF 4) OUTSIDE 4 CARTRIDGE CATCHBASIN STORMFILTER STD 4-CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURE ID ST WATER QUALITY FLOW RATE cfs) 0, 1 PEAK FLOW RATE <T ifs 1.31 RETURN PERIOD OF PEAK FLOW rs 100 YR CARTRIDGE FLOW RATE m -- MEDIA TYPE PERLITE, ZPG, PSORB PSORB RIM ELEVATION 374.20 PIPE DATA: I.E. I DIANIL; LN INLET STUB -INC OUTLET sTus371. 371.8H 2-INCH CONFIGURATION OUTLET 1001 100 INLET SLOPED LID N LllIV� SOLID COVER YE 44@- NOTESISPECIAL REQUIREMENTS: 'PER ENGINEER OF RECORD 1 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. REVISION T T• 375 370 Kill HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10, SCALE: 1 "=5' © m ITS -■�-■� ill, ■�- - _��■■►=IIIIII-IIIIII-IIIIII- -■■�I,,, ■w ��� illlllmillllh����l1TII���� • • - IIII �I�IIIIII _ '' • IITII �� �.--•---e.�.�..■I.. �■��.�`��0���•»:■ram. ���:�►Ti:�ua><�s:A„�.;i .. . III • ����l flTll�R1Jllci:]01:nIFGIM1.410[cl01:� -_- -��-�- :5Z•7�L•2rll�N1��• ��4���il�►�i�Wi1l'1:1L��1Wif I��7:�i7:TiF:3f��1>■ ���--___:. �1�;��:::1iY��lltir� : •• : _ �`i ��►ZI�S L'3iG'�ilt.� i�Ii i min TJS 10/10/22 BJT SURVEYM. DESIGNED: RK DRAYM: RK CHECKED: BJT BY DATE APPR APPROVED: BJT STORM OUTFALL PROFILE HORIZ. 1 "=20' - VERT. 1 "=5' SCALE: PROF: H 1 "=20' HORIZONTAL- N D 1983//1991 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CALL BEFORE YOU DIG: 1-800-424-5555 k CITY OF %e RENTON Planning/Building/Public Works Dept. Tom% 375 370 T: : UTILITY CROSSINGS- QIE 12" SD=371.04 T/P 8" SS=365.64 QIE 12" SD=370.65 T/P 8" W=369.14 DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. C Z O Z 1423 � <<; 0/10/20 V C 0 v •. 7 •� 0 C uj c N M C a w N a-+ -0mN ^3 i >` cv C O U) 4-7 N N Im U 00 R-418817 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT DRAINAGE FACILITY SECTIONS - TRACT A EDENFIELD (SLIMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M Q J ~ N 0) O T N LnO z DATE: 10/10/2022 � �-- m 0 FlELDB001C PACE: DRAWING NO: �w cn 9`7:17 OF:47 m N N O N CD N 0 0) 3 CD i N i •L c i N 0 CD CD a x a a SCH 80PVC EX OVERHEAD WIRING FOR EX CROSSWALK SIGNAL TO BE RELOCATED TO REMAIN o UNDERGROUND a 0 N I 0 0 Lu o. •................ ...... . --- n 0 0 5 10 20 I TREE PROTECTION FENCE AND 11,01400 N EASEMENT INSTALLED PER TREE I I I cr 00 SCALE: 1"=1 O' RETENTION PLAN ON SHEETS 37 TO 39 1 I I I z LOCK AND LOAD RETAINING WALL I I v . m v I I \ ILLUMINATION a Q �\ \ _ POLE �TYP) J /- --- \ \U PLAT BOUND RY \ i / CD 0II �i 375.96 Cn EX TREES TO BE 376.04 - - SAVED (TYP) pC MINIMUM ROOT 3............ %1.5% w PROTECTION ZONE (TYP) �?+ 7.5% 37 .96 7 i 2 1 I x /w l ROAD A N 0 5' 10' 20' SCALE: 1."=1 O' ASBUILT ADA RAMP DETAILS OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 147 TOWNSHIP 23 N., RANGE 05 E., W.M. I 375.33 375.33 375.25 S=2.07. S=2 0% Z-7r, Z- I MATCH EG MATCH RAMP DETAIL �AATCH G i FGSZF[ \ I 373.59 I 373.43 MATCH EG I FG 0 FL 0 U J J Q /J/J I I I J/L.7J U MATCH EG I FG 0 FL �2" CONDUIT I I I I , SIGNAL POLE PER ; I WSDOT STANDARDS` WITH FIXED BASE I I I �372.68 I SAWCUT (TYP) CROSSWALK TO BE 372.76 I 372. 00 RE -STRIPED. SEE M G ' FG FL EX FOG DETAIL ON SHEET 27 LINE (TYP) I I I I /I I I I = I EX ILL N a POLE (TYP) '3 0 2 44 I 372.28; MATCH. EG FG 0 FL. o _\ EX CROSSWALK EX MANHOLE TO BE REMOVED _'. EX SIGNAL HEAD AND PUSH BUTTON - TO BE RELOCATED TO NEW POLE. EX POLE TO BE REMOVED. \\ EX FOG \ 3 LINE (TYP) EX TREES TO BE xl \ I SAVED (TYP) \ \ O\ MINIMUM ROOT PROTECTION ZONE (TYP) EG /; FG I® FIL �I CITY OF RENTON, KING COUNTY, WASHINGTON OC 11 zv cn v 1 8 I a� rr, \ ...................................... \ \ \ a � \ It a.' \ \.�p\ OLLARDS BOLLARDS \ (TYP) . It. a 4 . ..'. •I N U. .'. d �d • \ PLAT BOUNDARY � 375- .. I i '376.04 1.5%175% 3 II � 375.87 II 2 2 aoaa_x � Ii xw37609 II a ' I I I •;� ; I II I II I II 1 1 RECORD DRAWINGS AS BUILT FOUND PUNCHMARK IN BENCHMARK y4" BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 N0. REVISION NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 5' SIDEWALK TRACT A \ DRAINAGE FACILITY \ \ O\ PROTECTION 23T` ILLUMINATION POLE (TYP) I TREEI PROTECTION I1 EASEMENT 1 I'. I I I I I I I I I o I a I I I I I I I a I a � r� � I al I I I I I I =1 Ovl al I � I I i =1 x �I w L� I I I I I I I =i I -1------------ dl I I I 1 I I pxl al I I I I I c I II / .. / 1, /1 I / II� I y I � :I o 371� 371 80 MATCH 1EG ; F j o I , \.. I I V I I o •�. \ I I I I MINIMUM ROOT PROTECTION ZONE (TYP) I ' I 3i2• i \ \ Io I I y I 37� 570.63 MATCH EG i FG 0 FL I I W I I (n a I I I WLu Lu ILLUMINATION POLE (TYP) Q 370.69 I J ; 370.75 o I I 371.01 I 1370.85 MATCH EG FG ® FL I I I I II I � I ' SAWCUT (TYP) ' I II I � 30 00 l l I I' 371.39 371.23 MATCH EG F i i IQ to �w I i I I i I I I i I I KEYNOTES 0 4' WIDE LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION OSIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 2% MAX GRADE ACROSS 0 5' WIDE LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION SEE SHEET 30 FOR CURB RAMP DETAIL. SrAL, 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE NCH SCALE ACCORDINGLY N EX TREES TO BE SAVED (TYP) \ 'I \I I A III 0 5' 10' 20' / II SCALE: 1 "=1 O' I � I - � I TREE PROTECTION FENCE AND i EASEMENT INSTALLED PER TREE RETENTION PLAN ON SHEETS 37 TO 39 -(b. SIDEWALK EASEMENT WIDTH VARIES 94 a�`^i1 371.86 i h 371.33 371.41 I 7.5% 0 1.5% 1 TRACT A DRAINAGE FACILITY I � 371.39 �37� _ 371 47 3 2 er �\� TREE PROTECTION FENCE / TREE PROTECTION EASEMENT EX ES TO 1 / .. / O z/_l__ SAVEDE(TYP) BE I rLr►I OVUIVUAKT \ i / \ I \ I \ \ x �\ \ w 7 MINIMUM ROOT- \ PROTECTION ZONE (TYP) i 156TH AVE SE TEMPORARY RAMP DETAIL 1 =10, VWrAI_ NAVD , HOFUMAL• WD ,G83 ,9D, DATU M CURB RAMP LOCATION DATA TABLE CURB RAMP # STATION OFFSET Q1 9+91.96 13.00' LT 20 9+91.96 13.00' RT O 30+25.27 22.00' RT ® 31 +20.82 22.00' RT CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. F. TAL� C Z 0 z 1423 NA L 0/10/20 � C V M = : t �O m W N I`M i a00N m- �Q� d1 N ��LO i L0 r +- N /m W r0 V bo r a� Y c`�I T-418801 � R-418818 IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne ASBUILT ADA RAMP DETAILS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H O CD O 0 ccc TCD VJ J ~ N �0) O CV C/)O z DATE: 10/10/2022 � m O FlELOB001C PACE: DRAWING NO. �w cn aE7:18 OF:47 � 00 0 0 0 U n N N O N Qo N N E co I rn N r- co N CD CD ASBUILT ACO STORMBRIXX NOTES OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON GENERAL NOTES 1 _ IT IS CUSTOMERS RESPONSIBILITY TO ENSURE THAT EACH PRODUCT IS FIT FOR ITS INTENDED PURPOSE AND THAT THE AC _R jAi. CONDITIONS ARE SUITABLE. 2. IT IS THE CUSTOMERS RESPONSIBILITY TO FOLLOW ACO, INC. INSTALLATION INSTRUCTiONlS FOR EACH PRODUCT. SEEK ENGINEERING ADVICE FOR INSTALLATIONS NOT ILLUSTRATED IN THE INSTALLATION GUIDELINES_ 3. FOR FURTHER PRODUCT INFORMATION, CUT SHEETS, SPECIFICATIONS AND INSTALLATION INSTRUCTIONS, PLEASE VISIT US AT OUR WEBSITE: ACOSTORMBRI X.US TORMBRI X NOTES 1_ ALL FABRICATIONS TO BE COMPLETED BY INSTALLING CONTRACTOR_ HUSHE TO VERIFY THE ENTIRE SCOPE OF STDR,MBRIXX SID HAS BEEN PROVIDED FOR THIS PROJECT. 2. DIMENSIONS ARE FROM OUTSIDE TO OUTSIDE, . LAYOUT IS BASED ON SHEET 3 OF 6 PROVIDED TO THE ACO, INC. TECHNICAL SERVICES DEPARTMENT. 4_ THIS PLAN VIEW REPRESENT ONE OF ONE STORMBRIXX SD HALF LAYER ORIENTATIONS REQUIRED FOR THIS TANIK. FOR COMPLETE, BRICK - BONDABLE INSTALLATION DRAWINGS: PLEASE REQUEST THIS SERVICE FROM THE AGO, INC_ SALES DEPARTMENT_ 5. THE (NUMBER OF ACCESS/INN PECTiONI LOCATIONS DiSPLAYED ARE RECOMMENDATIONS, AND MOREILESS CAN BE ADDED WITH EASE VIA REVISION_ 6. ACCESS UNITS OCCUPY A PROFILE EQUIVALENT TO HALF OF ON HALF MODULE AND ALLOW FOR DIRECT ACCESS TO UP 15" PIPE CONNECTIONS. 7. ACCESS PLATES OCCUPY THE EQUIVALENT PROFILE OF HALF OF ONE HALF MODULE AND MUST BE SURROUNDED BY BRICK BONDED MODULES. ACCESS PLATES CAN BE PLACED ANYWHERE BESIDES THE EDGE OF THE SYSTEM_ 8. HOLDING CAPACITY OF ONE FULL' ASSEMBLED STORMBRI X SD MODULE = 22,54 GF INSTALLATION NOTES 1- ALL FABRICATIONS TO BE COMPLETED BY INSTALLING CONTRACTOR. 2_ EXCAVATE AWAY FROM TANK'S PROFILE PER OSHA STANDARDS. 3. UP TO 18" PIPE CONNECTIONS CAN BE CORED DIRECTLY INTO STORMBRIXX{ SD SIDE PANELS. 4. USE LAYER CONNECTORS TO RESTRICT SHEARING MOVEMENT BETWEEN BRICK -BONDED LA ERSIHALF LAYERS. b. USE LAVER CONNECTORS TO ADHERE ACCESS UNITS TO BRICK -BONDED HALF MODULES. 6. AVOID AREA EQUIVALENT TO HALF OF ONE HALF MODULE IS PRESENT UNDER EACH ACCESS PLATE- 7- IRREGULAR TANKS -TRIM SIDE PANELS A CORNER JUNCTIONS FOR EXACT FIT. BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. RECORD DRAWINGS AS BUILT REVISION TJS h 0/10/221 BJT I 's'"E"m- N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ALL DRAWINGS ARE AS ACCURATE AS THE INFORMATION SUPPLIED. ALL REASONABLE CARE HAS BEEN TAKEN IN COMPILING THE INFORMATION WITHIN. PLEASE REVIEW THIS IIVFOR IATION FOR ACCI IRACv ❑ APPROVED ❑ REVISE AND RE [] APPROVED AS NOTED ❑ REJECTED SIGNED. DATE, COMMENTS: VERHCAL: NAVD 1 HORD:OMAL: NAD 19W 1991 DATU M ALWAYS ARRANGE THE SAME 4 PILLARS IN A SQUARE SHEET INDEX SHEET NO. DESCRIPTION 1 NOTES STORMBRI X( PLAN VIEW CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. 1423 �F �STE������� S�"NA L D/10/20 V E C v d% 7 O _c .� 0 Z C Lu c� c N M co,:' a' 1aQq tC14 � � i i O ern a-7 N /c�v W U r a) Y N �'t R-418819 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ACO STORMBRIXX NOTES EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M �, O O CD 6� Q w O O O Q J !Z ~ N 0) O T N �O z DAM 10/10/2022 � III 0 FIELDBOOK: PAGe DRAWING NO: Lti �U SFEET: 19 OF: 471 m 00 0 0 O cn w 73 LJ m Q Y Y 0 U GO n N N N O N O N N E 0 N / 0 CD DATUM N HORIZONTAL DATUM: NAD '83/'91 ASBUILT ACO STORMBRIXX PLAN VIEW OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. RICO STORMBRIXX SD TANK TANK STRUCTURAL VOLUME 7316.65 FT3 TOTAL HOLDING VOLUME 7097.15 ET3 NUMBER OF LAYERS = 0.5 (1.5 FT) ACO STORMBRIXX SD HALF LAYER TOP COVER PLATE PT# 314094 STORMBRIXX SEA ACCESS PLATE PT# 314075. EXTENSION SHAFTS PT## 314038, AND DUCTILE IRON COVER PT# 314053. TYPICAL OF 3 LOCATIONS. ACO STORMBRIXX SD HALF MODULE PT4 314090 BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. CITY OF RENTON, KING COUNTY, WASHINGTON RECORD DRAWINGS AS BUILT REVISION IIVIr LlklwiL-MIJLL lJLUIVILIVILJi\FU4L MrNU GEOTEXTILE FABRIC AROUND ENTIRE SURFACE AREA OF TANK. TJS 10/10/22 BJT s"w"m' DESIGN ED. DRAW RK CHECKED:.JT BY DATE APPR wP� BJT N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD, HORD:ONrAL: NAD ,9e3 199, DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. /41423 p S�ONA L D/10/20 V E C v d% 7 -c O to C D ma C LLB C c N M aOCON a-+ -0 1a1.0 a) N t C O L0 a-7 N /c�v W U r a) Y N �'t R-418820 CD 00 M O O O CV N a7 O O O O 6; Q w IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J !Z ASBUILT ACO STORMBRIXX PLAN VIEW EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 ~ N /11 O T CV LnO z DATE: 10/10/2022 � m FIELDBOW- 0 PAGe DRAMNNO NO: Ili �U sIIw* 20 OF* 47 c,., m co ASBUILT ACO STORIVIBRIXX INSTALLATION 0 U Cn n N N / N / O O O 00 OF EDENFIELD (SUMPTER) SHORT PLAT � A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. w ~ CITY OF RENTON, KING COUNTY, WASHINGTON Slab base Extension Shaft part#1403— SO Access elate part# 14075— Infiltration Inlet (location based on usage) 12" (300mm) minimum of native backfiII or 3 4" er-us,hedstase at.--- D5% compaction t-�-Q.5L-D1r7 DATE: 08)19)201 I�SLI�: b Finished road surface; biturnen, concrete, etc, (Surface and CL depth to suit engineer's spec) StormBrixx SD Half Unit Side Parcels of tank; part# 314098 (typ for all exterior sides) 6" PEA GRAVEL SUB BASE AT 90% COMPACTION USING A NON VIBRATING ROLLER PLAN " (150mm) minimum of native backfill or 3 r�EiF • stene at 95°Io compaction SECTION PROFILE Concrete load distributien plate (by ethers) Corer and frame part#314056 ion+ Outlet (Optional) Cover Depth (Refer io chart) *Overflow Outlet (Optional) (location based on usage) 18" (4b7rnmy Geotextile fabric (outer) 6oZ minimum around entire perimeter of tank Undisturbed earth base of excavation or made ground with a minimum CBR of 5% and suitable for anticipated load INFILTRATION ATION - STORMBI I X SD HALF LAYER WITH ACCESS PLATES Arizona Tel: 888-490-955 BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. INSTALLATION DRAWING - ACO STORMBRIXX SD e-mail: infoi accusa.com RECORD DRAWINGS AS BUILT REVISION Ohio Tel: 800- 4 -4764 TJS h 0/10/21 BJT I s'uw"m' DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR BJT Installation depths of ACO StorrnBrixx SO M[nimum Installation Location cover depth�4 ft (rrl) Nori-traff ick ed areas i_e_ landscaping {'] 1.65 (0.5) Parking lots, vehicles up to 5,512lbs gross mass 1'1I 128 (0.55) Parking lots, occasional vehicles greater than 0 (0,6) 5,512lbs grass ma5st � Occasional heavy truck traffic up to HS-20 Please consul leading with ACO Maximum cover depth of ACO StormBrixx SD 6.5 ( ) Maximum depth to invert of ACO StormBrixx SD 9.56 ( ) half laver system Notes (1) Assumes 27 degree toad distribution through fill material in overlaying surface asphalt or block pawing (2) Minimum rover depth to avoid accidental damage from jordening/iandscoping work (3) Occasion o I so n itation trucks orsr'mdar vehicles (typically one per week) Please ch eck min lra um frost cover dept s and water table heiahts for aeoor-anhical location ACO StorlmBrlxx SD Half Unit Module 48"x24"x18" [1200x602.5 457€r m (H)] 11.27cufk net volume per module Brick or Cross Banded (where applicable) Part Numbers: Torch Body-314090 &. Tap Cover-314094 8" [1 Mmrr'i IS" (457mml =All systems must be designed and installed to meet or exceed ACO StormBrlxx minimum requirements. Although ACO 5torrnBrixx offers support during the design, review, and construction phases of the module system, it is the ultimate responsibility of the Engineer of Record to design the system in full compliance with all applicable engineering practices, laws, and regulations. ACO, Inc. 825 W. Baechcraft St 9470 Pineowe Drive 4211 Pleawnr Rd, Casa Gfaqde, AZ 85122 Menlnr, OH 44080 Fort Mil I. S0 29708 Tel., 520-421-9988 Tel_ 440.639-72M Tel, 440�639-7230 Fax:52"21-9899 Fax:440-539-7235 Fax:6002-146a WWW.AC05T0RMll3RI X.U5 South Carolina Tel. 800-543-4764 N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VEMCAL: NAVD lees HORIZOWAL• NAD 19W/1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 .Alloatib6k CITY OF RENTON Planning/Building/Public Works Dept. 1423 p �� S�ONA L 0/10/20 V E C v Vf = O � � O .� 0 t m C a) C LU cN C N M a' oN M LO O L0 4-7 N N /c�v W U CO r Y R-418821 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ACO STORMBRIXX INSTALLATION EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M O O O O O 6� Q w O O O O O Q J ~ N 0) O T N �O z DATE 10/10/2022 m F-- 0 RELDBOOK: PACE: DRAWING NO. �w c%) SHEEN M GF:47 O co M O O O N M O O O O 6� Q O O O I c W � 0 L O co M O O O N M O O O O 6� Q O O O a c a c c c C, C c c c f F c C f -c fr S c r S S .i f c r c c c c c c W � ❑ L O co M O O O N M O O O O 6� Q O O O a c a c c c C, C c c c f F c C C -c S c r S S .i f c r c c c c c c W � ❑ L O w 0) 0 U a- O cV (V C14 CD (V Cfl CV <D 0 a I Cn CID (V C Cn CID CV 0 CD CD DocuSign Envelope ID; 3B1B34D3-7EOA-476C-AD83-4329FFEOCIUS SURFACE WATER STANDARD PLAN NOTEST THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORAnD IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TQ EVERY PROJECT THE APPUCMT OR OWNER, HERBY REPFARED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAIN"G NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. TH€Y SHALL BE ADDED AFTER THE SURFACE VYATER STANDARD PLAN NOTES BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. :I ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESI4:3NED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDMI, RENTON MUNIGPAL CODE (RM%AND THE STARDARD SPECIFICATIONS FOR ROAD, BRIDGE AUND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE A MERICAN PUBLIC WORKS ASSOCIATION (APWA]. IT SHALL BE THE SOLE RESPONSIBILrrY OF T*IE APPLICAWTO CORRECT ANY ERROR, OMISSION OR VARUITION FROM T11E ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRAVING, PARKING. $ULDING. AND DRAINAGE PLAN DOE$ NOT CONSTITUTE AS APPROVAL OF ANY OTHER p4N$TRUCTMN IF G WATER, SEWER. GAS. ELECTRICAL ETC.k PLANS FOR STRUCTURES SUCH AS BRhOGES. 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 FLANS WILL REQUIRE COORDINATION FC&LOWED BY WRITTEN APPROVAL FROM THE CITY. 5 A COPY OF THE APPROVED PLANTS SHALL BE ON T NE 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 THERE FORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVERAND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN- THE APPUCANT SHALL RECORO 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 FXM8. 7- VERTICAL DATUM SHALL BE NAV❑ 82 AND HORIZONTAL DATUM SHALL BE NAD!I' IPA STATE PLANE, NORTH], UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE SENCHMARK, DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 5 ALL UTILITY TRENCH BACKFILLANDRDADWAYSUBGRADE SHALL SECOMPACTED TO95%MAXIMUM DRY DENSITY PEOTECTION 2-013(14P-COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS. ALL TRENCH BACKFILL SHALL 6E FIRM AND UNYIELDING BUT IN 4D CASE SMALL BE COMPACTED TO MORE THAN 132%. OF MAXIMUM ORY DENSITY 9 OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CCTY AND NOTED ON THESE APPROVED PLANS- ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS III ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION YPIERE 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 FACILTNES SHALL BE 1N5TAU EO AND IN OPERATION PRIOR TO. OR IN CON4UNCTION WITH. ANY CONSTRUCTION ACTIVITY UNLESS OYHERW4SE APPROVED BY THE CTY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE 80 THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTT"D ON A UNIFORMLY DENSE UNYIELDING RASE ALL PIPE BEDDING AND RA." FILL $HALL BE A$ SHOWN ON THE CITY STANDARD PLAN 2P0.00, 220.10, AHD ZZO-21I 1 "s STEU PIPE SHALL SE ALUMINIZED. DR 13ALVANIZI D WITH ASPHALT TREATMENT 1, 2, DR 51NSIDE AND OUTSIDE. 14 ALL DRAINAGE STRUCTURES SUCH ASCAICH BASINS AND MANHOLES SHALL BEFITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10. 20420- 204,30. 204 40, AND 2T14.50- STRUCTURES SWILL HAVE • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF T14E ROADWAY. • ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY -BUT OUTS IDS OF THE CURBIGUTTER LIVE 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 FAS EMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LDGO. 15 BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS UNES GF THE RENTON SWUM. 16 LIDS OF MANHOLES+CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEICATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN. 17 ALL DRIVEWAY CULVJnRTS LOCATE D WITHIN CITY R14HT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DFrCH UNLE55 OTHERWISE NOTED, DRAWING 15 N DT TO SCALE LNTS1 E.. PLAN - 267,00 o PUBLIC WORKS SURFACE WATER STANDARD PLAN 020 DEPARTMENT NOTES (1 OF Z) stuchas�l�l ATE ❑ATE DacuSign Envelope I[]; 381634D3-7E0A-476C-AD83-4929FFE0C1U6 SURFACE WATER STANDARD PLAN NOTES; THE FOLLOWING ISA LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN TTTE DRAINAGE PLAN GET. ALL TlIE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT GR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES 1F NIT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL MDT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE HEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES I& ROCK FOR EROSION PROTECTION OF ROADSIDE OrTCHES, WHERE REOUIREO, SHALL BE OF SOUND QUARRY ROOK PLACED TO A MINIMUM DEPTH OF ONE 11) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS. • 4 - a INCH ROCK 140 - 70% PASSING; • 2 - A INCH ROCK 130 - 404E PASSING: AND • LESS THAN 2 WCH ROCK 110 - 2M PASSING- 19. FOOTING DRAINAGE SYSTEM$ AND ROOF DUAINSPOW SYSTEMS SHALL NOT 13F INTERCONNECTED AND SHALL SEPARATELY CONVEy COLLECTED FLOWS TO THt CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY THE CrrY, FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE SMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED, A CLEANOUI TOPPED WITH A BOLT -LOCKING LID MARKED 'STORM-OR'DSAIN- SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVAT E STORM DRAINAGE CONVEYANCE SYSTEM PER THE CETY STANOA AD PLAN 227-00- 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LI NE AND GRADE BYA SURVEYOR LIC ENSED W WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION 22. ALL NEWLY -INSTALLED AND NEWLY•REHABI LITATF-D (PUBLIC AND PRIVATE] STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCN ACCORDING TO THE CITY STANDARD PLAN 266.00 CC TV INSPECTIONS AND REPORTS SHALL BE SUBM I T I ED TO T HE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANDfOR PAVEMPNT 23. ALL STORM SYSTEMS AND CONNECTIONS TD EICISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-M.3(1; OF THE WSDOT STANDARD SPECIFICATIONS AHD IN THE PRESENCE 4F A REPRESENTATIVE OF THE CRY. STORM ORAI N STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. ..T FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED. LANDSCAPED. ETC.) OF THE DEVELOPMEN7 SITE, 70 MAINTAIN THE MOISTURE CAPACITY OF THE SO, 1. EITHER STOCKPILE AND REDISTRIBUTE THE EXIS7ING DUFF LAYER A1ND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 2U_0G 25 ISSUANCE OF THE BUILDING OR OONSTRUCT" PERMITS BY THE CITY DOES NOT RELIEVE THE APPLIGANT OF IHE CONTINvIrcG LEGAL OBLIGATION ANDOok LIABILITY CONNECTED WITIi STURMWATER 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 ACTI ENS NEEDED TO PROTECT THE LIFE HEALTH, AND SAFETY Or THE PUBLIC, AND 70 PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE DF WORK $HALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT405-WAY THAT MAY INTERRUPT NORMAL TRAfFK, FLOW $HALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE C TrY ALL SECTIONS OF THE VIi=T STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SWILL APPLY 27. PROJECTS LOCATED WITHIN THE CfTY'S AQUIFER PROTECTION AREA (APAI SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS [RMC 4-3-0601. a- PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINIMANHOLE. LIDS, CLLASOLITS, INLETS. ETC.) IN THC STREET TRAVEL LANE WHEEL PATH, * EFk%CTIONSOF STREE T TRAVEL LANES, DIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER Pp5S46LE- ANY SURFACE APPURTE MAKE PLACED IN A SI DF WALL[ OR CROSSWALK SHALL DE PETTED W ITH A NON -SLIP OR NON-SKID Llp PER AOA RECIU IREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 3D. MINIMUMCOVEROVEASTORMDRAINAGEPIPESMALLCONFORMTOTASLE42.1A2OFTHERENTONSWOM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERM EAGLE ENOUGH TO ABS(R WATERAT A MINIMUM RATE OF 2C INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES COMPUANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAYBE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER (S POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE, IF ONLY A MI NOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, TH EN THE PAVEMENT IS CONSIDE RED TO MEET THE MIN IMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE. CONDUCTED PER 1.000 SOLMM FEET OF PERMEABLE PAVEMENT. IF THIS TESTIS NOT CONCLUSIVE - THEN ANOTHER TEST PER ASTM C17DT SHALL BE CONDUCTED. FOR LARGE AREAS (£. G., PARKING AREA3I, TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1791. UNLESS OTH ER W I5E NOTED. DRAW I NG IS NUT TO 5CALE I NT5I STD, PLAN - 267.10 rn-OR PUBLIC WORKS SURFACE WATER STANDARD PLAN �dhy: DEPART NOTES (2 OF 2) S�rr'tin PaStUChJ1�x9z� 4' i]BAB.a4d DAT1 1 8:4, 9:48 ASBUILT ROAD DRAINAGE NOTES AND DETAILS OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 147 TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ZS 1/2. �12 7/8" LANE LIFE MARKING 2" - 6, HMA (SEE MOTE 2) 2101 2" HMA (SEE NOTE 2) 2" SAINCUT AND REMOVE DR PLANE, SEAL WITH AR-400OW VARIES; 4,5' MIN. SAWCU T AFTER BACKFILL DEPTH OF EXISTING PAVEMENT EDGE OF PAVEMENT, EDGE 1 OF CURB & GUTTER, OR MIN. CENTER OF LAME LARKING 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSD07 STANDARD SPECIFCATIONS, COMPACTED TO 95% MODOED PRoCTDR CSTC, BANK RUN GRAVEL FOR TRENCH 13ACKFILL (9-03.19), GRAVEL BORROW (9-03.14{1}) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPRQVEO IN WRITING 8Y ENGINEER BASED ON GEOTECH REPORT, CCIMPACTED TO WIDTH OF TRENCH AS REQUIRED BY 512E OF 0 95% MODfFIED PROCTOR. PROPOSED IMPROVEMENT (SEE W900T 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: WSOOT STANDARD SPECIFICATION 7-a8.3(1)BL * FDR STORM AND WATER PIPE, PER STO PLAN 220.0 • FOR SANITARY SEWER, PER STD FLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WIT1i 95% PASSING A #4 SIEVE AND LESS THAN 52 PASSING A P200 SIEVE DOTES; T- WHEN EXISTING PAVEMENT IN A LANE REOUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LAME, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL. BE REMOVE[] AND REPLACED WETH HMA WATCHING THE DEPTH USED IN THE EXISTING STREET OR THE nEpfiH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, do INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL J° PG 54-22 AND WATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 5", RESIDENTIAL ACCES$ STREETS - HMA CL J" PC 64-22, THE THICKNESS SHALL RE THAT OF THE EXISTING PAVEMENT SECTiON AND IN ND CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LAME SHALL BE PLANED AND OVERLAID WITP HMA FULL WIDTH, THE CUPR & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANET} OR REMOVED AND OVERLAID WITH HMA- 4, IF TRENCH UNDERMINES EXISTING SIDEWALK AN10/0R CURBS, THEN T11F SIDEWALK AND/OR CURB SHALL 9f REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5, W TRENCHING THROUGH EXISTING DRIVEWAY OR SICEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS, STD. PION - 110.1 TYPICAL, LONGITUDINAL PATCH PUBLIC i+TQRI{S FOR FLEXIBLE PAVEMENT OR f'l'I:• ' I :y DEPARTMENT RIGID PAVEMENT WITH OVERLAY LOP FOUND PUNCHMARK IN BENCHMARK y4" BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. RECORD DRAWINGS AS BUILT REVISION TJS 110110121 BJT I s"mEym- z M N/A ONE INCH AT FULL SCALE IF NOT ONE NCH SCALE ACCORDINGLY oDi o� oQz OE o❑a OEJ o® o I2 oQs o© A.1P v OQ o© 3" f Noll J_ L 28 1 /4" TYPE 2 (FRONT VIEW) O 13" GENERAL NOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI 0 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. CEMENT CONCRETE CURB AND GUTTER PER STANDARDS -12 7/8" 3" 10" 28 1 /4" »W» I »X» 17" L »X "� 12 5/8" 17" PEDESTAL »W» rrX» "31 " "X »� 12 5/8" 31" PEDESTAL TYPE 4 (FRONT VIEW) 16 17 5/8" rNotes: 1) Certified by U.S.P.S. to all performance specifications of 16 3/ U.S.P.S.-B-1118-E, Cluster Box Unit (CBU) 2) Constructed of stainless steel, aluminum, and corrosion „B„ resistant components C 3) Parcel components prepared for U.S.P.S., provided »A" „D„ 306P lock. • ° a • b. 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 I a < a^ a "Z 4 RODS ON 114" O.C. MAXIMUM EACH WAY 5" THICK CONCRETE SIDEWALK PER STANDARDS 3" TYP. FIRM UNDISTURBED SOIL OR WELL COMPACTED SOIL TYPE DIM. "A" DIM. "B" DIM. "C" DIM. "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" 10" 4" 9 5/8" 31 " 8 1/2" loll 4" 9 5/8" VERTICAL: NAVD 1 HORIZONTAL: NAO 1983 1991 DATU M MAIL COLLECTION BOX UNIT (CBU) DETAIL NOT TO SCALE CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON NASsiv Planning/Building/Public Works Dept. 1423 �F S16NA L '� D/10/20 V C C O V. ..ww YI . _ 0 of C W fV L`M a00N M •� �Q� LO i Ln 4-+ f V /c�v W O U 00 r Y N R-418825 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H H 4)♦ L� TT- V J O 0 I Q w O 0 Q J ~ N 0) O T CV LnO z DATE1 10/10/2022 m 0 FlELOB001C PACE: DRAWING NOT �w c/') SFIEE * 25 OF* 47 N 0 U Ln a- O N N / QO N / O O O N M I. DocuSign Envelope ID: 6EECF5B6-602A-4E4A-3436-A317AA638878 14* FRAME AND VANED GRATE i ONE t13 BAR HOOP FOR 6' HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION S`cti 22, A� Ala BAR EACH CORNER I13 BAR EACH SIDE #S BAR EACH WAY i13 BAR HOOP #3 BAR EACH GORNER 1 B- M IN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION f PUBLIC WORKS DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12' CONCRETE ALL METAL PIPE 15" CPSSP', STD. SPEC. 9-05.20 1Z' SOLID WALL PVC. STD. SPED 9-05.1211 j t5' PROFILE WALL PVC, SPEC. 9-05,12(2) is,STD, ' 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 9-05.50(SI], OR WIRE MESH HAVING A MINIMUM AREA OF 6.12 SQUARE INCHES PER f0OT SHALL BE USED WITH THE MINIMUM REQUIRED REHAR 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 ADJUSTMF NT SECTKTN, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE U8E5. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 26', KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2,5' MAYOMUM- PROVIDE A T.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH.POINT MORTAR IN ACCORDANCE WITH STANDARO SPECIFICATION 9-04.3. 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 5. 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. T. 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 9-20.3(2), S. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS. RISERS. AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MARUFACTURER'S DIRECTIONS. 10, FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE 11Y TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. It. ALL MORTAR JOINTS SHALL BE TRIMMER FLUSH AND REMAIN VISIBLE UPON COMPLETION. ON LF55 DTVIERW!5F NOTED, DRAW INIi IS NOT T9 SCALE (141­51 STD. PLAN - 200.00 AP PR CATCH BASIN TYPE 1 GAZ 9/28/2018 i..... DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 4' MIN, 28, MAX. IW MAX. e 54"- 6W. 72", Be. 9T. 120" OR 144' CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204 00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION {FWD SECTIONS MAX.] -MORTAR, MP.I, SEE NOTE S r FLAT SLAB TOP SEE NOTE 6, TYP. 15' MAR. FOR MAINTENANCE11A S DR ER � • rMIN. ze "02'� hL4X SREINFORCING STEEL. (TYP.) 12'MAX. GRAVEL BACKFILL FOR PIPE ZONE 12' BEDDING PER WSOOT STD. SPECIFICATION SECTION S-0 .12(0y INTFGRRL BASF PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4.OR LESS. 2: THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING- 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. A. KNOCKOUTS SMALL I4A.VE A WALL THICKNESS OF 2' MINIMUM TO 2.5" MAXIMUM PROVIDE A 1.5' MINIMdUd GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE AFTER THE PIPE PS INSTALLED. FILL THE CAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS. RISERS. AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WFf H STANDARD SPECI FLCATION 9-04,3. 5. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR IKOR•N•SEILL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL} WHEN CONNECTING TO AN EXISTING RIPE, USE A FABRICATEO SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE d, MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS B. FRAME SHALL BE A17.1USTED 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 BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 46" 4' 61 w B' EN' 4.5• 87 4r r 6EI- 6' 8' Mr 8' 72" 6' 1 6' I 60" t2" w S. 12" 7r t2" g8" e' t2" ar t2" 120' 10• Iz 96' T2" 144' 12• 12" lur T2" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP 1 SOLID WALL PVC PROFILE WALL PVC 48' 24• w 1. 36' 30• 54" 30" 36" 30" 38" 36" 1. 1. 42' 1.42" 42" 1" 42" 54" 42" 1. 46" 04" 54" so. 54" 46" 40" 96' 50' 72" Bie" 48" 49" 120' N' B4- 6e" 48• 48" 144' 78- 96' 60- 48- 48- `CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.201 'STD. SPEC. B-05.F20) ' STR- SPEC, B-x:12(2) STD. PLAN - 201.00 4. PUBLIcwORKs CATCH BASIN TYPE 2 PR 'S1� DEPARTMENT GAZ 9/28/2Q18 I wd....s.,,.o..", DATE :45 Al :45 AI ASBUILT ROAD DRAINAGE NOTES AND DETAILS OF E;DENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 <�* FRAME AND VANED GRATE SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. L f PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA DF THE ADJUSTMENT SECTION ADJUSTMENT SECTION I I I I I I � I BASE SECTION NOTES; 1. THE COVER OR (4RATINO OF A CATCH BASIN SHALL NOT BE ADJUSTED TO F MAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER. OFTCH, OR SIDEWALK IN WHICH 1T IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GrVI=N BY THE ENGINEER TO MORTAR IN PLACE I N ACCORDANCE WITH WSDOTfAPWA STANDARD SPECIFICATION 7-05.3 2. SHIMS SHALL NOT BE 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 TO PLACEMENT. 4. ONLY BY APPROVAL OF THE C17Y, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y, BOND. 5 BASE SECTION SI-IA1.L BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE RMU IREMENT5 OF WSDOTJAPWA STANDARD SPECIFICATION 94)4.3. 7. PICKY LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9.20.3{2]. 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 10. ALL MORTAR JOINTS SHALL SE TRIMMED FLUSH ANU REMAIN VISIBLE UPON COMPLETION. UNLESS DTHERWLSE NOTED, DRAWING IS NOTAJ {{ALE (NISI STD. PLAN - 202.00 Be PUBLICWORKS °RO DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 PATE 1 RECORD DRAWINGS AS BUILT TJS 110/10/22 BJT DUM RK BENCHMARK DRAWN: FOUNDATUM DOMEDIN CONCRETE MONUM NT IN BRASS DOMESS FOUND �INA4X4RK I 0.4 " [:1E�01KE;%: RK HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. REVISION BY DATE APPR BJT :45 A N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DocuSign Envelope ID: 6EECF5B6$02A-4E4A-B436-A317AA638878 CURB CR C URB AND GUTTER MATCH TOP OF HOOD TOTOP OF CURB (TYP.) Moo DO NOT INSTALL SAFETY BAR I DEBRIS GUAR1 ➢ 172' MIN. TYP.I 20" x ZV VANED GRATE FRAME ISOMETRIC VIEW CATCH BASIN GRATE C[ 3" _ 7SEE DETAIL BELOYV 34"(WI DE SIDE) ' CATCH BASLN TYPE 1 -40"(WIDE SIDE) CATCH BASIN TYPE 1L I SEE NOTE 1 - H HOOD 112^ M HOLE OR SLOT FOR ATTACHING HOOD - 29' MIN. - I' M IN. (TYP ) I 20 1147 SEE NOTE 4 (TYP-I SEE NOTE 2 (TYR) rna vlcw NOTES: 1, THE IRLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 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 LS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN. 2, THE DIMENSIONS OF THE FRAME AN❑ HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE HOOD. 3. ATTACH THE HOOO TO THE FRAME WITH IWD 314' + 2' HEX HEAD BOLTS, NUTS, AND OVERSIZE WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL SEARING ACROSS THE SLOTS. 4. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH.THE GRATE SLOTS. TAP EACH ROLE 70 ACCEPT A 51B' . - 1114C • T ALLEN HEAD CAP SCREW. LOCATION OF BOLT -DOWN HOLES VARIES AMONG OLFFERENT MANUFACTURERS. SEE BOLT- DOWN DETAIL, 5. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 2p420 AND 204.30. 8. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS 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 STD. PLAN - 203.00 %R w PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE R D, DEPARTMENT INSTALLATION GAZ 9/28/2C118I DATE vERnau_ NAw 1 HORRONrAL: NAD 1983 1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CI TY OF RENTON Planning/Building/Public Works Dept. :45 AN F. TAL� O z J 1423 ss/DNA L 0/10/20; V i O V L O Z C W c: � N M oCN i LO i O LO a-7 N N /m W U I- R-418826 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 u^ Lw- M {T- V J 0 O TI C Q O O O ILL Q J !Z ~ N 0) O T N �O z DATE 10/10/2022 � F-- m 0 FlELDB001C PACE ORMMNG NO: �w SHEET: 26 OF: 47 00 00 T— I O I N N (D N CID 0) E 0 Q0 0 CID rn 0 0 0 N mi DocuSign Envelope ID. 6EECF5B6-6U2A-4E4A•B436-A317AA638878 29 114" I SOLI -DOWN HOLE ITYP.) -SIB', 11 NO. SEE DETAIL AND NOTE 2 TOP RECESSEOALLEN HEAD CAP SCREW 5r8-- 11 NC • 7 I:HArL Fi1AA1F SECTION BOLT -DOWN DETAIL SEE NOTE 2 241W I SECTION A SEE DETAIL ISOMETRIC VIEW WS' �\ r I1µ» l NOTES: I1. THIS FRAMEE IS DESIGNED TO ACCOMMODATE Za- • 24" GRAT€S OR COVERS. ll 4 1IZ- SEE STANDARD PLAINS 2U4.10, 2062e, 204.30, AND 2D4.A0 BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND I 1 QQVER5, VNLESS.9THERWISE 5PECIFIEIa, PROVIDE TWO HOLES IN THE 1 yS. FRAME THAT ARE VERTICALLY ALIGNED WFfH THE GRATE OR OOVER SLOTS. THr FRAME SHALL ACCEPT tHt,9Rr-1 INC. 2ALL�N TAPPED. OR OTHER APPROVED EO HANISM- LOCATION CAP �EW BY ION OF BEING TAPPED. BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2 1IY f 3. REFER TO STANPARV SPECIFICATION 4-051NR7 FOR ADDITIONAL ` DETAIL REQUIREMENTS UN LESS DTHERWISE NOTE O, DRAWING 15 NOT TO SCALE (WSJ STD. PLAN - 204.00 k PUBLIC WORKS I}, DEPARTMENT RECTANGULAR FRAME GAZ 9/ZB/2018 1 DATE $"MIN -(Ty?-) CONCRETE LINE LINT; GUTTER TIRE CENTER CENTER IN IN .. LANE LANE 2d" (TYP') —T]RE TIRE TRACKS —)TRACT i T� 1 D' I!-S-"(TYP-)—STRIPE 8"(TYP,)—OPEN TONE • _g"(TYP.) STRIPE LINE 1 l TIRE TYPICAL 4-LANE ROADWAY CONFIGURATION NOTE: FOR ROADWAYS WITH MORE DR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. + + PUBLIC WORKS DEPARTMENT TH I W RMO PLAS T I CIPAI NTE ❑ CROSSWALK :45 AA ASBUILT ROAD DRAINAGE NOTES AND DETAILS OF E;DENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DocuSign Envelope ID. 6EECF5B6-602A-4E4A-B436-A317AA638878 24- 1 n 2 VT DIA. HOLE 2d- A 1� I H BOLT-DOWN SLOT. SEE DETAIL AND ROTE 1 If 1 114' . '!! I �I I I 4 1 SOLT-0011YN SLOT DETAIL SEE NOTE 1 r � R28-. SEE NOTE 2 1 11r ISOMETRIC I+ -0 3, , 7 1IT SECTION a s e' e1Ax 3'. - R39", S EE NOTE 2 5" 81r2' �'J4" 578- d" 314' LA. HOLE I2' 1plA, HANDLE 1 1J2- PUBLIC WORKS DEPARTMENT NOTES: 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. THE FRAME SHALL ACCEPT THE ar8'-11 NC. 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT-0DWN HOLES VARIES BY MANUFACTURER. 2- ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN. 3. REFER TO STANDARD SPECIFICATION B-0S 15(2) FOR ADDITIONAL REQUIREMENTS 4 FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.W. UNLESS DTHERMSE NOTE O, DRAWING IS NOT To SCALE (WSJ STD. PLAN - 204.10 wm"a RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 DATE :45 AN DocuSign Envelope ID. 6EECF5B6-602A-4E4A-B436-A317AA638878 ISOMETRIC 24" 7 OR O EQUDIRECTION SPACES T1 DIRECT10iOF FLOW 1 a?W MAX, Ji 1 RECORD DRAWINGS AS BUILT TJS 0/10/2A BJT suRVmmI DEAN RK BENCHMARK ORAYM: RK SS FOUND DATUM DOMEDIN CONCRETE MONUMENT IN BRASS DOME �INARK 4X41 0.4 " CHECKED: HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. REVISION BY DATE APPR APPRovED JT I OLT.DCWN SLOT, I ,2. EE DETAIL AND OTE 1 1 Ihh---1 ,14ra• ���111 spa• TI I BOLT -DOWN SLOT QETAlL SEE NOTE 1 LETTERING 1' 5- 5' 5- 2(r S 5- SECTION 6 NOTES: 1. BOLT-DOVM CAPASILFTY IS REQUIRED ON ALL FRAMES. GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN 7HE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5IB'-1 f NC X 2" ALLEN HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF BDLT-DOWN ROLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION S-45.15(2) FOR ADDITIONAL REQUIREMENTS 3. FOR FRAME DETAILS, SEE STAN OARD PLAN 204.01). UN LESS OTHER WISE NDTE P, DRAWING IS NOT TO SCALE (WSI STD. PLAN - 204.20 PUBLIC WORKS PRO DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 DArI N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VEFMCAL: NAVD ION HORIZONTAL NAD 19W/1991 DATU M DocuSign Envelope ID. 6EECF5BM02A-4E4A-B436-A317AA638878 1` f a - FLOW - I''T� - o 1 DUMP NO POLL Lum FALL TO STHEAM BOLTAOWH SLOT, SEE DETAIL AND NOTE T TOP \\— 3,B' RECESSED LETTERING ISOMETRIC 24' I-� 9 EQUAL SPACES � -� 4 EOl1AL SPACES 1 1 518" MAX. J SECTION A I f 3;4 1 1Ir4' �I BOLT -DOWN SLOT DETAIL SECTION 11 ROTES: 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 SLOTS. THE FRAME SHALL ACCEPT THE 518'-11 NC x 2" ALLEN HEAD CAW SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER- 2 REFER TO STANDARD SPEC€ PCATION 5-05.15(2) FOR ADDITIONAL REQUIREMENTS - 'a USE ONLY IN SAGS ON V€RTICAL CURVES. 4- FOR FRAME DETAILS, SEE STANDARD PLAN 204.B0. SEE NOTE 1 UNLESS OTHERWISE NDTEP, DRAWING IS NOT To SCALE (NISI STD. PLAN - 204.30 r PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL DEPARTMENT VANED GRATE PGAZ 9/28/2018 1 DATE :45 AN CALL BEFORE YOU DIG: 1-800-424-5555 . k CITY OF %e RENTON Planning/Building/Public Works Dept. -45 AN F. TAL� O Z 1423 ��F F / S l IL SS/ONA L 0/10/20 V G 0 L � C) 0 0).� 0 m C � C W c � N M < 05 N -0 d1 a� N L\ LO O LO 4-7 N N /m W V NI— R-418827 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M M V J C) O O TI V J T— Q J ~ N 0) O T N LnO z IATE 10/10/2022 � F-- m 0 FlELDB001C PACE: DRA111NG NO. �w cn SHEET: 271 * 47 DosuSign Envelope ID: 3B1834D3-7EDA-475C-ADB3-4329FFEOC103 N / N / CD CD CD SCJ' LETTEeRING � BgL7 FK)i.ES - 3 P1AG€S EQUALLY SPACED 1 xT APART ON 23 vss' DNA. B.c RENTO DRAIN L (1) 1"Dw_ PICKHOLE OE eu 5lEC1Y 1 114'LErrERING 25' DI _ Ya,. r� 8 914' [rvP.l COVER SECTION VIEW COVER BOTTOM VIEW 13) SLY SCC- {ALLEN HEAD? 51a••t1 x T.s ss RUBBER WASHER EON BOLTING DETAIL 26 11r DIA. 2S tf4'DIA 71�" Dw NEOPRENE GASKET 1!4' 1 1H9' 1 MY i RiAr 23 3r DIA CL OPEN '--x• GASKET GROOVE IiIETAIL 27 5l1fi' DIA. 34 11r DIA FRAME SECTION VIEW NOTES: 1 ALL COVERS SHALL BE LDGKING LID PER EJ NIa. 3717C1 CIR APPROVED EQUAL UNLESS OTHERWISE NOTED, DRAWING 6 NUT TO SCALE INTSI STD. PLAN - 204.50 4 PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT �PU6LIC} [tiPaStUCha8/13/2020 D DATE DosuSign Envelope ID: 3B1B3403-7EOA-475C-AD83-4329FFEOC103 LOT LINE, TYP. G DLA MIN. ROOF DRAIN S' MIN STUB WITH CLEANOUT (TVP.) (TYP.I HOUSE ITYP.) I jk 1-3'WIN — PRIVA TE TYPE I CATCH BASIN I I PRIVATE ROOF DRAIN COLLECTOR PIPE. 6' DIA MIN., 0.5%, MIN. SLOPE. R FT MIN, COVER I I PRIVATE JOINT V%\� �� SD S➢ SD SO UTILITY EASEMENT CURB, SIDEWALK C17Y SYORM DRAIN I8D1 SYSTEM sMIN. WIDTH R.G.W. LINE PRIVATE STORM DRAIN {SDI SYSTEM, e' MIN. E7L4. PIPE SEE NOTE 1 ROgF DRFIN TO GONN€C7 INTO CITY CATCH BASIN P31, MIN. STYE TYPE 1 CLEANCUT, TYP AT EVERY 90'. OR 2ND 45' SEND, AND AT TOO' MAx. SPACING ON STRAIGYFF SECTIONS - NOTES. 1. SEE STD. PLANS 220 00 AND 22u.19 FOR PIPE MATERIALS AND MINIMUM COVER REMUIREWINTS. 2- THE RC>Q AND Fi4DTIN5 DRAIN SYSTEMS ARE PRIVATELY MAI NTALNED 3, FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB 4 ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SUED FOR 25-YUR PEAK FLOW 5. PVC PIPE MUST BE SDR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM D3034. B. PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WNTE IN COLOR. I SEE CONSTRQC71ON PLAINS FOR SPECIFIC PROJECT REOuIREMEN78. e. AREA DRAIN WITHIN CRAWL SPACE IS ALLOWED TO CONNECT INTO THE STORM DRAINAGE SYSTEM WITH THE FOLLOWING CONDITIONS A. THE CONNECTM M TO BE TIGHT LINED A MINIMUM OF IU OUTSIDE OF THE FOUNDATION, AND IN NO CASE CONNECTED UPSTiREAAS OF THE FOOTINC3 DRAIN SYSTEM FOR THE HOUSE. e. THE AREA DRAIN MUST BE ROUTED THROUGH A SUMP PUMP SY$T€M PRIOR Tq CONNECTION TO THE PUBLIC STORM DRAINAGE SYSTEM TO KELP PREVENT BACKUP DURN'iG SURCHARGE CONDITONS. UNLESS OTH ERWI5E NOTED, DRAWING IS NUT TO SHALL 4NTSj STD. PLAN - 225.00 ► � PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN I*dIlyI DEPARTMENT COLLECTION SYSTEM artin Pastud a 8/13/20 })mod'='gm6wD DATE 8:48 D 18: ASBUILT ROAD DRAINAGE NOTES AND DETAILS OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NOTES: 1. YARD DRAINS TO BE CONSTRUCTED FROM HIGH DENSITY POLYETHYLENE (HDPE) N-12 PIPE IN ACCORDANCE WITH ASTM C 14. 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE DIAMETER PLUS YARD DRAIN WALL THICKNESS_ 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL. 4. CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS FLUSH WITH FACE OF BELL. THE GRATE SHALL HAVE SLOTS (HOLES) THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE. INLET BELL SURFACE SHALL BE FINISHED TO ASSURE NON —ROCKING FIT WITH ANY COVER POSITION. S. WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. 6. VARIES 12 INCHES OR 18 INCHES. 7• SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. B. CLEAN OUTS ARE REQUIRED FOR DEPTHS OVER 42 INCHES. PLAN VIEW 101 YARD DRAIN STREET CATCH BASIN (Typ) CURB PLANTER STRIP SIDEWALK R/W — — -- --- ----—— -- LOT LINES (TYP) YARD DRAIN WITH SOLID DISC COVER TYPICAL LOT PLACEMENT YARD DRAIN CONNECTIONS NOT TO SCALE TYaL__A: 7-1/2" X 7-1/2" PRESSURE TREAIED CEDAR POST 112" 0 45' CHAMFER ALL FGGES — (2),#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER A PIIALi ay JCFiUSHED sLJRFncING CRU5HED SURFACING n ELEVATION VIEW R/W STUB OUT FOR ROOF AND FOOTING DRAIN CONNECTIONS (TYP) TYPE 'B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL 807H SIDES) 1" DEEP NOTCH ALL AROUND I GALVANIZED 5TEEL HA5P FOR LOCK P K6" STEEL HINGE WELDED TO 9-1/4"Kp-1/4" STEEL DOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS 30" ND PLATE SPACER. 1/4'' GALVANIZED STEEL �ILA7E SPACER 1/2'' CIA. x 2" ANCHOR BOLT, WELDED 'TO SPACER 2"0/8" JOINT MATERIAL CCNCRETE 5I1IEW,ALK L�4 1 B� 12" NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE, REMOVABLE WOODEN BOLLARD ADOPTED CITY OF RFh110N ♦+ STANDARD FLAKS •t L$T DA'19: 04/04 .. _.. -. _.. n4VP MAUf7- 1­1071 Gp 04rP' MATS 1 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 N0. REVISION NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 TJS 10/10/22 BJT s"RVEYM. DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: BJT TYPE 'A' PRESSURE TREATED 7-1/2" X 7-1/2" CEDAR POST (2)#4 HORIZ. TOP & BOTTOM do (2).#4 VERTICAL (P-R SIDE) 1/4'. CH AMFER--,, NIMEW AS` MAC ifl�_CRIJSHED SURFACING' CRUSHED SURFACING ISEE NOTE 81 (SET= NOTE S1 10 IF CF PA41:D r DRIVEWAY T�OUIRED ExPA OY JOINr ITYP4 CEMENT ISEE STD PIAJJ 1021 CONCRETE SIDEWALK R g m% � �=win1 Ruc iom jgiNT SEE NOTE I DRIVEWAY CEMENT WNCJiETE RAMP WITH 12HX B CURB &GUTTER SLOPE It ) AFPRDApI (SEE MOM3) 3:N"CONTRACTION JOINT TTYP.] 7 1SEE STn. ALA !ue7 PLAN VIEW 8111E*ALII laimuI W-MAIN AT A1'11N4SYENT ll_aPEwITH ADJ.ACENI' SIPEWALK. PW MPE17 TI IAT T16 MM. C.ROSi VARIES SLOPE ON THE DRIVEWAY APPROACH IS NOTEXCFFT=T: IBEE NO1E 70'/ QTHERWISE, SLOPE SHALL BE 8.3%w4 L SEE NOTE e..: i I' 6'CRU$HEO SUFACEING TOP COURSE V MIN OYP 1 T CONCRETE {CSTC) COMPACTED TO 9y/Mnf]IFIEn ti"MIN SIDEWALK PROCTOR IuNLE55REOUIRRAENT 3m" .NSION JOINTI.:rYP4 WALVED EY EPiGINEERJ TYPICAL LPJpfR I STP. PLAN 10Y} ALL ORR'BWAY6NTRANOE CURS 8 ER-- (96Ew DEPRESSED ` fEEEE'S1 \\\\ SECTION 1C%'R{TYPI SIDEWALK wIIS1%1 1M DIFFERIEWE IN SLOPE MPJL DRIVEWAY W! VE SLOPE (SLOPES EX.AGOEH,4iffi1 *.5% DRIVEWAY •• cwrrv. 1 .. _>� tr 1�`{{ 6' WIN DRIVEWAY We REATNE j 3E ON { B ] NEGATIVE SLOPE (9LO SWD'NN Ex,AGGERATEDI � i� CEMENT CONCRETE SIDI-WALK TYPE RIB — ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURB & GUTTER (SEE ROTE 31 CEMENT CONCRETE DRIVEWAY PUBLIC WORKS ENTRANCE -TYPE R16 �:•1i� �� nPPARTMPNT TYPE ,B 1" 0 45" CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH 51DES) I" DEEP NOTCH ALL AROUND 2' S„ 30" —1/2" 0 45- CFIAMFER ALL EDGES SLOPE CONCRETE FOR DRAINAGE 1 2"x3/8" JOINT MATERIAL CONCR�Ts= SIDEVvALK 181. na 12" NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. FIXED WOODEN SOLLA1RD PIDDPTED G� CIT'Y OP 7iEHTDn �. STANDARD Pid4N5 = DATSZ Q4/04 ..._� ,,.. �.. ...__,., nwr" IJAAAI-• Hn77 CP PAC_F• 14rt'79 sa LE: N/A ONE INCH AT FULL SCALE IF NOT ONE IN SCALE ACCORDINGLY VERnCAL: NAVD ION HORIZONTAL NAO 1910/1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 . k CITY OF RENTON Planning/Building/Public Works Dept. FOR NOTES STD. PLAN 104.2 STD_ PLAID — 104.3 a PROVED: DATE F. TAL� 0 z 1423 ��F F JE �S ss/DNA L 0/10/20 V C O v L 4) J_ 7 O •� O p� C Lu c� c N M a' oN L0 aL i Ln 4-7 N W V 00 r Y M 04 H H r O O O TO V r Q J R-418828 IN COMPLIANCE WITH CITY OF RENTON STANDARDS F-- ASBUILT ROAD DRAINAGE NOTES AND DETAILS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 Q J ~ N 0) O T N LnO z DATE 10/10/2022 F-- m 0 RELDBOOK: PACE: DRAWING NO: �w cn sHEEh 28 OF: 47 W 00 I O I N N CD N N \ rn ai \ N 0 Q 0) 3 7 00 a I CD N Iv C I,- N W 0 CD CD N L� EDGE DETAIL 1' - P e- ur[ LEVEL ra tIN1RII DEWALK TRAwraEFtE7i6'nNl>'REATOLOEDJOtNr auDE RNBED EosE FTILER TYICAL TNF ZDEDJOINTAPPLICABFROLL ING 2aMIR' KIWI R [t1'P.j b CRD P17RCVRB DETAILS in Pllui 71-pHIR RU y +/ 8'' ��1 _T_ �. r...-t ,FMST'W . •••.�-r, // CRl1SHEa nPc1[ A�8 8EE RA16EC 1' S' t SIDEWALK DETAIL-THL9 4TYAKat UNCER Cep SURFACING TCP COIIASE PI;Wq PAN. �' PACT TO uODe PRO- i ce SLUM WITH RAISED EDGE IRr ATV We ENMNEENLESS REOUIRFAL N'f ER - tY1' RFq A. (lYP.} ALL U 00"EEkE SIDEWALK CSTC µNOER a-� OR 1 } T.SY, - FOR CURS OETA" SEE STT7 PLAN f01 CURS A [INTER TO BE 6' TmiC"FJ %a OR MATCH EXISTING ROADWAr 5N BASE, WHICHEVER A GREATER (TTW. FOR ALL CuRR asaTIER) FINI.91EU ORAOE 1' {IH} BEL.Ovf 7 R TOP OF Cf7NCRc E SIIITFACE AOJACE NT TO CU RA R❑O OONG to IwN R SF,'PI �76'IL r •y 1-0rL FORCuftflDu lB SEE STO PLAN 10t �, •~ - __ _._rrti�YY�i -; BRIDGE OR POVESMAN-�EIW.� RARING FOR CURE A ETAR.B ADJACENT TO CURB 9ARWER -9EE 61nEY1,LIK SEE ETn PLI.N Rn t6TEEPFRLBLD M Confri' CT PLANS . - ALL OR SAARIEA 10 112' IINl R. ffr? 1 r FLUSH ' I ibDEW�N.Ic trY MR VERTICAL Aria- i SEE OETAIL •,-. ;. 3WP kXOEO JpHT NTFLFLIER ADJACENTTO cuRa AND FrAIUFNG OR wAL P n"REMOLo�n FOR SIDE JOINT FLIER TREATMENT BISEwALK SUFFERBTWP SIDEWALK ADJACENT TO WALL DETAIL eOEriAlll MEE NOTE ml sECi,O.Ns Tfl IN1 R t S� 1 FOR CuRSOEYAg5 t Jiy 1.6%kMI� SzE 3TO RAM 101 -- - EROGMED FIN1sM OR MATCH E1 nM 5 "yAnt. SLDUTH fj TIIOWELEV PERMETER FINISHEI1GRAE FCa PL ELOW TOP OF CUNORFT &IRFACFOR E PIAMrINd - FLUBFt IF PATER 1 �" rycl -� ti`•-. USUENT CONCRETE auRB M'�R�p' ADJACENT TO BUFFER STRIP S• ffU -�'• FOR CURB DETAILS �,. Q' ,....•'✓ ace am PLAN 19t �'- � NOTES . j •aC. , r tR' TO 1W 7. F teal the ik w,ON anl a Cahemin[mumPeOnpedeetrlen anal t - ��"`�. �£ nlsmEWAtN aNLr �a '�`• ,• `:C.. aoceasfoNa routei free oT Werucar .. &nd horizontal ohetruabne. Gratings, f ' �'•.. ► . ACcess CAvem, Jumbpn Botes t.RKL'oFlPn+Pllk $ION JOIN T IN BDT., ' �- •. - CV W1 ANO eluEwALlI IsrF STO Cable Vaults, Pull haw and [Aber `� -' Nnrr IOI.I sppu•lenencea whhln the sidewalk Y- :� ve' C C�TRaCTION JOINT mull be flush wilh a1rEace, Ertl mavi 'ar 'f Breda of tre adewa 1k. JOINT AND FINISH '-•. - DETAIL .r i MdewalkiC Cement hied in Curd and r , Sidewalk Is nm permitted In new For other referenced NOTESsea •, 3�R� construction. When replacement vmrk STD PLAN 1042. nooeApTtes a MonollDlle C.Terrt Convete Cart, bird per WSDOT PF1EMnln Standard Plan F-30. I04il Paved Surfaces must Comply with JOMr FlUER STO PLAN 102.1 a6 8 ilcable E FULL-OEPTH 3_ Cpnctete In 6c 4,D00 P51. . EIWAN5iON JOINT 570. PLAN - 102 PUBLIC CEMENTSICONCRETE DEPARTMENT DEWALK _e fC 7 r CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) CEMENT DEPRESSED MONOLITHIC CONCRETE CURB & GUTTER SIDEWALK (SEE DETAIL THIS SHEET) W TYPE C28 -• ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) FACE OF CURBSEE �C SEE DEPRESSED CURB DETAIL CONTRACTION,IOINT a t!2- ON TV! 183FIEET 1, WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCT A STD PLAN 1ff2 FULL DEPTH EXPANSION JOINT WITH 318" JOINT FILLER fz•li TDPOF ALONG THE DRIVEWAY LANE LINES (SEE STD. PLAN 102). ROADWAY CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE - iv CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN DRIVEWAY WIDTHS EXCEED 30'. tl:� 2. SEE STD. PLAN 102 FOR SIDEWALK DETAILS. . 1 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 ORIVEWAY LO,JG rfUDINAL ExPANSIOM TITLE IV DEVELOPMENT REGULATIONS JOINTS SHALL BE FULL DEPTH CHAPTER 6 STREET AND UTILITY STANDARDS DEPRESSED MONOLITHICCU RB & GUTTER DETAIL SECTION 4-0-060 STREET STANDARDS DRIVEWAY STANDARDS = RENTON MUNICIPAL. CODE (RMC) TITLE IV DEVELOPMENT REGULATIONS CHAPTER CITY-WIDE PROPERTY DEVELOPMENT STANDARDS SECTION 4-4-080 PARKING. LOADING AND DRIVEWAY REGULATIONS FACE OF ADJACENT CURB 5. THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE 11 ELEVATIONS AT ALL POINTS MARKED WITH SYMBOL "X". ALL ELEVATIONS ARE AT THE BACK OF CURB TOP ON UPHILL SIDE. o 1 R. UTTER SURFACE • a 6. FIXED OBJECTS INCLUDING STREET TREES AND STREET o . LIGHT POLES SHOULD NOT BE LOCATED CLOSER THAN 10 1" Ra FEET FROM THE DRIVEWAY EDGE_ p.. P . o tr 7, FOR DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE NOTE 10). THE EXPANSION JOINTS (SEE STD. PLAN 107) SHALL BE SPACED AS SHOWN IN THE CORRESPONDING DEPRESSED CURB DETAIL ISOMETRIC VIEW_ AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS 8, SLOPES SHALL COMPLY WITH THE. REVISED DRAFT Driveway Example: TYPE C1 B GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY JULY 26, 2011 1 RpResldenilal, C=Comrnerclel Jj Number Of Lanes, 9. CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAY BE (MAX--4 Lane Comma lal) APPROVED ON A CASE-SY-CASE BASIS. 8-Buffer (Planting Sirip), 83ank-No Buffer CEMENT CONCRETE DRIVEWAY STD- PLAN - 104.E PUBLIC WORKS ENTRANCES - NOTES AND DETAILS APPROVED: * DEPARTMENT } DATE ASBUILT ROAD DRAINAGE NOTES AND DETAILS OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 147 TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON UNDISTURBED NATIVE VEGETATION UNDSTURBED NATIVE SM L 3"-4' A BOR1ST WOOD CHIP MULCH, SEE STn. PLAN 262.W 3" OF COMPOST INCORPORATED INTO 5' OF SITE SOIL ITOTAL AMENDED DEPTH OF 9 5. FOR A SETTLED DEPTH OF 91 SUBSOIL SCARIFIED 4' BELO W COMPOST AWN❑EOLAYER (12" BELOW SOIL SURFACE) Y-4" MWORIST WOOD CHIP MULCH, SEE STD. PLAN M-50 �' IMPQRTQD TOPSOIL MIX ICOMPACTED DEPTH) SUBSOIL IS SCARIFIED 6' BELOW IMPORTED TCPS011- MIX PLANTING BEDSNUNDISTURBE} UNDISTURBED TURF NL4WN}AREAS, VEGETATION, SEE NOTE I SEE NOTE 1 ' Ll' OPTION 7 - NO DISTURBANCE PLANTI NG IBEDS a" TURF (LAWNIAREAS BRASS; SEED OR SOD UNDISTURBED NATIVE SOIL 3RASS- SEED OR SOD 1.75" OF COMPOST INCORPORATED INTO s151 OF SITE SOIL (TOTAL AMENDED DEPTH ]F 9.5", FOR A SETTLED DEPTH OF A-) SUBSOIL SCARIFIED 4' BELOW LOMPOST AMENDED LAYER t2" BELOW SOIL SURFACE) OPTIONS 2.3. AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS • PUBLIC WORKS IL 54"Ill AV DEPARTMENT TURF ItAWN)AREAS 12" OPTION 5 - IMPORTED TOPSOIL GRASS: SEEt) OR SOD NOTES. 1_ AREAS OF NO DISTUREANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL T6 BE PROTECTED FROM CONSTRUCTION IMPACTS. f" IMPORTEP TOPSOIL MIX (COMPACTED GENERAL NOTES., DEPTH) 1 tOI,1EA5URESEITLEDDE?Tt+,WATER SOIL - $UFFiCiENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SLiUSQtL IS 2- COMPOST TO MEET STO_ PLAN 26Z.dD, SCARIFIED fi BELOW IMPORTED 3• COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO RE TO d5 { OF STANDARD PROCTOR 4, SEE CONSTRUCTIDN PLANS FDR SPECIFIC PROJECT REQUIREMENTS. UN LESS DTHERYASE PIDTr n, PRA W LNG 15 NET TO WALE [NT511 STIR. PLAN - 2fi4.C10 %P O; SOIL AMENDMENT SECTIONS AZ12812o1g 3LLi N'mr AlniNm'xx DATE 1 RECORD DRAWINGS AS BUILT TJS 0/10/22 BJT SUWEY - BENCHMARK DE K DRAMIIk FOUND RK DATUM DOMEDIN CONCRETE MONU4MENT RPUNCHMARK IN 1-SIN BRASS DOME FINA4X41 0.4 N CHMIGM, K HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. REVISION BY DATE APPR eJT "BAND - OR 1 MOUNTING ON EXISTING METAL POLE OR LUMJMMRE 4" MIN, EDGE C 5116"x2-1/2" GALVANIZED BOLT WITH GALVANIZED WASHERS. DocuSign Envelope ID. B16CE03A•ED994F11-13559•FE8382C92131`13 1.5" RADIUS (TYP A SIDE VIEW, DOUBLE SIDED POST TOP MOUNTED PRIVATE STREET NAME SIGN 1,5" RADIUS 2" (TYP.) A BOLT END OF SIGN TO METAL POST. LETTERING OR NUMERALS SHALL NOT BE LOCATED WITHIN AT LEAST 2" OF SIDE VIEW, I11JUBLE SIUtU THE BOLTED END POST MOUNTED PRIVATE SIGN WITH HOUSE NUMBERS SIGN DIMENSIONS SIGN TYPE A B C D POST TOP PRIVATE STREET NAME 5" 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 129, EXCEPT MOUNTING HEIGHT SHALL BE 9'-0" COLORS LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REFL.) BACKGROUND - GREEN (REFL.) t PRIVATE ROADWAY SIGN DETAIL Pam_ 1S'� aUSLIc WORKS25MPH OR LOWER A 0VED. DEPARTMENT �� 7/30/2018 I DATE 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 35G CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE {-IOW THE PARTS ARE ASSEMBLED. 2, A 2" (IN) POST WITH A 7 1/4" (11N) 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 9-05 AND 9-28- EDGE OF TRAVELED ROADWAY 90 FOR REFLECTORIZEU SIGNS: MOUNT FACING 3•(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY BIGN FACE ORIENTATION .1 phi. "U7 kI 12 i] Lrl ZQ SICK POST o °oI R SQUAR . TUBE) o o ji m� I a DISHED r-d • e N LINE !r LOWER SIGN 5/16"(114),CORNER BOLT OR 3/IN] FLANGED POST SUPPORT SHOULDER BOLT WITH Nut AND WASHERS - 2 REQUIRED (TYP.) H BOLT STOP GN POST TYPE *T-4 SIGN BUIPPORT 7 LOWER SIGN POST SUPPORT - 2.25" (IN}, 7-CAGE, HOT -DIP GALV-, HEAVY-DUTY ANCHOR LAM_ COMMERCIAL CONCRETE MOUNTINLi ON METAL POST SIGN MOUNTING ON SINGLE « PUBLIC WORKS METAL POST DEPARTMENT (ADOPTED) N/A WE INCH AT FULL SCALE IF NUT ONE NCH SCAZ ACCORDINGLY VERTICAL M%9 , HORIZONTAL: N11D IM ,991 DATU M STD- PLAID- 129 APPROVED: - - CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Ntsfiv Planning/Building/Public Works Dept. 4:a9 F. TAL� 0 z 1423 /STIL NA L 0/10/20 V E V •� 0 C UU C: fV I`M a 00 •� � Q� N t1_ i 0 Ln a-+ f V N /M W U N- Y R-418829 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M rl- O O O J I� O O O Q J ~ N 0) O T N �O z DAM* 10/10/2022 Lij F-- m 0 FlELDB001C PACE: DRAWING NO: �w cn sI1EEr 29 �F: 47 m N N O N N rn 0) E F- OJ C7 C7, 3 0 0) CD N CD CD CD LA DIN GRADE BREAK SEE CONTRACT PLANS - 4'-0"MIN. CEMENT CONCRETE SIDEWALK - SEE NOTES FLARE (TYP.) 318" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP,) w 0 7 w u_ r m 0 SLOPE TREATMENT - SEE STANDARD PLAN Fri0.10 FACE OF CURB ASBUILT ROAD DRAINAGE NOTES AND DETAILS OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 1l' NOTES CURB RAMP WIDTH 4' - 0" MIN, LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1, At marked crosswalks, the connection between the curb ramp and the rOad- I LANDING LANDING E MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break G CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - CEMENT CONCRETE 4'- 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes. Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. TO SIDEWALK VLIDTH 7-0" (TYP,) SEE CONTRACT PLANS - MIN.SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4'- 0" MIN. *PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and - 3/8" EXPANSION BUFFERWIDTH - MATCH Pedestrian Curb details - JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-30.10 I TO CURB RAMP DEPTH �(TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I Contract Plans for width and placement of sidewalk. GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the PRESENT, OR TO BACK OF CURB (TYP.) - 'b adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian K ::::£......::. SEE CONTRACT PLANS ,� * * w Curb, or Sidewalks. f::.::iE k w / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown _ CURB, OR CURB CEMENT CONCRETE otherwise In the Contract Plans). When applying the 15-foot max. length, AND GUTTER - PEDESTRIAN CURB - the running slope of the Curb Ramp is allowed to exceed 8.3 . Use a /o DETECTABLE WARNING SURFACE - SEE NOTE 4 I SEE NOTE 4 B , single constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F-45.10 _ DETECTABLE WARNING SURFACE - the landing Over a horizontal distance Of 15 feet. DO not include the FACE OF CURB SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max, measurement. DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. LL 9. 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 iO CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN FASAO SLOPE IN EITHER DIRECTION 4'- 0" MIN. 15' - 0" MAX. (TYP,) GRADE BREAK R FLATTERRECOMMENDED FOR DE IG SEE CONTRACT PLANS S;NOTE7 COUNTER SLOPE - BREAK 5.0% MAX. 7.5% O LATTERRK CO * * LS% OR FLATTER RECOMMENDED FOR DESIGRADE JF %MAX.) TOP OF ROADWAY 9 5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.)01 LANDINGCURB RAMP \\` / DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN R10.12 - SECTION O �0T CEMENT CONCRETE CEMENT CONCRETE CURB RAMP'TYPE PEDESTRIAN CURB E PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY OMIT - SEE NOTE 6 ss1ONAL SEE NOTE DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F46.10 - + j y D�g1wy 20WR Scott z -0 2020N .TW' , 0922 132]'T 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O ~ 1' R. L21 L TOP OF ROADWAY L 1 m } s' - 6• CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 61R'_A FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE ,., 1-24 TOP OF I a'R. ROADWAY �l DEPRESSED CURB SECTION AT SIDEWALK RANI'L 31.78�' PREMOLDEv J01 NT FILLER E FULL -DEPTH EXPANSION JOINT ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT 6- CEMENT CONCRETE 1 f2' H. I'R- SDEWALJS RAMP VARIES OR LANDING FROM 6"TOO C• I 316- PRE MOL DED JOINT TT LLE R CEMENT CONCRETE PEDESTRIAN CURB AT SI DEWALK RAMPS AND LAN DINGS FACE Or ADJACENT CURB s V2--- SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF # 1 1• 1f2'R. ROADWAY 2" 1 1 7A 1 DEPRESSED CURB SECTION AT REStDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF cuHn FACE OF ADJACENT CURB GUTTER SURFACE 1' R- 51Q' I- I t2- R. 11 R i L • � TOP OF ROADWAY 1 ■ 1 8 114' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB CEfAIL AT RESIDENTIAL OR COMMERCIAL DRIVFV'JAYS. AND ALLEYS GENERAL NOTES: 1, E:aD standerd plans 102 and 101.1 for =b wpanvon and [ardra[hon Ont Spao3lg. Z Eapjmlwl joint shall be Full depth, 318" {In.) pfemDided IoW Filler. 3, For Depressed Monoillhk Driveway Cum 6 Gutter Secten_ 5413 SL9rdJ Ran 104.2 SM. parr - 101 R PUMAC NfORK!5 CEMENT CONCRETE CURBS DEPARTMENT It ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date:2020.09.25 17� 14:44:37-07'00' Allift STALE nE(iaN FNtlNEER VTir W-hinplen Stale Dapar -I of T-,,orMfen DQcUSign Envelope ID; 3B1634D3.7E0A"476C-AD83.4329FFE0C 108 -1iC FLATFACE GOTHIC �„r ❑ D. I �+ 7 DIA +l OC )dU 0 STORY Q! J" ❑0CC p aD &Ira• DIA 1b1fr DIA (2) IV-16 SS SOCKET NFAO CAP 15" DIA 1) OPEN PICKHOLE F SCRFW (ALLENHEAD) WANSHRS DNA 8' DIA BOLT CIRCLE CAST IRON FRAME AND COVER. SEE NOTE 3� I I 9' CLASS ^a, ASPHALT. $EE NOTE 4 CLEANOUT RISER, SEE NOTE 2 PAVED AREA (TYP-) EXTEND CLEANOUT P RISER 2' ABOVE DESIGN ONDLNG ' I ELEVATION OR PER PLkU OESIGN POWING ` 1 ELEVATION 4' COMPAGTED SAND OR GRAVEL aACKFILL FOR DRAINS PER wSDOT 9•43.17(4) SOIL TIGHT 45' BEND WY E Z&DIL TIGHT COUPLER t� UIDERORAIN, FOOTING i DRAIN COLLWTOR, OR `{ ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 .--.f � llllllll TO OVERFLOW _ STRUCTUREOR ' -I-��'EI FFRNGO GAMETED OU1K CAP OR 81 MILAN 4"STREAMSED CJBBLtS rPFR WSDOT R-03.1 U2) i CLEANOUT RISER SEE NOTE 2 kT I CLEANOUT RISER LOCATED WITHIN STORM MAIN MECItAN1C;AL PLUG DR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1 DIAMETER TO BE 8-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC UNDERDRAIN PIPE PER STD. PLAN 282.10 2. CLEANDUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FCQTING DRAIN COLLECTOR, OR ROQF DRAIN COLLECTOR PIPE 3, FRAME AND COVET# SHALL BC EJ PRODUCTS M75Z1 PT AND W7rAAPT OR APPROVED CQIw. COVFA TO I] : LOCKING vvrtH ALLEN HEAD BOLT, L"XPO -$CORM- OR 'DRAIN' 4. FOR CLEANOUTS FULLY OR PARTNLLLY WITHIN UNPAVED AREAS OUTSIDE OF BEORETENTION PONDING AREA, POUR W THICK 2V' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 PSI GENERAL NOTES: 1 CLEANOUT5 FOR UNDERDRAIN. FOOTING DRAIN COLLECTOR. AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET. AT EVERY 90 DEGREE OR SECOND 45 DEGREE SEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES 2 ALL IFTMNGS SHALL BE SOIL TIGHT. 3 CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE. UNLESS OTHERWISE APPROVED 8V THE CITY. UNLE55 OTH EA W ISE NOTED. DRAW NG 15 N UT TO SCALE , N'. STD, PLAN -Z26.00 a� PUBLIC WORKS STORM SYSTEM CLEANOUT O8/13/20DEPARTMENTEIWH ar#in Pastucha �&Al1 w'i�.$OBIAaD DATE 1 RECORD DRAWINGS AS BUILT TJS 110/10/22 BJT DEM . RK BENCHMARK DRAWN: FOUNDATUM DOME DIN CONCRETE MONUMENT IN BRASS DOME SS FOUND �INA4X4RK I 0.4 " DHE� K HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. REVISION BY DATE FAPR '�R°�DBJT N/A 0 1 8; ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DacuSign Envelope ID: 3131 B341D3.7EOA-47EC-AQW-4329FFLOCIN VOMC N_ MAW ISM HORIZOWAL: WD 1983 1991 DATU M TIERING 7LT HOLES - 3 PLACES 7UA{,LY SPACED 12V APART ON 111fe" D64. ELL SKID GROOVE PATTERN DIA PICKHOLE COVER BOTTOM VIEW (3I BET SOC. IIALLEN HEADI [iY8--11 x 1.5 SS RUBBER WASHER "D IV Y4- 21 e 3'4 r EON BOLTING DETAIL 11'YP.) COVER SECTION VIEW Rt18- 28 P5 1!4' DIA. GASKET GRQpVE DETAIL 114' DIA. NEOPRENE GASKET 1 ,na- Lir, IW F F j110 23 W DIA CL OPEN 27 5116 DIA, SKID GROOVE PATTERN DETAIL 34 1 W MA FRAME SECTION VIEW NOTES: 1 ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717G1 Oft APPROVED EQUAL 2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES WITHIN PRIVATE OEVELOPMENTB OUTSIDE OF PUBLIC RIGHT-OF-WAY. UNLE55 OTHERWISE NOTED, DRAWING I'i NOT TO 5CALE I NTS) STD. PLAN - 204.40 PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PRIVATE) artin PastuchW13/2020 2MOMM"O.. DATE CALL BEFORE YOU DIG: 1-800-424-5555 CI TY OF RENTON Planning/Building/Public Works Dept. 8:48 F. TAL� O Z J 1423 S T ss/DNA L 0/10/20; V i V YI L 4) 7 C -1- •� 0 0 Z C W C: � N M � C aO�ON Q i 0) LO LO 4-7 N N W V co r Y R-418830MENNEN IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M T� Cy) 0 0 O O TI V J V J r O O TO V J Q lam` ~ N /11 O T N �O z DATE 10/10/2022 F-- m 0 FlELD3001C PACE DRAWING NO, �w cn SHEET: 30 OF: w 71 od 00 0 0 I- Q O 73 N c / Q0 N / O O CD M I. N 0 20' 40' 80' SCALE: 1 "=40' ASBUILT TREE RETENTION PLAN OF EDENFIELD PLAT (SUMPTER) A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E•, W•M• CITY OF RENTON, KING COUNTY, WASHINGTON KING COUNTY R-4 W [HE LENCLAVE AT � I I BRIDLE RIDGE —L-- I I II 'lIW W Ip r ----- — L--------- L---- r--- -J - - - - - - - - - - - - - - N----- -x ©- • I 1 & DERISE 1423059030 EXISTING TREES • BE REMOVED 71 • ••'-IEOII - _,. -.— i'• N �� 1�� .�'�s��LrS2l\-_ I •�� �:��� \ _ / • _ • • • I I • • • , SM III\f� /i��P�I',��%if T\,►/ •� '%`w id' �•�i r�> _ • \ i �`�.•.In�. 1: �L— — ------ —■,�— :.G. �► 1 /r�, /��a._ �► • f.��. -� "off./ > � aIIIIIIIII �: _ ►+ �;,/ ...+_�91e . a�, •/ ill �' w� ♦ �..►�p�.+ ��j / r • • � \ � � . �. � r1`�.,- 1 i16��ID��M{ii _ RI!*M�.✓/I ` ✓ �it7 , \�� • iii ... •�� ��• � j i. rim : �► i/��Il�.' �i�� /,..:�j®,.�'1 �_.r \\r� �:�✓L . ;��; ��' ��1 �,w,I/ ' �!'=7 1 ter,_ 7i.��= �'L)�r !*��� • y,, �' • •,� �s.�' ��` ��- �~ _ O''r// `_' ,� 1 / •. \ �\�'o,— tj►r'a1` me '�i �' I�?" 11 ill �i►;.�J �`� �/�• �/" J.' `�@ �/187 «• ` ��`�,,i►' ,ti:a��/ �/ �:�� v�.►�« /� �., ; i �« /� ' #18I EXISTING TREES To 4, EX BUILDING J, • ' • • Y ��aBE REMOVED i,. N �r• / • .. YJ'�� I 9r h► w PROPOSED TREE PROTECTION EASEMENT �:•� r I I 'y� 1 • p 1 h .�.:, _ ��'::----- _--_°�1♦ ^�r1 / am mum!-11,., c r r ;a /�• T� .i �1►Iil �i ii_ �® •.C�%� ���t r ^ ,.. . -:I r\� / '�� •.r,✓'; _ ��i orn� �•I -� - 0 � . IA �/ i �•�� , •• .� . , t--�,��o - -- 1. -- -j1'7 f/V:�/`�\ / • .�A�.•y,������}:�r.. Rj, 1 f, y •, u. �� !-i\�.I,V+�1�� .... • I �Ir� `'!. S!'�•�.r•-- C`•W�'jv°' ,,.,w�i. i . ,.;�•_,r%, �,_. �� ,I� 1 i — •Ao • 1 e b. �.Vj p i ar `Y+ v •+ v.. . � � / .� !�Ji'/i 1 r ♦r ��� �' ��u�•n� 'I'I� �� • _i � q �,�oo, .• j��b `� � �r • • �� � i i A��/L '�. �,G _►�., � ��'.����^ �� � IIII � ��� ,,�.Rv� �,o#,j �� • '������� • , •1 • 11 11 •1 1 - • 111•• • •1 ;,���JIN6� / • 11 1 • 111 • • • • • 1 111° • 111 • � • 111.1 11 0 • ;1 L0 • 1 1• -•• • 1 1 • 1 1 1 1 � 1 1 1 • • 1 - 1 1 •1' • • • • '• •• 1 1 • 1 X I W W .' o o �,... _- I— J �I� m . X t�//�� 111 I I III II EX 12" 1423059023 ° :, :A II I O. STORM (TYP) SJOLUND KRISTINA M 2. 00 IIII X I NONIS JACOB & MORGAN oo 2345750120 2345750130 -------� EXISTING TREES TO I;I ' X BE REMOVED (TYP)38 _ — #215 #213 I 212 c,� 4,i ��_> �� Z' CITY OF # #�11 205 199 #194 '7, �\`- y" #]76.0 174 RENTON -4 i�z .. 42 # #1 #1s$ #1s4 ` , (�i7? # Z Z 12' R W - - - , .F # �• `� °F`� ��� r� - - - 175 # 1667 TREE SAVE TABLE POINT i TAG f SPECES SQE MRPZ LOCATION POINT i TAG f SPECES S M MRPZ LOCATION 150380 5 FIR 181N 12' EW ROW 150633 79 CEDAR 121N 12' N 5 150381 6 FIR 141N 10' E ROW 150634 77 CEDAR 131N 13' N 5 150382 7 FIR 221N 18' E ROW 150644 80 CEDAR 71N 11' N 5 150383 8 FIR 271N 20' E ROW 150645 81 CEDAR 81N 8' N 5 150385 10 FIR 29N 18' NE TR A 150646 82 CEDAR 91N 9' N 5 12 FIR 341N 20 N TR A/1 150647 83 CEDAR 111N 11' N 5 150572 55 FIR 191N 6' 3 150648 84 CEDAR 111N 11' N 6 150573 58 FIR 251N 18' N 3 150649 85 CEDAR 111N 11' N 6 150574 56 FIR 111N 6' 3 150652 86 FIR 101N 8' W 6 150575 57 FIR 121N 8' S 3 150653 90 CHERRY 91N 6' 6 150576 59 FIR 111N 6' 3 150657 92 FIR 111N 10' N 6 150577 60 FIR 171N 12' S 3 150658 91 FIR 121N 12' N 6 150578 61 FIR 211N 24' NE 3 150659 A FIR 121N 6' 6 150609 65 COTTONWOOD 161N 6' 4 150667 93 FIR 111N 10' N 6 150612 66 FIR 201N 12' S 4 150670 95 FIR 111N 6' 6 150619 62 FIR 141N 10' S 4 150671 97 FIR 101N 6' 6 150621 67 FIR 231N 14' N 4 150672 98 MAPLE CLUSTER CLUSTER 6' 6 150622 69 FIR 201N 14' S 4 150829 131 FIR 81N 6' 8 150625 70 CEDAR 121N 12' N 5 150830 132 FIR 221N 14' W 8 150626 71 CEDAR 131N 13' N 5 N/A 130 FIR 71N 6' 8 150627 72 CEDAR 151N 15' N 5 N/A 96 MAPLE 91N 8' N 6 150628 73 CEDAR 111N 11' N 5 N/A 68 FIR 191N 14' S 4 150629 74 CEDAR 131N 13' N 5 N/A 4 CHERRY 81N 6' E ROW 150630 75 CEDAR 141N 14' N 5 150631 76 CEDAR 101N 10' N 5 150632 78 CEDAR 161N 16' N 5 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 TREE PROTECTION FENCE* EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. SEE FENCING AND SIGNAGE DETAIL ON SHEET 39 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 �'� MINIMUM ROOT PROTECTION ZONE. 1 ❑ OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET (1-1/4') FOR EVERY ONE INCH / SEE SHEET 38 AND 39 FOR MORE (1-) OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS DETAILS. SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, "NO TRESPASSING -PROTECTED TREES," OR ON FLESS THAN SITE INDIVIDUALLY TREESOR OSHALLTHE SPECIAL KEYNOTE: SPECIAL BEFENCING AND SIGNED. INDIVIDUALFIFTY GROUPS OFHTREDES FENCED TREES SHALLCBE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY TREE SOLUTIONS INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE MAINTAIN SIX-FOOT (6U) HIGH CHAIN LINK TEMPORARY CONSTRUCTION APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES. PLACEMENT WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. OF TREE PROTECTION IS BASED OFF OF EXISTING DRIPLINES AND MINIMUM D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE ROOT PROTECTION ZONE SPECIFIED IN THE TREE PROTECTION REPORT. A MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED, UNLESS OTHERWISE APPROVED BY CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO THE CITY. (ORD. 5958, 12-9-2019). INSPECT TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP REPORT PREPARED BY TREE SOLUTION INC FOR MORE DETAIL. APPROVED LINE OF THE TREE OR (11) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR TREE PROTECTION PLAN IS LOCATED ON SHEETS 37 TO 39. rl. F. TAL / � Z J 1423 S T SSIONA L D/10/20 V E C v Z3 .� (0 Z C Lu c� c N M a' cc03 m �amc 0) 0 L0 i O L0 a-7 N N /c�v W U r a) Y �,t EACH ONE INCH (1 ") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR TREE NOTES: R-418831 OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3-2012). TOTAL EX ONSITE TREES (MINUS TREES IN R/W) = 212 TREES IN COMPLIANCE WITH CITY OF RENTON STANDARDS F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A PROPOSED SAVED TREES (MINUS TREES IN R/W) = 44 TREES 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. CALL BEFORE YOU DIGS H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE 1-800-424-5555 PROTECTION. (ORD. 5676, 12-3-2012; ORD. 5841-6-12-2017). BENCHMARK DATUM FOUND PUNCHMARK IN 1Ya BRASS FOUND PUNCHMARK IN 1Ya DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 1 RECORD DRAWINGS AS BUILT TJS 10/10/22 BJT Sum: Ste: 1 "=40' NAVD 1 °�� �° ��� DATUM CITY OF RENTON Planning/Building/Public Works Dept. ASBUILT TREE RETENTION PLAN EDENFIELD (SUMPTER) SHORT PLAT M A I N V U E WA L L C 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 DESIGNED: WAWN:RK ONE INCH AT FULL SON INCHY ISCALEOTAL ONE cHE BJT N0. REVISION BY DATE APPR '� B. JT M 04 H I, r 0 O O 0) Q �Z 1% Q J ~ N 0) O T N cry O z DATE: 10/10/2022 � m O FIEIDBOOK: PACE: DRAINNG NO: �w c/') SHEET: 37 DF: 47 O co M O O O N M O O O O 6� Q O O O I 11 c r S S f c r c f c c c c W � 0 L O co M O O O N M O O O O 6� Q O O O I 11 c r S S f c r c c c c c c W � 0 L 00 N LANDSCAPE PLANTING PLAN 00 O 0 U In N O N 1 CD N / 0 0 CD N m 0 20' 40' 80' LEGEND EXISTING TREE TO BE RETAINED; PROTECT DURING CONSTRUCTION KING I Iz 0 Z O UI III , J III I I I I / IN ICI 1 X. T IN � 11'.. I •� / / Id I d mxx III I'•. III I I I PROPERTY L \Rc'\�- CjfiiM�NoR GROUND COVER PLANTS`PER CONDITION OF APPROVAL #2\-,� FORRESTOR MARK 1463400081 NO SHRUB/TREE PLANTING WITHIN DRIPLINE OF EXISTING TREES KING COUNTY R-r HOLD BACK ALL PLANTS 3' FROM HYDRANT NO SHRUB/TREE PLANTING WITHIN DRIPLINE OF EXISTING TREES ■% 1 li I I I I I —~ I IY � I I LJ I I I I I •• Li.l I I I' f I I , � 1 � i 1 I I A 1 � i 1 I I 1. I 2) SPLIT CEDAR RAILS — TOE —NAILED TO POST (16d) 6' MIN. SPLIT CEDAR POSTS PRE —BORED TO RECEIVE RAILS PRE —TREAT 3' FOR GROUND CONTACT. DIRECT BURY POST. CLEAN MINERAL SOIL BACKFILL COMPACTED TO 95%. FINAL GRADE I CROW SCOTT MATTHEW I 1397500100 I I PROTECTION OF THESE TREES IS IN YOURCARE. ALTERATION OR DISTURBANCE IS PROHIBITED BY LAW. OF S E)mP_E R SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NOTES: 1. RAIL FENCE TO ALIGN WITH LAND GRADIENT 2. TREAT WITH CLEAR PRESERVATIVE UPON COMPLETION OF ERECTION 3. ALL FASTENERS TO BE GALV. STEEL MCGAHA RONNIE D 1397500090 SPLIT -RAIL FENCE WITH TREE PROTECTION SIGNAGE NOT TO SCALE PER RMC 4.4.130(H)2 I NONIS JACOB & MORGAN KING COUNTY-WLRD SWS 1397500110 1 PER CITY COMMENTS TCR 1 PER CITY COMMENTS TCR NO. REVISION BY SURVEYED: DESIGNED: TCR 1/18/21 JMV DRAwN. TCR / 1 /2 1 JMV CHECKED: JMV DATE APPR APPROVED: JMV OBERENDER DALE C & MONICA 1 i I 1397500080 I I I 1 "=40' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY W U Q TREE REQUIREMENT CALCULATION LOT # AREA 2 TREES/5,000 SF REQ. TREES/LOT RETAINED TREES PLANTED TREES 1 9,151 0.0004 4 0 4 2 9,151 0.0004 4 0 4 3 9,151 0.0004 4 7 2 4 9,151 0.0004 4 7 2 5 9,151 0.0004 4 14 2 6 11,869 0.0004 5 11 6 7 12,522 0.0004 5 0 5 8 9,604 0.0004 4 3 1 SJOLUND KRISTINA M 2345750120 RESTORE SURFACE DISTURBED BY REMOVAL OF HAMMERHEAD WITH LAWN DITION OF APPROVAL #2 co BARKER SHARON (TTEE) 1397500070 x :' _ �. ' 11 O J I II r VERTICAL: NAVD IM HORIZONTAL- NAD 19W/1991 DATU M . k CITY OF RENTON Planning/Building/Public Works Dept. PENCE ALAN D & DENISE 1423059030 CITY OF RENTON R-4 MAY RONALD G 1397500060 LOCK AND LOAD RETAINING WALL, SEE CIVIL LEXI TIM & GINA MARGITH 1423059091 EXISTING TREE TO BE RETAINED, TYP. 4 CITY K ING RENTON R-E � —� G COUNTY R-A PROPERTY LINE I I I I COYLE ROBERT 1397500050 I R-418834 V G V O � � O o/'� •� V Z C W c � N M a000(N 1aQq t ��LO i un +S N W V r Y M H H N U H H IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r CURRENT PLANNING + njanders 11/04/2021 Ming 11/04/2021 ' d) LANDSCAPE PLANTING PLAN SUMPTER SHORT PLAT KIM GREER 5007 E CORAL LANE SPOKANE, WA 99223 O T N cry 0 Z DM 10/19/2021 m F-- 0 FlELD13001C PACE 0— DRA1111NG NO: W �U SHw'40OF`47 m 0 W H PLANT SCHEDULE PLANT SCHEDULE OF SUMPTER SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DECIDUOUS TREES BOTANICAL / COMMON NAME CONT. SIZE WATER USE ORIGIN FOLIAGE QTY G ACER CIRCINATUM / VINE MAPLE B & B 1.5" DBH OR 3" TOTAL MULTI -STEM LOW NATIVE DECIDUOUS 9 NURSERY GROWN, STAKE AND GUY ONE GROWING SEASON. 0 ACER PALMATUM'SANGO-KAKU' / SANGO-KAKU JAPANESE MAPLE B & B 1.5" DBH LOW ADAPTIVE DECIDUOUS 3 NURSERY GROWN, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON. AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' /'AUTUMN BRILLIANCE' SERVICEBERRY B & B 1.5" DBH LOW ADAPTIVE DECIDUOUS 3 T���•���/// NURSERY GROWN, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON. STREET TREES BOTANICAL / COMMON NAME CONT. SIZE WATER USE ORIGIN FOLIAGE CITY J ACER TRUNCATUM X PLATANOIDES'WARRENRED' TM / PACIFIC SUNSET MAPLE B & B 1.5" DBH LOW ADAPTIVE DECIDUOUS 11 NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON. SMALL TREE PER RMC 4-4-070.F(2)C, 30' O.C. CERCIDIPHYLLUM JAPONICUM / KATSURA TREE B & B 1.5" DBH LOW ADAPTIVE DECIDUOUS 10 NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON. LARGE TREE PER RMC 44-070.F(2)C, 50' O.C. SHRUBS BOTANICAL / COMMON NAME CONT. WATER USE ORIGIN FOLIAGE ® CHAMAECYPARIS LAWSONIANA'WISSEL'S SAGUARO' / WISSEL'S SAGUARO PORT ORFORD CEDAR 2 GAL. MIN. LOW ADAPTIVE EVERGREEN 10 FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. ® GAULTHERIA SHALLON / SALAL 2 GAL. MEDIUM NATIVE EVERGREEN 38 FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. ® MAHONIA AQUIFOLIUM / OREGON GRAPE 2 GAL. LOW NATIVE EVERGREEN 43 FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. of WAS/,/ EfillvaRp' Mc MYRICA CALIFORNICA / PACIFIC WAX MYRTLE 2 GAL. LOW NATIVE EVERGREEN 36 FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. r NI pis rye. ® NANDINA DOMESTICA 'COMPACTA'/DWARF HEAVENLY BAMBOO 2 GAL. LOW ADAPTIVE EVERGREEN 62 FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. Sc © PINUS MUGO 'PUMILIO'/ MUGO PINE 2 GAL. LOW ADAPTIVE EVERGREEN 23 FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. c c Rh RHODODENDRON X'ANAH KRUSCHKE' /ANAH KRUSCHKE RHODODENDRON 2 GAL. MEDIUM ADAPTIVE EVERGREEN 15 FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. c r S8 SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY 2 GAL. LOW NATIVE DECIDUOUS 41 C FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. W c C w Od VIBURNUM DAVIDII / DAVID VIBURNUM 2 GAL. LOW ADAPTIVE EVERGREEN 24 00 FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. — c L N GROUND COVERS BOTANICAL / COMMON NAME CONT. WATER USE ORIGIN FOLIAGE SPACING m O N m ca ARCTOSTAPHYLOS UVA-URSI ' MASSACHUSETTS'/ MASSACHUSETTS MANZANITA 1 GAL. LOW NATIVE EVERGREEN 30" D.C. 1,440 FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. TRIANGULAR SPACING. m++++++++++�+�+++� R-418835 RUBUS CALYCINOIDES EMERALD CARPET' / EMERALD CARPET CREEPING BRAMBLE 1 GAL. LOW ADAPTIVE EVERGREEN 30" O.C. 464 FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRIANGULAR SPACING. CURRENT PLANNINGIm O DROUGHT -TOLERANT HYDROSEED LAWN 7,755 SF JDing 11/04/2021 . 1'=40' "®° ""' CITY OF PLANT SCHEDULE 1 0 /19/2 MR RENTON SUMPTER SHORT PLAT 1 PER CITY COMMENTS TCR o �e 2OAPPR V °tl"` TCR K I M G R E E R 1 PER CITY COMMENTS TCR 9/1 /2V �� DATUM aw ..mx.Planning/Building/Public Works Debt. 5007 E CORAL LANE NO. REVISION BY DATE "�W J""` "gym" SPOKANE, WA 99223 "` 41 ^ N U b u i1 LANDSCAPE PLANTING NOTES AND MATERIALS BCOPE OF WDFK 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 90-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 PIANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. IRRIGATION SYSTEM: BIDDER -DESIGN IRRIGATION SYSTEM. LANDSCAPE CONTRACTOR TO VERIFY AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY WORK ON THE PROPOSED IRRIGATION SYSTEM. PROVIDE WRITTEN RESULTS OF WATER PRESSURE TO LANDSCAPE ARCHITECT 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; "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 A SOIL TESTING LABORATORY. 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. LANDSCAPE NOTES AND DETAILS OF S UMPTER SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING T THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED A HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL P RESULTING FROM CONTAMINATED OFF SITE SOURCES. T B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC M TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY G VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR E EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN D AMENDMENTS AS LISTED IN "C". P C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: M 1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON -FARM M ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR T PRODUCTS. 2. 30-POUNDS NITROFORM (38-0-0) U 3. 5-POUNDS AMMONIUM SULFATE F 4. 40-POUNDS CALCIUM CARBONATE LIMESTONE S 5. 40-POUNDS DOLOMITE LIMESTONE 6. 5-DUNES BORON (AS BORAX) C ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. D D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: C 1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL P 2. OA-CUBIC YARDS ORGANIC COMPOST. 3. 3-POUNDS NITROFORM (38-0-0) 4. 1-POUNDS AMMONIUM SULFATE 5. 2-POUNDS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE E) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -7 INCHES BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND MULCH. 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 -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS 2. IN ALL LANDSCAPE AREAS, PUCE 2 INCHES OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY TILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS. PUCE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL IN ALL LANDSCAPE AREAS FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. ORGANIC MULCH UOPDRESSING): 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 AS NOTED ON PLAN. 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. REES AND SHRUBS: MANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, _ANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS 0 STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO ECHANICAL COMPACTION. ROUNDCOVERS: XCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL IAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT ROPER GRADE, AS DETAILED. ULCH: ULCH ALL LANDSCAPE AREAS NOT COVERED BY IAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY 0 PROVIDE A 2-INCH DEPTH. TILITY CLEARANCES: IELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT EPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. LEANUP AND PROTECTION: URING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY ONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE PERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE ERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. 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 a LAWN PUNTING; PROVIDE 3' 9 "NO GRASS" TREE RING AND 2" DEEP MULCH DYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF FOOTBALL 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 FINISH GRADE AT MULCH DYER 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM TOPSOIL AS SPECIFIED CURB PER CIVIL DRAWINGS (WALK FINISH GRADE AT SIMILAR) 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. 1" MAX. / CLEAR SIDEWALK LAWN COPDRION MULCH CCNgRON (CURB SIMILAR) PLANTER SECTION DETAIL N01 10 SCALE JCR 1 PER CITY COMMENTS TCR 0/18 2 JMV °tl� TOR 1 PER CITY COMMENTS TCR 9/1/21 JMV �� DATUM JMV n wu wM NO. REVISION BY DATE APPIR 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. 8-32-16 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 MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE �FN2EPj�RE PPP"' PLANTING NOTE: BED. REMOVE CONTAINER &WORK ROOTS @@ FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING LTA THAN 1 GAL 1 GAL CONTAINF3i ft d LARGER ( RAM® 6EFOFE MULCH) (PIANTED BEFORE MULCH) GROUNDCOVER PLANTING DETAIL NOT TO SCALE MULCH AT CURB DETAIL N01 10 SCALE CITY OF ' RENTON Planning/Building/Public Works Dept. 1 u¢rc X. TOP OF CURB IP OF MULCH � of IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING JDing 11/04/2021 LANDSCAPE NOTES AND DETAILS SUMPTER SHORT PLAT KIMGREER 5007 E CORAL LANE SPOKANE, WA 99223 :w 0 Do r m O O r N X m r O 0 O i r 7 M DESIGN NOTES O Reference: Barhhausen Consulting Engineers, Inc., Detailed Grading Plan, Sheet 9 of 24 dated June 6, 2021 O The following design assumptions were used: Internal angle of friction for reinforced soil = 32 degrees (design only) Q Unit weight of reinforced soil = 125 pcf LLJ Maximum wall height = 8.00 feet (Reinforced) 4.00 feet (Gravity) Batter of wall = 11 : 10V Surcharges (Where Applicable) = 2500 pit Footing Strip Load 250 psf Uniform Soil Load TECHNICAL SPECIFICATIONS FOR MECHANICALLY STABILIZED LOCK & LOAD RETAINING WALLS GENERAL A. The Work involves the supply and installation of soil -reinforced retaining walls. The Concrete Panels and Counterforts will consist of Lock & Load Stone. Counterforts and Geogrid are the types of soil reinforcement. The work will include, but is not limited to: A-1 excavation to the grades shown on the civil drawings A-2 supply and installation of geogrid reinforcement A-3 supply and installation of drainage fill and piping A-4 supply and installation of segmental Lock & Load Stones A-5 supply and installation of retained and reinforced soil ill B. The walls shall be installed on undisturbed Native Soils or Structural Fill, as appropriate. Q MATERIALS d A. Concrete Panels and Counterforts are locked together to form a "Stone". The retaining walls have been designed on the basis of Lock & Load Retaining Wall "Stones". "Stones" are to be purchased from a licensed Lock & Load manufacturer. The Lock & Load trademark on each pallet identifies Lock & Load products. B. Information on the purchase of Lock & Load products can be obtained through: fn LOCK +LOAD Retaining Walls, Ltd. fY Telephone: (604) 732-9990 uJ Websi[e: www.lock-load.com d C. Geogrid: Structural geogrid reinforcement shall consist of Minagrid 5XT, or an 75 alternative as approved by the Geotechnical Engineer. D. Drainage Fill: Drainage Fill placed around and above the perforated drainage pipe shall Consist of round or angular 3/4-inch to 1-inch "clean" rock. E. Face Gravel: 3/4-inch to 1-inch clean crushed rock or approved equivalent by the Geotechnical Engineer. F. Reinforced and Retained Soil: Suitable granular material approved by the Geotechnical Engineer. G. Leveling Course: The Leveling Course shall Consist of angular, crushed aggregate with maximum size of 3/4 inch. The Leveling Course Fill may be single size or may be well -graded Containing a maximum of 5 % passing the No. 200 sieve. EXECUTION A. Contractor shall excavate to the lines and grades shown on the construction drawings. The Geotechnical Engineer should observe the excavation prior to the placement of the leveling material or fill soils. B. Over -excavation of deleterious soils, rock, and debris shall be replaced With material meeting the specifications described in Materials Section "F" above. The material shall be Compacted to 95% ofASTM D1557 (Modified Proctor) and shall be at (or slightly above) the optimum moisture Content. C. The first course of Concrete Lock & Load "Stones" shall be placed on the Leveling Course, and the alignment and level shall be checked. D. "Stones" shall be placed with the top of the panel level and parallel to the wall face. The Counterfort Base shall be installed horizontal and perpendicular to the face of the retaining wall. E. Geogrid shall be oriented with the highest -strength axis perpendicular to the wall alignment. F. Geogrid reinforcement shall be placed at the levels and to the lengths shown on the drawings and shall begin at the back of the Lock & Load Panels. G. The geogrid shall be laid horizontally in the direction perpendicular to the face of the retaining wall. The geogrid shall be pulled taut, free of wrinkles, and anchored prior to backfll placement on the geogrid. H. The geogrid reinforcement shall be Continuous throughout respective embedment lengths. Spliced connections between shorter pieces of geogrid are not permitted. I. The drainage pipe discharge points shall be Connected to an approved system. J. Reinforced and Retained Backfill shall be placed, spread, and Compacted in such a manner that minimizes the development of slack in the geogrid. K. Reinforced and Retained Backfill shall be placed and compacted in lifts not to exceed 8 inches where hand -compaction equipment is used and not more than 12 inches where heavy Compaction equipment is used. Compaction should occur over the tail of the Counterfort prior to areas away from the retaining wall. Hand -operated vibratory plate compaction equipment (700 lb. to 1,000 Ill shall be used to compact the face gravel at wall face. L. Reinforced and Retained Backfill shall be Compacted to 95 % of the maximum density as determined by ASTM D1557 (Modified Proctor) or equivalent. The moisture content of the backfill material prior to and during compaction shall be uniformly distributed throughout each layer and shall be at (or slightly above) the optimum moisture content. MSE LOCK & LOAD WALL DESIGN AND NOTES OF SUMPTER SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON GEOGRID SCHEDULE Panels Height id •th Layers III©©IIII�©IIIII�' © ' r r r r EEMEMM n® . r r WEWMWW M: r r : r r EEMEMM GEOGRID: A = Minagrid 5XT M. Hand -operated Compaction equipment (700 lb. to 1,000 lb.) shall be used within 26 inches of the front face of the Concrete facing. N. 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. O. Rubber -tired equipment may pass over the geogrid reinforcement at speeds less than 10 mph. Sudden braking and sharp turning shall be avoided. P. 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. NOTES 1. Wall alignment and heights to be established by Contractor / Surveyor. (-Fence (By Others) 61 Max. Structural and Traffic Loading Must Be i Oull The zone Of Influence If H:fv) Retained Structural Fill Soil Wall Neigh H=4' o� 1 6�. or ., Competent Cut " %p.; 12 (Mtn • Drainage Blanket 'a"•' 16' of Well-Compactetl If (As Neceasav per Geotechnical En9snee �— Face Gravel 1 NOTE: Geotechnical Engineer shall 111 111-111-1evaluate the need for Supplementary NOTE: Well reseal must postage behind the Reinforcement 4' Pedorakd DalnDlpe be placed during or immediately - - (On-Gotle) Zone during Construction. afterwall conslctlon. 4o-6" Leveling Course Surround with Clean Rock GRAVITY WALL CONDITION TOTAL HEIGHT (H)=4e (MAX.) 2. Geotechnical Engineer to confirm Keyway stability, support characteristics, and overall stability prior to construction. 3. Construction of the wall should occur in conjunction with installation of utilities within the geogrid reinforcement zone. The wall should be built to the grade of the geogrid layer immediately above the utility alignment. The utility must be installed prior to placing the first geogrid layer above the utility. After the utility is installed, the remaining section of the wall may be constructed as the alignment is backfilled. Construction as such will help minimize damages to the geogrid. Maintenance of the utility alignment must preserve the geogrid, if encountered. BENCHMARK FOUND PUNCHMARK IN 1y" BRASS FOUND PUNCHMARK IN IY40 BRASS DATUM DOME IN CONCRETE MONUMENT IN DOME IN 04 CASE 0.5' BELOW GRADE OBSERVED 0.4' BELOW GRADE 37555 HORIZONTAL DATUM: VERTICAL DATUM: (NAD 83/11) (NAD 83/11) 1 '83/'91 NAVD '88 N:175866.55, E:1319201.78 N:175852.22, E:1319809.82 kN REVISION NOT -TO -SCALE 27" Jai F TT Y z 6.. — ----3 2 i m TOP VIEW �75 SIDE VIEW z 7.651, l __ _ Y 0 4. ¢ m 1' 27" ► Bo goo 11s• 90 L] 21_ p.q• II 'I T REINFORCEMENT BAR BENDING DETAIL PICTOF NOTES: 1. Installation to be Completed in accordance with manufacturer's specifications. 2. Do not scale from drawings. LOCK & LOAD COUNTERFORT NOT - TO - SCALE — solm mi°Da'I°g7i«r �� DATUM M NL LY[ r IR�eW eesa.vlmtsnr � I ......,.,I_,oa,,..w" eNOTE: Well Toe cover shall be 24" (Min.) for 2Hh V Sloping condition In Front of Wall. TYPICAL WALL SECTION (GEOGRID) FRONT VIEW Outline of Connecting Loop 6]5" TOP VIEW 16" IF NOT - TO - SCALE Poly Fiber Reinforced 1 1/2" fiber (4 lbs./yard) 6,000 psi concrete Casting Tolerance SIDE VII NOTES: 1. Installation to be Completed in accordance with manufacturer's specifications. 2. Do not scale from drawings. LOCK & LOAD PANEL NOT - TO - SCALE CALL BEFORE YOU DIG: 1-800-424-5555 TS' O 00 ar M O O O t N i O � R c T O) n o U O O O O In ' 6 m a O Q J .21 Sheet No. LL1 R-4188 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF MSE LOCK & LOAD WALL DESIGN AND NOTES _ RENTON SUMPTER SHORT PLAT Planning/Building/Public Works Dept. �� KIM GREERxtr p