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068j, Iq O Iq I__I Ld I- X Y 0 0 U mi IL rri N N 0 N N Z Lq Q) a I. OWNERS/DEVELOPERS TRIPOINTE 15900 SE EASTGATE WAY, SUITE 300 BELLEVUE, WA 98008 (425) 452-6546 CONTACT: BARBARA YARINGTON/ JEFF BECKMANN ENGINEER/PLANNER/ SURVEYOR/LANDSCAPE ARCHITECT BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 251-622 FAXS)(425) 251 28782 CONTACT: BARRY TALKINGTON/MARK SUMROK/IVANA HALVORSEN/JEFF VARLEY WETLAND BIOLOGIST RAEDEKE ASSOCIATES, INC. 9510 STONE AVENUE NORTH SEATTLE, WA 98103 (206) 525-8122 FAX (206) 526-2880 NOTES 1. TAX #: 222305-9004 2. GROSS SITE AREA: 264,593 S.F. (6.07 AC) 3. SITE ADDRESS: 14207 MAPLE VALLEY HWY, RENTON 4. EXISTING USE: VACANT SINGLE FAMILY 5. PROPOSED USE: 45 ZERO LOT LINE HOMES 6. EXISTING ZONING: R-14 (14 DU/ACRE) 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: RMD 8. REQUIRED MIN. LOT WIDTH: 30 FEET/CORNER 40 FEET 9. PROPOSED MIN. LOT WIDTH: 30 FEET 10. REQUIRED MIN LOT DEPTH: 60 FEET 11. PROPOSED MIN LOT DEPTH: 69 FEET 12. GROSS DENSITY: 7.8 DU/ACRE 13. NET DENSITY: 8.04 DU/ACRE 14. REQUIRED MIN. SETBACKS: FRONT: 15 FEET (ALONG 'ROAD A') 10 FEET (ALONG 'TRACTS B, C AND E) GARAGE: 20 FEET INTERIOR: 4 FEET REAR: 10 FEET ALLEY VEHICULAR MANEUVERING AREA: 24 OR 26 FEET FROM BACK EDGE OF ALLEY 15. MAX BASE HEIGHT OF BUILDINGS: 30 FEET 16. MAX BUILDING COVERAGE: 65 PERCENT 17. MAX IMPERVIOUS COVERAGE: 80 PERCENT 18. REQUIRED LANDSCAPING: 10 FEET AT STREETS 19. MIN OPEN SPACE: 350 SF/UNIT 20. MIN PRIVATE YARD AREA: 250 SF/UNIT 21. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD VERIFIED BY BARGHAUSEN CONSULTING ENGINEERS, FEBRUARY 2015 TRAFFIC ENGINEER TRANSPORTATION ENGINEERING NORTHWEST, LLC 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 OFFICE (425) 889-6747 PROJECT CONTACT: GLEN DUBREUIL PHONE: (425)-250-0582 ARBORIST GREENFOREST INC. 4547 SOUTH LUCILE STREET SEATTLE, WA 98118 (206) 723-0656 CONTACT: FAVERO GREENFOREST GEOTECH TERRA ASSOCIATES, INC. 12525 WILLOWS ROAD, SUITE 101 KIRKLAND, WA 98034 (425) 821-7777 FAX (425) 821-4334 UTILITIES/SERVICES WATER/SEWER: CEDAR RIVER WATER AND SEWER DISTRICT 18421 S.E. PETROVITSKY ROAD RENTON, WA 98058 (425) 255-6370 POWER/GAS: PUGET SOUND ENERGY 8001 SOUTH 212TH STREET KENT, WA 98032 (253) 395-7065 PHONE: CENTURY LINK 23315 66TH AVENUE SOUTH KENT, WA 98032 (253) 372-5388 FIRE: RENTON REGIONAL FIRE AUTHORITY (RFA) ADMINISTRATION HQ 18002 108TH AVE SE RENTON, WA 98055 (425) 276-9500 SCHOOL: RENTON SCHOOL DISTRICT #403 300 SW 7TH STREET RENTON, WA 98057 (425) 204-2300 LEGEND: EXISTING: PROPOSED: EXISTING: © POWER VAULT -w- -w LUMINAIRE (LUM.) POWER METER -0- POWER POLE ------- ® JUNCTION BOX (AS NOTED) GAS GAS ❑ CATCH BASIN (CB) T(UG) O❑ STORM MANHOLE (SDMH) ® P(UG) P(OH)- O SANITARY SEWER MANHOLE (SSMH) • X -O Da GAS VALVE UCI WATER VALVE (WV) N �Q FIRE HYDRANT (FH) ® WATER METER SIGN i ..........470 ......... �w WELL ...........466 ......... 0 GUARD POST (GP) o FLAG POLE (FP) o MAILBOX SURVEY MONUMENT (AS NOTED) o BENCHMARK ►� ¢ SECTION CORNER (AS NOTED) • FOUND REBAR/CAP (AS NOTED) El FOUND LEAD/TACK CONCRETE GRAVEL ............. PAVEMENT LEGAL DESCRIPTION LEGAL DESCRIPTION: PARCEL A OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L95LO113 RECORDING NO. 9510179023 PROPOSED: WATER LINE W SANITARY SEWER LINE -�• STORM DRAINAGE LINE GAS LINE TELEPHONE UNDERGROUND POWER UNDERGROUND POWER OVERHEAD CHAIN LINK FENCE BARBED WIRE FENCE WOOD FENCE ROCKERY RETAINING WALL CCC 2 LOCK AND LOAD RETAINING WALL CONTOUR (MAJOR) CONTOUR (MINOR) GUARD RAIL/CABLE FENCE PROJECT BOUNDARY LINE SECTION LINE RIGHT-OF-WAY CENTERLINE - PROPOSED LOT LINE EASEMENT LINE BSBL LINE -- SURVEY DATUM HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86`32'23°E. 98.199 FEET(NAVD88). AS -BUILT COVER SHEET OF ELLIOTT FARMS CONSTRUCTION RECORD DRAWINGS 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 A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD CITY OF RENTON, KING COUNTY, WASHINGTON SURVEYED INFIE DARIEVIS OND DOCUMENTED S. ASSOCIATED BUILDING PERMITS CIVIL CONSTRUCTION PERMIT NO.: C20-005641 RETAINING WALLS PERMIT NO.: B21001614 N [El 04 0 50' 100' 200' SCALE: 1 "='I 00' elE PLANS NOT INCLUDED WITH CONSTRUCTION RECORD DRAWINGS SHEET INDEX: #4' wl JJLI VICINITY MAP APB �lh, u ojj kEY RV b I _Ir J IV co LO -L_ O O NTS U 1 OF 46 AS -BUILT COVER SHEET 2 OF 46 CONDITIONS OF APPROVAL AND GENERAL NOTES 3 OF 46 EXISTING CONDITIONS PLAN 4 OF 46 AS -BUILT OVERALL SITE PLAN 5 OF 46 AS -BUILT HORIZONTAL CONTROL PLAN 66 OF 6 TEG G PLAN 7 OF AG TEGG NOTES AND DETAILS 9F AG TEGG NGTEGAND DET�8 9 OF 46 AS -BUILT DETAILED GRADING AND FIRE LANE SIGNAGE PLAN 10 OF 46 AS -BUILT SITE CROSS SECTION 11 OF 46 AS -BUILT COMPOSITE UTILITY PLAN 12 OF 46 AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A AND TRACT B 13 OF 46 AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A 14 OF 46 AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A AND TRACT E 15 OF 46 AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT C 16 OF 46 AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT D 17 OF 46 AS -BUILT WA-169 FRONTAGE IMPROVEMENT PLAN 18 OF 46 AS -BUILT WA-169 FRONTAGE IMPROVEMENT PLAN 19 OF 46 AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 20 OF 46 AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 21 OF 46 AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 22 OF 46 AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 23 OF 46 AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 24 OF 46 AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 25 OF 46 TREE INVENTORY / CLEARING PLAN 26 OF 46 TREE RETENTION WORKSHEET 27 OF 46 LANDSCAPE PLANTING NOTES AND SCHEDULE 28 OF 46 LANDSCAPE PLANTING PLAN 29 OF 46 LANDSCAPE PLANTING DETAILS 30 OF 46 IRRIGATION SCHEDULE AND NOTES 31 OF 46 IRRIGATION PLAN 32 OF 46 IRRIGATION DETAILS 3. TA�k 33 OF 46 IRRIGATION DETAILS of W A sy/ 34 OF 46 IRRIGATION DETAILS mP�� 35 OF 46 FENCE EXHIBIT 36 OF 46 FENCE DETAILS `n Z (D N >Z p O Q ' Lid Q T o a O J U Lu z O U H T ' ^ T z Q 01 o all", 37 OF 46 IL-1 ILLUMINATION PLAN ��,` �F/ 9S E �� 38 OF 46 IL-2 ILLUMINATION PLAN 4NA L 39 OF 46 IL-3 ILLUMINATION PLAN 06/21 /22 40 OF 46 IL-4 ILLUMINATION DETAILS 41 OF 46 IL-5 ILLUMINATION DETAILS 42 OF 46 IL-6 PHOTOMETRIC CALCULATIONS j E 43 OF 46 IL-7 TRAIL ILLUMINATION PLAN C v 44 OF 46 IL-8 TRAIL ILLUMINATION PLAN 45 OF 46 IL-9 TRAIL ILLUMINATION DETAILS i 46 OF 46 IL-10 TRAIL PHOTOMETRIC CALCULATIONS O CH1 OF 3 SR 169 CHANNELIZATION PLAN GROSS SITE AREA. f264,593 S.F. (t6.o7 AC) CH2 OF 3 SR 169 CHANNELIZATION PLAN 1241,149 SF = 5.55 AC I SQUARE FOOTAGE OF LAND IN WETLAND: 15,747 S.F. CH3 OF 3 SR 169 CHANNELIZATION PLAN SQUARE FOOTAGE OF LAND IN STEEP SLOPE: 12,480 S.F. DISTURBED AREA: AREAS LEGEND PROPOSED NUMBER OF LOTS: 45 ZONING OF THE SUBJECT SITE: R-14 GRADING NOTES AREA TABLE SQUARE FOOTAGE OF LAND IN BUFFER: 19,756 S.F. WATER AND SEWER PLANS FOR REFERENCE ONLY: SQUARE FOOTAGE OF LAND IN PUBLIC STREETS: 34,665 S.F. 1. CONCURRENT WITH GRADING OPERATIONS SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS: 0 S.F. 1 OF 13 COVER SHEET CONTRACTOR SHALL POT HOLE UTILITIES TO TRACT/USE AREA (SF) SQUARE FOOTAGE OF LAND IN PASSIVE OPEN SPACE: 60,731 S.F. (TRACTS A, D, F & G) 2 OF 13 OVERALL WATER AND SEWER PLAN VERIFY HORIZONTAL AND VERTICAL LOCATION. SQUARE FOOTAGE OF LAND IN NATURAL OPEN SPACE: 47,911 S.F. (TRACT H) 3 4 OF 13 OF 13 ROAD A WATER MAIN PLAN AND PROFILE ROAD A WATER MAIN PLAN AND PROFILE A OPEN SPACE B ALLEY 3 45,188 1,125 EXISTING SEPTIC TANK 5 OF 13 ROAD A WATER MAIN PLAN AND PROFILE THERE ARE NO KNOWN SEPTIC SYSTEMS ON THIS C ALLEY 2 4,575 6 OF 13 TRACT C WATER MAIN PLAN AND PROFILE SITE. IN THE EVENT A SEPTIC SYSTEM IS FOUND THE TANK AND DRAIN FIELD SHALL BE REMOVED UNDER D OPEN SPACE 4,033 IMPERVIOUS AREA 7 OF 13 WATER DETAILS E ALLEY 1 1,870 8 OF 13 WATER DETAILS DOE GUIDELINES. F OPEN SPACE 11,397 PREDEVELOPED IMPERVIOUS SURFACE 9 OF 13 ROAD A SEWER MAIN PLAN AND PROFILE TREE PROTECTION G OPEN SPACE 1,404 AREA = 0.45 AC 10 OF 13 ROAD A SEWER MAIN PLAN AND PROFILE THE PROPOSED PROJECT IS REQUIRED TO SAVE AND H CRITICAL AREA 47,911 TOTAL DEVELOPED IMPERVIOUS SURFACE 11 OF 13 ROAD A SEWER MAIN PLAN AND PROFILE PROTECT TREES ONSITE. CONTRACTOR SHALL REVIEW PUBLIC STREET 34,665 AREA = 3.00 AC 12 OF 13 TRACT C SEWER MAIN PLAN AND PROFILE THE ELLIOTT FARMS ARBORIST REPORT PREPARED BY 13 OF 13 SEWER DETAILS FAVERO GREEN FOREST DATED (04/14/15). FOR LOT AREA 112,425 RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: FURTHER DETAIL PLEASE REFER TO THE TREE RATIO = 3.00 AC / 6.07 AC = 0.494% INVENTORY/CLEARING PLAN IN THE LANDSCAPE PLANS TOTAL AREA 264,593 UTILITY CONFLICT NOTE: CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY CAUTION A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE PUBLIC LAND SURVEY OFFICE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT 1111 WASHINGTON STREET S.E. LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT P.O. BOX 47060 CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE OLYMPIA, WASHINGTON 98504-7060 BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COS1 CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL WITH CONSTRUCTION. ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1 RECORD DRAWINGS AS -BUILT MTS 4/15/22 BJT suRvem: SCALE a- 1 -100 VERTICAL- HOR ONTAL NAD 1983/1991 CITY 0 F 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 MTS 6/21/22 BJT DESIGNED: MTS RENTON DRAWN: KLB ONE INCH DATU M w CHECKED: MTS AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVED: BJT O .� 0 Z C Lu c: N M < 05 N 73 c: or) Q N 11 ^� i 0 � L0 i cv C O Ln a-+' N N m U 00 r Q) Y 1-t 0__ 7 R-416601 0) IN COMPLIANCE WITH CITY OF RENTON STANDARDS rn M AS -BUILT COVER SHEET TRIPOINTE (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 T C\l �0 az LL m O Ow J U DATE: 6/21/22 W m FlELDBOOK: PAGE: 1 ":46 col CONDITIONS OF APPROVAL 0 Ir 0 U N liQ.l � Z Lq Q) E: I. � OF o ELLIOTT FARMS � A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. 0 CITY OF RENTON, KING COUNTY, WASHINGTON W c HEARING EXAMINER CONDITIONS FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE - 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS MITIGATED, DATED JULY 15, 2016. LIMITED TO 1,240 GALLONS PER MINUTE (GPM). 2. THE APPLICANT SHALL INSTALL OR PROVIDE FINANCIAL GUARANTEES FOR ALL COMMON LANDSCAPING AND OPEN SPACE AMENITIES PRIOR TO AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT PLAT RECORDING. A PHASING PLAN AND FINAL DETAILED LANDSCAPING PLAN SHALL BE SUBMITTED WITH THE STREET AND UTILITY WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA. CONSTRUCTION PERMITS. 2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD 3. THE APPLICANT SHALL INCORPORATE INTO THE LANDSCAPING PLAN A MINIMUM OF TWO (2) ACTIVE FACILITIES SUBJECT TO STAFF APPROVAL END ROAD. THAT PROVIDE OPPORTUNITIES FOR PHYSICAL EXERCISE AND SOCIAL INTERACTION AND LOW LEVEL TRAIL LIGHTING. THE DETAILS OF THESE AMENITIES SHALL BE IDENTIFIED ON THE FINAL LANDSCAPING PLAN AND SHALL BE SUBMITTED TO THE CITY OF RENTON PROJECT MANAGER WITH THE STREET AND UTILITY CONSTRUCTION PERMITS FOR APPROVAL. 4. THE PROPOSED ON -SITE SEVEN -FOOT WIDE TRAIL SYSTEM SHALL BE PAVED WITH CONCRETE, EXCEPT THE TRAIL SYSTEM LOCATED DIRECTLY GEOTECHNICAL NOTE () BEHIND THE REAR YARDS OF LOTS 34-45. THE FINAL DETAILED TRAIL SYSTEM AND PROFILE PLANS SHALL BE SUBMITTED TO THE CITY OF 5 RENTON PROJECT MANAGER WITH THE STREET AND UTILITY CONSTRUCTION PERMITS. A QUALIFIED GEOTECHNICAL ENGINEER SHALL OBSERVE THE W 5. THE APPLICANT SHALL ORIENT THE FRONT DOORS AND FRONT YARDS OF THE ATTACHED DWELLING UNITS ON LOTS 1-13 TOWARD THE FOLLOWING ITEMS DURING CONSTRUCTION: (D a STREET (ROAD A) OR THE COMMON OPEN SPACE TRACTS. EACH OF THESE UNITS SHALL PROVIDE A FOUR -FOOT (4) ENTRY WALKWAY THAT • SITE STRIPPING • STRUCTRUAL FILL PLACEMENT z z LL CONNECTS THE FRONT ENTRY TO SHARED COMMON GREEN SPACE TRAIL OR SIDEWALK SYSTEM. A NOTE TO THIS EFFECT SHALL BE . ROCKERY EXCAVATION, DRAINAGE INSTALLATION RECORDED ON THE FACE OF THE PLAT MAP. EACH OF THESE UNITS SHALL BE DESIGNED TO THE HIGHEST LEVEL OF ARCHITECTURAL . KEYSTONE WALL CONSTRUCTION, GRID PLACEMENT, BACKFILL, DETAILING AND ARTICULATION. DRAINAGE INSTALLATION O 6. THE APPLICANT SHALL RELOCATE THE SHARED COMMON GREEN SPACE TRAIL SYSTEM, WHICH RUNS NORTH SOUTH BETWEEN LOTS 3-18, TO • DETENTION VAULT EXCAVATION, SUBGRADE, BACKFILL, DRAINAGE INSTALLATION J BE LOCATED CLOSER TO THE FRONT YARDS OF LOTS 5-7 AND 8-13 TO PROVIDE MORE USABLE GREEN SPACE BEHIND THE LOTS. THE • UTILITY TRENCH BACKFILL REVISED PLAN SHALL BE SUBMITTED ALONG WITH THE STREET AND UTILITY CONSTRUCTION PERMITS. ROADWAY, CURB, SIDEWALK SUBGRADE. J LI..I 7. THE APPLICANT SHALL SUBMIT A REVISED PLAT PLAN THAT INCLUDES A PEDESTRIAN ENTRY EASEMENT THAT IS AT LEAST FIFTEEN FEET THE GEOTECHNICAL ENGINEER SHALL SEAL AND CERTIFY ALL O (15') WIDE PLUS A FIVE-FOOT (5') SIDEWALK TO THE NORTH OF LOTS 24-26. ROCKERIES AND RETAINING WALLS REGARDLESS OF HEIGHT ON THE 0 CONSTRUCTION PLANS AND PROVIDE LONG TERM MAINTENANCE L1j 8. THE PLAT SHALL INCLUDE A MINIMUM OF FOUR (4) DIFFERENT BUILDING TYPES (MODELS) TO PROVIDE ADDITIONAL CHARACTER TO THE RECOMMENDATIONS FOR FUTURE HOMEOWNER DEVELOPMENT. THE DETAILED FLOOR AND ELEVATION PLANS SHALL BE SUBMITTED TO THE CITY OF RENTON PROJECT MANAGER WITH THE STREET AND UTILITY CONSTRUCTION PERMITS. z 0 9. PRIOR TO CONSTRUCTION PERMIT APPROVAL, THE APPLICANT SHALL SUBMIT, TO THE CITY OF RENTON CURRENT PROJECT MANAGER, A SITE PLAN AND A ROOFING MATERIALS BOARD THAT IDENTIFIES A VARIETY OF COLORS THROUGHOUT THE DEVELOPMENT. U 10. THE APPLICANT SHALL PROVIDE FOR THE MINIMUM STANDARD OF 24 FEET (24') ALONG THE STREET CURVES. A FINAL DETAILED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER AND THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 11. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN AND FINAL DETAILED LANDSCAPE PLAN TO, AND APPROVED BY, THE CURRENT PLANNING U) PROJECT MANAGER AND THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. z O 12. THE APPLICANT SHALL CREATE A HOME OWNERS ASSOCIATION ("HOA") THAT RETAINS OR IMPROVES THE EXISTING VEGETATION WITHIN THE U OPEN SPACE TRACT. A DRAFT HOA DOCUMENT HAS BEEN SUBMITTED AS PART OF THE APPLICATION. A FINAL HOA SHALL BE SUBMITTED TO, AND APPROVED BY, THE CITY OF RENTON CURRENT PROJECT MANAGER AND CITY ATTORNEY TO THE EXTENT PERTINENT TO PUBLIC SUBDIVISION REVIEW PRIOR TO FINAL PLAT RECORDING. SUCH DOCUMENTS SHALL BE RECORDED CONCURRENTLY WITH THE FINAL PLAT. 3. TALK 13. THE APPLICANT SHALL PROVIDE PUBLIC EASEMENTS FOR AMENITIES THAT ARE OUTSIDE OF THE RIGHT-OF-WAY OF THE NEW PUBLIC STREET. `� c� O 14. THE APPLICANT SHALL PROVIDE ACCESS SIGNAGE THAT IDENTIFIES THE TRAIL SYSTEM THROUGHOUT THE DEVELOPMENT FOR PUBLIC ACCESS. ! "' Z 15. FINDING OF FACT 4(E) OF THIS DECISION IDENTIFIES AN OUTSTANDING STREET MODIFICATION REQUIRED FOR A SHARED DRIVEWAY STANDARD MODIFICATION AND A VARIANCE FOR FIRE ACCESS WIDTH. UNLESS THESE REQUIREMENTS ARE NULLIFIED BY APPROVED DESIGN MODIFICATIONS, APPROVAL OF THE MODIFICATION AND VARIANCE IS REQUIRED PRIOR TO FINAL PLAT APPROVAL. SEPA CONDITIONS 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING STUDY PREPARED BY TERRA ASSOCIATES, INC. DATED FEBRUARY 25, 2015 OR AN UPDATED REPORT SUBMITTED AT A LATER DATE. 2. THE APPLICANT SHALL REMOVE THE EXISTING CONCRETE FOUNDATIONS(S) WITHIN THE WETLAND BUFFER AND RESTORE THE AFFECTED AREAS BY PLANTING TREES AND SHRUBS WITHIN THE 50-FOOT STANDARD WETLAND BUFFER BY HAND WITHOUT HEAVY MACHINERY. A TREE PLANTING PLAN SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 3. THE APPLICANT SHALL SUBMIT THE FINAL DRAINAGE REPORT(S) USED TO BUILD THE CEDARWOOD WATER QUALITY POND, INCLUDING THE ORIGINAL DESIGN, TO THE CITY OF RENTON PLAN REVIEWER PRIOR TO CONSTRUCTION ISSUANCE. 4. A PROFESSIONAL ARCHAEOLOGICAL SURVEY OF THE PROJECT AREA SHALL BE CONDUCTED PRIOR TO GROUND DISTURBANCE. THE RESULTS OF THE PROFESSIONAL ARCHAEOLOGICAL SURVEY SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 5. IF ANY NATIVE AMERICAN GRAVE(S) OR ARCHAEOLOGICAL/CULTURAL RESOURCES (INDIAN ARTIFACTS) ARE FOUND, ALL CONSTRUCTION ACTIVITY SHALL STOP AND THE OWNER/DEVELOPER SHALL IMMEDIATELY NOTIFY THE CITY OF RENTON PLANNING DEPARTMENT, CONCERNED TRIBES' CULTURAL COMMITTEES, AND THE WASHINGTON STATE DEPARTMENT OF ARCHEOLOGICAL AND HISTORIC PRESERVATION. 6. THE APPLICANT SHALL RECORD A COVENANT ON THE FACE OF THE PLAT TO VACATE THE PLATS DIRECT PUBLIC ACCESS TO SR 169 WHEN A FUTURE ACCESS TO A PUBLIC ROAD CAN BE ACHIEVED EITHER THROUGH MOLASSES CREEK CONDOMINIUM (PARCEL NO. 55689000000) ROAD NETWORK OR VIA A REDEVELOPMENT OF THE MOLASSES CREEK PARCEL. SURVEY DATUM HORIZONTAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 1857 WAS HELD FOR POSITION AND A LINE BETWEEN CITY OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, BEING S86`32'23"E. VERTICAL DATUM: VERTICAL DATUM FOR THIS SITE IS NAVD 1988 PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 2192 WAS HELD FOR ELEVATION, BEING 98.199 FEET(NAVD88). 11RECORD DRAWINGS AS -BUILT AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022 NO. REVISION MTS 4/15/22 BJT suRVEYED: MTS 6 21 22 BJT DESIGNED: MTS DRAWN: KLB CHECKED: MTS BY DATE APPR APPROVED: JT B SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19W HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 1423 p S108A L 06/21/22 V E C v O .� 0 C Z C W c N N M < 00 N -0 c:a1.0 a) t � L0 C O L0 a-7 N N /c�v W U r a) Y �,t R-416602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONDITIONS OF APPROVAL TRIPOINTE (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 DATE 6/21/22 FIELDBOOK: PAGE: 2 ".46 0 N U N It N CD O T a J T T co O O Lid T cnc') T N oC p az Lm O Ow JU Lu m I C) G rr LL I- O J Lu a U (n a- N N N N O N ~j 0 3 I N i O O O N li! � Lq E: Li N A PORTION OF SECTION 22, TOWNSHIP 23 N", RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON - 18" D.I. E=85.58' -''-_ �• \`'� � N ` �- ` AINIINK FENCE s�o - \ \ \wNF SIGNAL JBOX SE REN% ..: -- ....... .. .... ... I VERTICAL CURB 0 25' 50' 100' �EL 'T LP�J ` Vq` TEL MARKER'; LIGHT STANDARD.. _ B R.. - �'` VERTI 0� FY D TEL MH POST TEL JBOX ; , EXTRUDED "HOMES'FOR SA -_-- '�;,:`. .r T,� GATE ` PANEL SIGN , 18" All - " �' SCALE: I "=50' \ CURB 18" ADS CULV TFL MARK y I 1:E,.W=86.36' I.E. E=87.81' 30'X30' U.S.WEST�, OSTa MONUMENT SIGN - LIGHT STANDARD EASEMENT o .• I.' •��'_. ., \� �,,�F`' ��� PER REC. N0. : �•.. ���.:;: -'_- ,,� GO` ` I 808 30223 18" ADS CULV ; EL iv1ARK • `` A n n J`` CB STD G TE 60 p O. .: F _ I.E. W=88.02' -- .� \v��• n RIM=8 .65' P v ` 12" ADS LE E= .65' .o' :: ,- C "HOMES FOR - 10' GAS EASEMENT_NEINK TEL JBOX 12" ADS I.E. S= 6.50' CB STD GRATE SALE" PANEL SIGN pyAlN(/ K! �y�'- •y, PER 9803121636 •....... Nk FENC Q� -- POWER ' 18" CONC CULV:- RIM=88.58' MONUMENT SIGN E -nor MANHOLES I.E. E=89.29' \.................• .:::.................^ ^•.� ;° 2 ADS LE. - .51" W/SPOTLIGHTS _ _ 18" CONC CULV - "^•:' ,-T - ,` I TEL. E. ARKER L. RISER I.E.LE. W 89 23' �' u CB STD GRATE T-2 :. ��•..." .. ,.... Pr" -` TEL M 5TD GRATE T-1 ° RIM=90.15' TOP OF DITCH X PSE Eq - _--\ -POST RIM=89.00' a 30" ADS I.E. W=84.35' DTC Ea CEMENT P rru -_- ^..:'' _ WELL i I.E. S=85.55' 30" ADS I.E. E=84.35' CHAT LINK FENCE Prue �R g3/2 \ 6" PVC I.E. S=84.48' u o 0. W. OF LINE- E, I „ . n � u CB STD GRATE T-1 II �M€t. ...PII� � x � POWER PO�....... /�....• � � ,� _ � ... Q--2 RIM=90.01' ii LOT LIGHT a Z ItL -g�_ FORMER UL12 ADS I.E. S=86.93 WATER z TEL CA . 15' _ rr _ LE. 1' o' �DRA �. v --_- u 6" PVC I.E. N=86.96' VALVE oER �KER /�- a 5 DITCH Eq r t :.. -'__ _zz_ ii WATER / y BUY ANC Fesl( a -___- jig- ?....: \ M� g O5� O� -�\' CB STD GRATE T-2 -- � M' � � N III .. '••..,• - - GRPVE\- '\ Flu: 3 _ _ oo .. �: '•� 13�8 Prc" •'• tr IIII� --a ____-- _ l� ITl �S nl " CMP C 3 RIM=88.71 0 - _ ter.... z�.�=_ SSMH W/BOLLARD p SEWER A1� \STOP OF DI\TCH�` .: "' ••..• \� crr CABLE TV VAULT fS' = �v3 S n - ER ? ►j30" ADS LE. E=83.56' v�� +"" I �RIM=89.98' 004 �SEME �"�: 55 - �0p1 r -� Pro" ..... HI.E.. RIM-9 • 1 2 ' 30" ADS I.E. W=83.51' 11 �� ( �`'` 1 1 i 8" PVC, I.E. E=82.73' WATER EASEMENT o� I / " ,RIM=92.95' 18" CONC CULV - '� �. �\ ^r n SSMH "`. \ 4?b .�^ �F`- ^��CB STD GRATE T-2 ° 8" PVC 1:E SW=82.63' PER 9705280¢63 f •.:° •/ - _ \�_ P n, LE.�9 12" ADS I.E. N=85.36' RIM-92.67' / \;' Y `� 8" PVC I.E. _ E=90.01' _ ^ 0�� ii - f °� �4Lc 18" CONC I.E. - . �� _� -, RIM-89.78' WM ........#... :'-- 8" PVC LE.-W=85.35' 6" PVC I.E. 5E=84.26' w"�L - YARD LIG T ---_ 8 PVC LE: W=82,12' 18" ADS I.E. SE=90.00' 12" ADS I.E. E=86.48' _ \ n l ---- CB STD GRATE T-1 " I:' CH ,� nI :. 8 PVC I.E. NE=82.22 :. 12" ADS I.E. N=86.38 eRocF : -j _ POWER P SS:: - __ -r� - i NE 4 RIM=90.47 tia s l' p P 30 ADST.E�8YT9'- - - oos'. I....I - r..as �44� \ SE EAS a SEC 22 12" ADS I.E. E=87.77' CteU -••. ' I: _ - SSMH W/BOLLARD _ �s. _EMEM ' „ 30" ADS I.E. S=85.19' 12" ADS I.E. W=87.77' Q I -� > :.1 SSMH W/BOLLARD RIM=89.98''M=•�, \ PAR 931 - - - 6" PVC I.E. N=87.87' 1:';: • ' .l RIM=90.38' 8" PVC I.E. E=84.08'�"' 2211g (Uc) 18" COIVC CULV 2 6" PVC I.E. S=87.87' 8 PVC I E W 83 8" PVC I.E. W=84.03' WATER MARKER POST Y ANCHOR- 'rc" _ _ _ - a 'G 8" PVC I E E 83 53'' " d E. W 92 5T .. ACCESS &UTILITIES EASEMENT (2) WATER VALVES GU ) - - - - - - - - �\ -_ I I = .43' - rc" \1/Prc" - --- Mom:.' . REC 20000201000940 W00 tie ocF I \ # FENC set . POWER POLE EasEME f, :. '. o Prc 2004 NT tie .. i >.._ :.:.d o�2� ;M I \ V ' :. ,-. ..:...\ GAS MARKER POST 0p1ss8 lt?I� � rc"�-_- CHAINLINE FENCE ROW OF BOLLARDS :.` �� ss Aq_ r ro \ ���';' :A WM M- �Pc 0.3' W. OF LINE :• ::: <\ :. SSMH W BOLLARD °� \ • ... do etNE \.:?. \a,. / t5 ae�E s cyJSSOWER \' RIM=90.96' PO 1-41 MOLASSES CREEK CONDOMINIUM VOL. 159, PAGES 84-96 1 1 I I I I I I I I I I I I I EXISTING CONDITIONS PLAN OF ELLIOTT FARMS 8 PVC I.E. E=84.66 6 M ER L: • RQ a G0N\FFR �R \'... �\ 5 ltil ao j I.E.NM89.75L SS � ago 61°° ° 6 Mae`-s 8" PVC I.E. W=84.61' t5 [.:"<. Z tal \.';... EBAR/CAP a os� {� .:, 6 MaQ F POWER POLE SSMH ss \ . ' ll m t0 � EEF \: '• •: 6 6 GUY ANCHOR l .:'' RIM=94.43' W LJ y(6422 m ..... N\FER titi GON a�OER . ... .. "'.. \ PARCEL A f .• T A 0.2' E. OF*ROP LINE : 6 co tti a�oEo�R ` r"�' GEoaR " •... q POWER POLE L .. 8" PVC I.E.EE=86.08' f( \ FEBRUARY 2 15) a�oF o�OF Q e a P�oRR �R .. i9 �g cFOPR C A 95LO113 p ;. • I 811 PVC I.E. W=85.98' PQF W A x0R fl AREA OF CO RET� SLABS tti tti a 6 0 '..-KING BLA L f :, FLAG 1A a�oF 6 ao�� ��. \ r `' '' EOPR ®®�� TOP OF DITCH I c' O _ AND VERTIC Ci1R6 ti F"'aFFF \• ' ^6 c FoPR REC. NO. 9510179023 .' aQ 0-10, H N U N z p Q Q � T LO o a O J w z O U T z p O O all", FLAG 5A `tilt e� a�pER�fl X' n6 c '. a�0 R DOER I' I F t5 0 P POOR 01 � A /�1A/nI T-) A /\ A I... .I 423 p I.1vn VYYI VLV IF\ml I m \y FLAG 2A t?-oE P�OER oR E- VI IVIVLLfi ` L_rIVL •I O.�` F �`. �� FLAG '�A t R tti tii P° POD oER tilt E 2005020100051.;5 I S / S T F �� SP e�oR FLAG 7A° �a to a jP?� rANCRETE WALL I ,... A L _ F77 : 77 F 06/21 /22 6.�3gJti° .:__:..'..'...ti..... �6"�. oER o P�oERp�E. I \ J CONCRETE TROUGHS TOP OF SLOP TOP OF SLOPE _ _ ........ ... ` < CONCR I' `1 E G� _- E<: �0: CEOa I'' : • C �a I I : WATER SURFACE C (, = V •�l�t.Y t7,Pe� ::e: I''I EL-90.81' �. 0 ti " x FLAG 9A I • 'I �Y" 11-17-16 �� .. ( ) ti ��: " t FLAG 8A I::..1 • •• F _ .e �9. I ... •'I P M fl: •.1•° I " I CHAINLINK FENCEFLAG 1A0APPROXIMATE LOCATION OF 1/f ti RIPRAP . 1 F. "EXISTING SEPTIC DRAINFIELD FOR to R I R a WATER SURFACE R I� 0 F. a• . "E o F. ` 0 AN �'e�� : cEoPR t4. G a ;�.P� ER AREA OF PARTIALLY BURIED - 11 1 \ Qi � 7 8' .'a ' �° FLAG 11 A\ -TAX LOT' 222305 9 8 EL=90.81' ti6 . 21 1 `YS \ Qi + ° 6.• ...'.''.... pe�F 31ti1\ oER BUILDING FOUNDATIONS 18" CMP E=89.98' �` 11-17-16 t DOER t° AND CONCRETE SLABS I' ( \ ( ) PCS EF? ;F o 1 a FR til' SR E��\0 :l''• �6. �� �t t� P�0 18" CMP W=89.96' \ .� O S l P�0 fl a�oF CONC g I • : ,:.::� (/) L P� M E . ':.oP ' 6 c C� tit t : \ TOE OF SLOPE PR G PF �'; 3 l� ° R RET. WALL \ F O P S t' :c�aa � fl6.aP� R R FLAG 13A F \ N 1B ' �z I ' o \ FRV P p� QL• QP P i \ 4,15 : :�E CF9. • E �l tti \ FLAG 9 4A y.. W to t. tid Pe l R E' o \ f 4 �. o e "I. � P 0 a •.� N 1 P M •'t�G 1 � I ae4 . 3°• ° g� t0 •.. MP ° t " e�E_ MAILBOX \ N M t� , 5 P \ F M �. fl `-x o o M a� l t e O a '\ 6 R ae - F. M • '0 �.j a F. 0 F. •M 0 a P 0 ti P M 5 5 Q '�L \ 00 fV d `l tR fi t „I t C�� e FND RE AR P F B CA o �. 9 0 P ° 61 .. �t t 0 ' cEoaR t FLAG 15A LS #15650 M..R 2 :° EDGE OF ' 1 \ N t t e .. IAWN \ io c FEBRUARY 2015 HOGWIRE FEiJCE 0.5' N. �: = n / v r �F 75 Q 41 p _ L\LO I ° n''� i' I VI fl. C yr ry ':I c N l.` � r ��` � �L 1 r1 �`-�� r` ^ ,"- �. \ '-- L+_� 0 (V Lfi FLOG '16A 00 J 0PGS � 1 Mpe�j1�\\FND REBAR/CAP 5 3 J Ls #18018 / \ 1-1\ \/ / I 1�! \ 0.20' W. OF PROP COR / \ '-DRME \ _ .' /\ �� 11 Pe E X i \ (FEBRUARY 2015) / N�l 14/ 14/ q/ 14/ 14/ LIMIT4�61F-1lR E�(L6B� :�ti�:�Or`;, \ / (MATE LOCATION OF E I TING TIC TANK FOR TAX 41 X' ✓ `�\\\ R�416603 LOT 222305-9118 �\ \� � � � ./ �. .� I� \ �� IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/) CO Qz SURVEY DATUM 1 RECORD DRAWINGS AS -BUILT HORIZONTAL DATUM: VERTICAL DATUM: 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86"32'23"E. 98.199 FEET(NAVD88). N0. REVISION MTS 4/15/221 BJT S"RvEyD' MTS 6 21 22 BJT DESIGNED: MTS DRAWN: KLB CHECKED: MTS BY DATE APPR APPROV BJT 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �m �O Ow J U ON/1' ATEHORIZONTAL- N DIM/1991 CITY 0 F EXISTING CONDITIONS PLAN 6/21 /22 w M VRJ RENTON T R I PO I N T E FlELD9DDK: (425) 455-2900 PAGE: • DRAWING NO: DATUM Planning/Building/Public Works Dept. 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 SHEET: ^ OF: wC 53' RIGHT OF WAY r� 5' WALK 8' PLANTER 24' 8' PLANTER 5' WALK �Y 1, STRIP 12' TRAVEL LANE 12' TRAVEL LANE STRIP 6„ 6„ 1' O Illiillll�lllll�llllI 41 4" THICK CEMENT CONCRETE SIDEWALK WITH 4" 4" COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1/2)- I__I CRUSHED ROCK BASE 1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE W (BOTH SIDES) 4 1/2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS - A -A NOT TO SCALE 35' RIGHT OF WAY 10' UTILITY 20' EASEMENT 10' TRAVEL LANE 10' TRAVEL LANE 1' n-I - 2% 2% NEW CONC. CURB & GUTTER \ PER C.O.R. STD. PLAN 101 (BOTH SIDES) 4" COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1/2)- 2 1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE IIr 4 1/2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE — COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS - LL B-B I r NOT TO SCALE O -DEPRESS CURB AT SIDEWALK RAMPS AND DRIVEWAYS NEW CONC. CURB & GUTTER PER C.O.R. STD. PLAN 101 (BOTH SIDES) 8' PLANTER 5' WALK STRIP 6" 6" AS -BUILT OVERALL SITE PLAN OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LEGEND BOUNDARY LINE EXISTING SECTION LINE PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED CENTERLINE EXISTING CENTERLINE PROPOSED LOT LINE EXISTING LOT LINE PROPOSED EASEMENT LINE UE UTILITY EASEMENT (ALL UTILITIES PUBLIC AND PRIVATE ESMT EASEMENT SIDE PUBLIC STORM DRAINAGE EASEMENT SSE PUBLIC SANITARY SEWER EASEMENT L/S LANDSCAPE R/W RIGHT-OF-WAY S.F. SQUARE FEET AC ACRE(S) TR TRACT N I 30'X30' U.S.WEST EXISTING EASEMENT LINE EASEMENT PER REC. NO. EXISTING DRAINAGE EASEMENT LINE #20000201000940 EXISTING WATER EASEMENT LINE 0 25' 50' 100' Ong PRIOR TO COMMENCING ANY OFF -SITE WORK, THE DEVELOPER SHALL ALL WALKWAYS THAT COORDINATE ALL IMPROVEMENTS WITH CONNECT EACH INDIVIDUAL THE MOLASSES CREEK HOMEOWNERS , LOT TO MAIN SIDEWALK WILL ASSOCIATION FOR IMPROVEMENTS BE COMPLETED AT THE TIME OCCURRING OFF -SITE. OF HOME BUILDING. EXISTING CHILDREN'S "--4" THICK CEMENT PLAY AREA 30 \ DEPRESS CURB AT SIDEWALK CONCRETE SIDEWALK WITH 4" RAMPS AND DRIVEWAYS CRUSHED ROCK BASE ACCESS, LANDSCAPE, PARKING,•��/J^ MINIMUM ROAD SECTION: EMERGENCY TURNAROUND &UTILITY AP 4" MIN HMA OVER 6" MIN. EASEMENT REC #20000201000940 . +. K .. \� k� y^1l REFER TO CHANNELIZATION PLANS c CRUSHED ROCK -RADIAL 9 x23 �` \= PREPARED BY TENW FOR WORK -- , M PARKING STALLS �0,.. ���5\� .:.. /� , �x WITHIN WA-169 R/W N 25 x 10, swE _ ,�� TRACT A WioE \ , \ \ .. q \ OPEN SPACE I✓ON�RF . 169) --- `:. TR Go�`�° \ 2 WAS \ Z SYMBOL INDICATES ROADWAY OPEN \ 2217 SFp tilE J 40' RIGHT OF WAY MONUMENT TO BE INSTALLED AT SPACE ALL PC'S AND PT'S AND w I 5' SIDEWALK 20' DRIVEWAY 5' SIDEWALK INTERSECTIONS ALONG ROAD A \ 1 / 7 WIDE CONCRETE TRAIL 10' UTILITY EASEMENT 6" 6" 1.5% _ 4" THICK CEMENT —j CONCRETE SIDEWALK WITH 4" CRUSHED ROCK BASE (BOTH SIDES) NEW CONC. CURB & GUTTE PER C.O.R. STD. PLAN 101 (BOTH SIDES) NOT TO SCALE 7' WIDE TRAIL 8 PLANTER 0 2219 SF 3 STRIP \ / 2217 SF 7 10' TRAVEL LANE 10' TRAVEL LANE 6" 2282 SF ' / I , I a— 7 GRAVEL \ :. P \ / v 2 8 �.. `. •. A 6„ WIDE TRAIL 45 \ I 2240 SF TRACT A' 4 2% 2% _ _ _ _ _ I �� 3955 SF \ " 2219 SF 6 I OPEN SPACE A'A \ 10 PSE EASEMENT PER 93122416 7 2112 sF 4 �,,, 44 .. I I 7' WIDE , n: 2678 SF �' 8' p I 9 CONCRETE 37.5 15 DRAINAGE EASEMENT' R-14 lq'V 2240 SF 18 TRACT D PER 9305031378 DEPRESS CURB AT SIDEWALK — — TFR 5 I TRAIL 2407 SF I w OPEN SPACE RAMPS AND DRIVEWAYS RC — -ti 43 SF is 2157 SF I N ER EASEMENT 4" COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1/2) \ \ ; 2354 SF 42 \ j`3R0 p� \ I 10 ,.. 17 I a 10' UE (TYP.) I PER 97 80663 2150 SF �` I 2240 SF 2406 SF I 0 10' L SiASEMENT PER \ i — 41 Z I 2567 SF / I 1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE TRACT F TRACTIC 2302 SF I 04 20040727001688 4 1 /2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE OPEN PACE -g BUFFER \ \ , ;u 40 ¢O ALLEY -g I 2302 SF 39 / I 11 4 5 ".; 4 `� r COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS \ ==': 3145 \ Y: I 16 F_ 1.5% _ 2'•� MP%�%/;%/�%,.%,./ 1 MAX 4" THICK CEMENT CONCRETE SIDEWALK WITH 4" CRUSHED ROCK BASE TRACT A - 7' WIDE CONCRETE TRAIL NOT TO SCALE 10' WIDE CONCRETE TRAIL 2.1 X X Mq 1.5% _ 2.1 MP 2'•� MP � M X 5" THICK CEMENT CONCRETE SIDEWALK WITH 4" CRUSHED ROCK BASE TRACT A - 10' WIDE CONCRETE TRAIL NOT TO SCALE 7' WIDE TRAIL 2 MAX DRAIN TO TRACT H 1.5%� NO DISTURBANCE TO WETLAND BUFFER MP , 2" COMPACTED DEPTH 1/4" MINUS COMPACTED SUBGRADE CRUSHED SURFACING TOP COURSE 4" COMPACTED DEPTH 5/8" MINUS CRUSHED SURFACING BASE COURSE TRACT F - 7' WIDE GRAVEL TRAIL NOT TO SCALE N i CD CD CD N Lq v_ L. L,i u, 2406 SF F-F I 2 ' I 2847 SF 24388 SF \ 4 I 4 5 SIDEWALK I 15 I 18' PLANTER j c� o 12 \1 \ h m � .. x. • 37 \ \ 2240 SF 2263 SF I I 21 - LU u i 2445 SF \ �'' 5' U E I 2847 SF 13 14 I 36 \ 233 SF 2390 SF I o c) -c 2445 SF v I 22 _4 9'x23PARALLEL J o 2415 SF i PROPOSED 10' I_ 22 65 SF \ ARKING $TgLLS I * PUBLIC DRAINAGE 1 mg I >23'/ EASEMENTTRACTH CRITICAL AREA 34 " - Np, / 852 SF r ,. 2458 SF =N r x:- EDGE OF WETLAND BUFFER FLAGGED U BY RAEDEKE ASSOCIATES, INC. AND FIELD SURVEYED BY BARGHAUSEN Z I OI Z CONSULTING ENGINEERS, INC. 7' WIDE GRAVEL TRAIL V I 0 Q z j oR E� \0 4PR 5 RENTON R-14 z � I W P� o, Noy �a LOT LINE (TYP)� �R E��\EX OS 4PR 5 C1 M KING COUNTY R-6 — �PGS 4?R 5�g0 PG P�1 $o N0� 1 L� z 21' ALLEY TRACT L� z Z 16' ALLEY TRACT Z 5' SIDEWALK 8' 8' J 8' 8' J �,-a--- 2% 2% � 3•� MPX 3 / MAX � � 3:1 MPX - _ _ \ 2% 2% - 4" THICK CEMENT J I L4" COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1/2) CONCRETE SIDEWALK FLUSH L WITH PAVEMENT WITH 1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" CRUSHED ROCK BASE 4 1/2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS SURVEY DATUM D-D E-E NOT TO SCALE HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86°32'23"E. 98.199 FEET(NAVD88). NOT TO SCALE 1 RECORD DRAWINGS AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 NO. REVISION ALLEY U <, \ f X. 5' SIDEWALK 16 I — \ :�T�F I I \ \ SP. E 33 32 r 3091 SF 2782 SF 31 30 29 2651 SF 2646 SF 2628 SF 28 2607 SF I 27 26 I \ 25 2662 SF 2445 SF 2 2396 SF 314 R-14 10' L/S \ \ BUFFER \ RC R-8 ................ I \ FARM I N X �n;,� J w �T ' \ 6 HIGH MODULAR WALL. SEE SHEET 10 `� OF E�PGS 4,15 I �n2 b `� '- m EX LOT / LINE (TYP) V� 1g0, I FOR MORE DETAILS I L� 20' ALLEY TRACT w z z 1 10' 10' 3 MAXOf 2% 2% 3� I L4" COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1/2) 1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4 1/2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS MTS 4/15/22 BJT I SURVEYED: MTS 6 21 22 BJT DESIGNED: MTS DRAWN: KLB CHECKED: MTS BY DATE APPR APPROVED: BJT scaF: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I L4" COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1/2) 1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4 1/2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS F-F NOT TO SCALE VORTICAU IM HORIZONTAL N D 1981/1991 DATU M AolftL CITY OF [;Rl RENTON NAzliv Planning/Building/Public Works Dept. SCALE: 1 "=50' �3. TALK �F W A Syr cn Z y 423 p �- �` ss/ONA L 06/21/22 O O 0 M = d i _ 7 :3 t ._ 0 m m C a) W N I`M A a N •— �Q 005 0) J L\ j i L0 +.; f V W V Or Y O N U R-4166041 IN COMPLIANCE WITH CITY OF RENTON STANDARDS rn M AS -BUILT OVERALL SITE PLAN TRIPOINTE (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 T N �O az Lm �O Ow J U DATE: 6/21/22 W m FIMDBOOK: PAGE: I N N O N Ln 1-1 a) E 0 7 7 m N c a) i N i O O CD LEGEND BOUNDARY LINE EXISTING SECTION LINE PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED CENTERLINE EXISTING CENTERLINE PROPOSED LOT LINE EXISTING LOT LINE PROPOSED EASEMENT LINE PROPOSED BSBL LINE (TYP) ABBREVIATIONS: 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 SQUARE FEET AC ACRE(S) PAT PRIVATE ACCESS TRACT JUD JOINT USE DRIVEWAY LOT AREA TABLE LOT # AREA (S.F.) 1 2,219 2 2,217 3 2,217 4 2,219 5 2,157 6 2,112 7 2,282 8 2,249 9 2,249 10 2,249 11 2,249 12 2,249 13 2,331 14 2,390 15 2,263 16 2,406 17 2,406 18 2,407 19 2,567 20 2,847 21 2,847 22 2,415 23 2,852 24 3,211 25 2,396 26 2,445 27 2,661 28 2,607 29 2,628 30 2,646 31 2,651 32 2,782 33 3,091 34 2,458 35 2,296 36 2,445 37 2,445 38 2,379 39 3,145 40 2,302 41 2,302 42 2,150 43 2,354 44 2,678 45 3,955 TOTAL LOT AREA 112,426 SF (2.58 AC) AVERAGE LOT AREA 2,498 SF TRACT TABLE TRACT USE AREA (S.F.) A OPEN SPACE 45,188 B ALLEY 3 1,125 C ALLEY 2 4,575 D OPEN SPACE 4,033 E ALLEY 1 1,870 F OPEN SPACE 11,397 G OPEN SPACE 1,404 H CRITICAL AREA 47,911 TOTAL AREA 117,503 SF 2.70 AC. 4' SIDE (TYP.) LOTS 1-4 NOT TO SCALE SURVEY DATUM N87°42'38" 2E 6 .6 34' 0 ROAD, LANDSCAPE, PARKING, EMERGENCY TURNAROUND & UTILITY EASEMENT REC #20000201000940 10' FRONT L 8' REAR 30'X30' U.S. WEST EASEMENT PER REC. NO. 9808030223 25'X10' PROPOSED SWE ACCESS &UTILmES EASEMENT REC #20000201000940 R-14 SIDE (TYP.) PC: 3+04.67 TRACT G OPEN SPACE KING COUNTY R-6 GARAGE DOORS SHALL BE 24' FROM BACK EDGE OF ALLEY HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86`32'23°E. 98.199 FEET(NAVD88). 4' SIDE (TYP.) LOTS 5-13 NOT TO SCALE AS -BUILT HORIZONTAL CONTROL PLAN OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 4' REAR GARAGE DOORS SHALL BE AT LEAST 24' FROM BACK EDGE OF ALLEY I I I I 4' SIDE (TYP.) I I I I 10' FRONT 1 I RECORD DRAWINGS AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022 NO. REVISION 20' GARAGE SETBACK r 15' FRONT 4' SIDE (TYP.) 10' REAR T SEE NOTE ON LOTS 39-40 LOTS 19-231 27-45 NOT TO SCALE MTS 4/15/22 BJT I SURVEYED: MTS 6 21 22 BJT DESIGNED: MTS DRAWN: KLB CHECKED: BY DATE APPR APPROVED: BJT 4' SIDE (TYP.) SIGHT -OBSCURING LANDSCAPED VISUAL BARRIER ON LOTS 19-28 SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY END LANDSCAPE BUFFER 4' SIDE (TYP.) LOTS 24-26 NOT TO SCALE VERTICAL: NAVD 19W HORIZONTAL: NAD 1983/1991 DATU M N 00 r 10' FRONT INTERSECTION``' RENTON-MAPLE VALLEY ROAD--_, (WA-169) STA: 100+00.00 4' SIDE (TYP.) SIGHT -OBSCURING LANDSCAPED VISUAL BARRIER 10' REAR 0 CITY OF RENTON Planning/Building/Public Works Dept. Ir1In A n11 rA Icn Th, T K A'vn v rr I vLv I nv I L. rvr iIVIVLL .�ONEE PIL.A nr VI nVL nl IV V05V2VI00V5.5J EX LOT LINE (TYP.) 10' UE (TYP.) \ 5' PSDE ;SE (TYP.) \ ul n A OWNED A i.T I \ flvn VrrCv TRnV I TIC pl0Alr-rr, F)I Air- l VI IVIVLL i L.n�.rL A CAI `005=1nnn: 5(�` nl Iv VVJV�V IVVVJ.J N T O LO O O i O 0 25' 50' 100' N U SCALE: 1 "=50' O z N C)Ln Q ' 0 T O J w \ z O_ U H T ' ^ T z Q Oo U L (�' T J. TAL Z ,p r1423 p �� ST0, ss/DNA L 06/21/22 V C O v .. C c .� O im (0 b. C Lu c N N M < 00 N -0 M N Qq 0) 0 4 LO i L0 a-7 N N /c�v W rO, V �r Y R-41660510) IN COMPLIANCE WITH CITY OF RENTON STANDARDS rn M AS -BUILT HORIZONTAL CONTROL PLAN TRIPOINTE (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 T N az �m �0 Ow J U DATE 6/21/22 W m FlELDBOOK: PAGE: 5 �:46 DO v r 11 U) 2 cc LL O J J w °TEAMME RAINDUPWAY EN� TO RE OF THUNHAPPY AN PENT TADASHI E Uaaw.RR.u. \ SAM WRAP RANDOM MI mI Of NOTES:AMRMMAUUj PAPER AREAS ARM IMS FELITIOLF THE SITE 2 FOR RESIDENTIAL ARMED GRADUATE VATTANI WAY SAM RE�I IN AMATIM TO THE MEAN ENTRAI THABILRED DEFENDED SHUT UP GO MERCHANT UMOTHMfiDM TO BAHAMAS PURSUE nMG��, ON LET 21 �TMIMWAISSOR :. �` we":m°w1YfN'wr'F"ncCOXvc.'"ees°w+`"`�vre`o'wEo°w°m�'"w:w:`ay.`�s"'"�`cws*seewcu.+ev•Ewme. SEDIMENT THALL BE MAD THE MAY BOOM SWEET SWEEPING AT INACREAM IN THE DMATMONB Of THE ENTRIPME BE ME INSTALLATION OF A "EEL WAS" IF WARSAW 9 USED, IT SMALL BE DOW W AN MAY COVERED RUN CRUMED MEET AMID ANGRY WATER MALL BRAIN TO A SEDIMENT HEAR OR BOND 33 My MMMEW THAT M WEEKLY ONTO PAPERER I MALL HE REMOVED IMMEDIATELY By SIMEYERM TH E SEDIMENT TOLTEC TED By MATEEPING THAI BE MEASURED OR ST�= ON SITE THE PAVEMENT BY ALL ART BE CUMBED By WASHING OMAN THE HOTEL PATENT WHEN SWEEPING 0 NEFFECTNE AI MORE AS A THREAT TO UPON SAFETY IF IT IS NECESSARY TO WALSH THE STREAS A SMALL SHAMIR GOAL BE CONSTRALOTED THE SEDIMENT AMULD MEN BE %INTENDED INTO ME WME ATTEND IT DAN AM CONFIRMED AND EVERYWHERE AFFERAMPRIATELY SAM WATER MUST BE ERNEST II ONTO THIS SUE OHIO STAMM MANHATTAN TO ELEMENTAL es. �» Riu ENNRINGER`SPRING22 " ATE v°u:+`wma°mEND •ER TRANME ca°�°wM' WELL UU S) TRAMANAGED DING SMALL BE ARIA I A TO GOODS FIC WHOM AMED, MANDATE IS NOT TO SWE (AM WASSEAD OF MR 6sro.PUN /2812 8 1 Ru9ucwaNSTABILIZED CONSTRUCT IOry ENTRANCE DEPARTMENT' GAZ 9/26/29 BA :4 aaw.+mNw:::RmRz, Nx +Nwmvwo �nwail DEVELOPER TO COORDINATE ANY WORK ON THE OFF -SITE INSTALL SILT FENCE PER DETAIL ON SHELF 7 TEMPORARY SEDIMENT POND /1 SA REQUIRED�1,550 SF SA PROVIDED�1,630 SF TOP OF POND>•92.5 BOTTOM OF POND>•88.0 MAX WATER SURFACE EL�91.5 W/3:1 SIDE SLOPES INSTALL 18• RISER W/ 1.6. ORIFICE SEE SHEEF 8 FOR DETAILS. .T 'A1- r. .,. TESC PLAN OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Ar 30 X30' U.S AI EASEMENT PER REC. NO. \ `80 320223 . 9L.E W TV -. CONSTRUCTION ACCESS IS J ROHIBffED UNLESS APPROVED I A CASE BY CASE BASIS BY 9<� THE Cltt INSPECTOR INSTALL V-DITCH W/ROCK CHECK DAM PER DETAIL ON SHEET 8 TEMP N.G.P.E. FENCE a PER DETAIL ON SHEET 8 R-14 _Rn PROPERTY WITH THE MOLASSES ', \ CREEK HOMEOWNERS \ ASSOCIATION. \ W EX. BUILDING - `� FOUNDATIONS TO � `I' BE REMOVED. l, 1 \ SEE LANDSCAPE PLANS FOR RE -PLANTING \ CI"' OF RE.'C. I IE=B7.72 (n EMERGENCY OVERFLOW SPILLWAY 57 LEE 8• LCPE O 0.5OX 3' WIDE LANDSCAPE BERM 894 k 9° `-9d- N_ ......_ 92 ?� .Y ER - - `� SEE I IX. GRAVEL I 7 �---- DRIVEWAY TO ' `Y BE REMOVED b 4 `. 6 43 42 •.� AOQq \!j 5 1 � �` r 40 '^ 39 ` \\ 38`.-' FER I - .\ 37 CLEARING LIMITS �: ----�� \ 1111.%% 36 60 \ \ \`0 _ IX.I CONTOURS �` 35 ` TRACT H a� 34 �o. TEMP II S FENCE $� PER DETAIL ON SHEET 8 TN\ 0 9 \ PROP. 0 % 10 a 18 S 17 P. n �16 12 15 I PROP. I COMA 13 14 00 _ 0n� % % CT F $ I- INSTALL V-DITCH W/ROCK CHECK A% 32 313 -29 DAM PER DETAIL ON SHEET 8 EX. BUILDING - VW FOUNDATIONS TO RENTbN-14 BE REMOVED �1-..106. yv IS%w\\ _`v�.� �V PI MON I E Ic-' FAR:.: .:'} w w `✓„_„ c� _aw w �\ ;-t \ H IEO.'.'.ERS AS, n<�^3 Q:�RC W V 'E../0' FA'yM 110A CONSTRUCTION SEQUENCE ^FN 23'.300910 I L`H TV DRIP LINE s7`. �3 i3T'030 - UMITS OF DISTURBANCE (LOD) i r1 1. PRE -CONSTRUCTION MEETING. KING COUNTY R-6 12. MAINTAIN EROSION CONTROL MEASURES E ACCORDANCE WITH IX OFF-SRE TREES 2. POST SIGN WITH (M NAME AND PHONE NUMBER OF ESC APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND SPECIAL NOTE: NOTES: SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE MANUFACTURER'S RECOMMENDATIONS. OF CONSTRUCTION SIGN). U NO SITE DRAINAGE SHALL RUNOFF ONTO N I T 04 0 25' 50' Too' SCALE: 'I "=5O EX SEWER AND WATER MAIN. CONTRACTOR TO PROTECT IX UTILITIES DURING CONSTRUCTION. CLEARING LIMITS STABILIZED CONSTRUCTION N� ENTRANCE PER DETAIL ON THIS SHEET POLE._. CTRACTD� POWER PALEST GUY WIRES AND OVER ES TO BE PROTECTED. S TO PUGET SOUND ESIGN. ^*R`""; PLANS OWER/GAS DESIGN. I 04 d _ ���� EMERGENCY OVERFLOW ITOURS `ii96 �h' 4 FBI--�-.ti_-4 SPILLWAY o,c Ji1 ry TEMPORARY SEDIMENT TRAP /1 C I „ SA REQUIRED 279 SF SA PROVIDED 1,015 SF TOP OF PONDEM92.5 BOTTOM OF 19 # I MAX WATER SURFACES ELEI -- M �' WI SIDE SLOPES i I ELEV�92.5 i 1 1� SEE SHEET 8 FOR DETAILS. •exeT� 1`1 T 20 # I _ ,1rU 'v', IX POWER POLES QN'; iI 'f - H0A 0.� NET IN R Q'a: 111I ' OF 'C.EER°.ACE p J,TA Q o. m 21 T I I I AF`, 2acrrroccs:>s N Wn k 2S 10 # II:5 ci 4. �` O �f ci i I /' : I 22 INSTALL SILT FENCE PER 0 4 23 x y 1- DETAIL ON SHEET 7 f f STEp,4o �4`" .. 2 i l s SYONAL LNG` CONTOURS �•_- # Ii _ A ♦ IVI I 1 `%TRACT E eti \\ TJ E I \ ♦ C ASSES 27 °a 26 i 25 2 ' \ N w `I APPROXIMATE LOCATION OF C > t EXISTING WATER SERVICE. IO CONTRACTOR SHALL LOCATE N n. AND PROTECT DURING CONSTRUCTION C W C _vDN SE � L 14) I ., o:^.:D'RAC' N Of °1 O �eR =•.Ace VI C Q DID ,YN 1 5020'000530 Y -0 Ol BE j Re00R`! ', P. "'D `W V C N ,-F t. M IX SEPTIC DRAIN FILED AND WATER p ry ... .. 2223059118 SERVICE UNE. DEVELOPER TO m U QD 13. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW ADJACENT PROPERTIES. SILT FENCE 1 RENiONNINEROSION MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF LEGEND: 3. CONTACT PUGET SOUND ENERGY AND NOTIFY THEM MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION REQUIRED ON ALL DOWNSLOPES. RCONTROL RENTON NT CONSTRUCTION ACTIVITY HAS BE BEGUN. AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE 2, PROJECTCONSTRUCTION SHALL BE REQUIRED TO COMPLY NTH THE RECOMMENDATIONS FOUND IN CONSTRUCTION can EROSION AND SEDIMENT CONTROL STANDARDS. THE ENGINEERING STUDY. PROPOSED SILT FENCE 4. NOTIFY INSPECTOR AND CURRENT PLANNING MANAGER TO 3. IF ANY NATIVE AMERICAN GRAVES) OR ARCHAEOLOGICAL/CULTURAL RESOURCES (INDIAN ARTIFACTS) TEMPORARY N.G.P.E. INIRAUZE TREE PROTECTION WALK THROUGH PRIOR TO ANY 14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN EARTHWORK OUANTMES ARE FOUND, ALL CONSTRUCTION ACTIVITY SHALL STOP AND THE OWNER/DEVELOPER SHALL SAFETY FENCE ONSITE CLEARING. SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING IMMmWTELY NOTIFY THE CITY OF RENTON PLANNING DEPARTMENT CONCERNED TRIBES' CULTURAL THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, CIR-9.000 CT COMMITTEES, AND THE WASHINGTON STATE DEPARTMENT OF ARCHEOLOGICAL AND HISTORIC PROPOSED CLEARING LIMITS ) 5. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE PROTECTION. PLASTIC SHEETING OR EQUIVALENT. Rl-20 GY PRESERVATION. PROPOSED TEMPORARY (EARTHWORKUANTITIES ARE FORUTING 4 SHALL INSTALLCATCH BASIN INSERTS ON ALL CATCH BASINS ONE S EET CHECK S-�^ 6. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 15. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN ONLY. CONTRACTOR HALLM RIFT IINSTPLiDOPER S.PORIRY pROPDITCHO5E0/TEMPORARI' DAYS. EXACT QUANTITIES PRIOR TO CONSTRUCTION.) 5. REFER TO THE TREE INVENTORY/CLEARING PLAN (SHEET 25) LOCATED IN THE LANDSCAPING PLANS. 7 GRADE AND INSTALL CONSTRUCTION ENTRANCE STORM PIPE 16. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE PROPOSED CONSTRUCTION 8. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, THAN 30 DAYS. ENTRANCE ETC.). 17. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS PROPOSED CONTOURS---330---- 9. CONSTRUCT SEDIMENT PONDS AND TRAPS. MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. PROPOSED KEYSTONE WALL 10. GRADE AND STABILIZE CONSTRUCTION ROADS. EXISTING TREE TO REMAIN 0 EXISTING MAJOR CONTOUR' JJ0- 11. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTER DIKES, EXISTING MINOR CONTOUR 332 - PIPE SLOPE DRAINS. ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. SURVEY DATUM HORIZONTAL DATUM VERTICAL DATUM: MIS , •=5D' INmartw wn :�, CITY OF SEE HOR12ONTAL DATUM IS NAD 1903(91) PER CITY OF IR VERTICAL DATUM FOR THIS SITE 3 CRY COMMENTS DATED OS/13 1021 MIS 6/27/27 BUT RENTON RENTON Cltt OF RENTON CONTROL POINT IS NAVD 1988 PER CITY OF 2 CRY COMMENTS DATED 03/18 1021 MIS 4/21/21 BJi p1"U' KLB N0. 1657 WAS HELD FOR POSITION AND A UNE RENTON. CITY OF RENTON a:i U'a DATUM BETWEEN CITY OF RENTON CONTROL POINT CONTROL POINT N0. 2192 WAS 1 CITY COMMENTS DATED 01/27 1021 MIS 3/5/21 BJi MTS uru� Planning/Building/Public Works Dept. No. 1640 AND CONTROL POINT NO. 1860 WAS HELD HELD FOR ELEVATION, BEING N0. REVISION BY DATE APPR �E Rtf°1°N'T FOR ROTATION, BEING SSF32'23'E. 98.199 FEET(NAVD88). BIT COORDINATE THE DECOMMISSIONING OF THE EXISTING DRAIN FIELD AND NEW WATER SERVICE CONNECTION WITH NEIGHBORING BENEFITED PARCEL. CONTRACTOR TO PROTECT IX UTILITIES DURING CONSTRUCTION AND ADJUST CLEARING LIMITS AS NECESSARY TO FOR INSTALLATION OF THE NEW UTILITIES AND LIMITS OF WORK. R-416606 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 07/14/2021 TESC PLAN TRIPOINTE (425)455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 NN: pe Cn r N L¢L z m O Ow w of CITY OF RENTON EROSION AND SEDIMENT CONTROL NOTES Q0 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRE-CONSRRUCTION O r MEETING SHALL BE HELD AMONG THE CRY OF RENTON, HEREBY REFERRED TO AS THE q* CITY. THE APPLICANT. AND THE APPLICANTS CONTRACTOR. r 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, 19t AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. O 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPUCANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.. PLANS FOR STRUCTURES SUCH AS BRIDGES VAULTS AND RETAINING WALLS REWIRE A SEPARATE RENEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SMALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO W FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON CC 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 CONVICT EXISTS. LL 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NV) 83 (WA I- STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE I- BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 0 8. ALL UURTY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% J MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE J CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT LU AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92X OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10A1L PIPE AND STRUCTURES SHALL BE SEARED FOR SURVEY UNE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PUNS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. MALL FLOW CONTROL FACIUTES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12.ALL PIPE AND APPURTENANCES SHALL BE LND ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVEUNG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDID AND BACK ILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00. 220.10, AND 220.20. TEWORARY ERO" CONTROL SEED NIX MATERIAL X WEIGHT X PURITY X GERMINATION CHEWINGS OR RED FESCUE 40 98 90 FESTUCA RUBRA VAR. COMMUTATA OR FESTUCA POONA ANNUAL OR PERENNIAL RYE 40 98 90 LOLUM MULTIFLORUM OR LOLIUM PERENNE REDTOP OR COLONIAL BENTGRASS 10 92 85 AGROSTIS ALGA OR AGROSTIS TENUIS WHITE DUTCH CLOVER 10 98 90 TRIFOLIUM REPENS BEST MANAGEMENT PRACTICES WMP) ALTERNATIVES LLLONMAD.W aUMIfY IPR.IC,AlION APR1CAlI0N DBINCF STANDARDS mcow YARIIE APPLICATION :RAVEL, SLAG, OR WASHED, 3/4'1 1 1 9 CU YDS 3 INCHES OR STRAW MATERIAL Y:IPBIG:H NVY Ia30: 0 14 AND SEDIMENT CONTROL NOTES TESC NOTES AND DETAILS 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, OF 2, OR 5 INSIDE AND OUTSIDE. 14. A11 DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES BE STRU ELLIOTT FARMS AR P FRIED AINA DUI IRON, BOLT -LOCKING LIDS PER THE CITYMAN STANDARD PLAN 204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE: RECTANGULAR OR ROADWAY.DROU ROUND, SOLD LOS WHEHEN NOTN NOT COLLECTING RUNOFF, G RUNOFF, AND ANDIDE OF LOCATIOE A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. WDHIN THE ROADWAY, BUT OUTRIDE OF THE CURB/PULER LINE. ROUND, SOLID LIDS DISPLAYING THE CITY RIGHT-OF-WAY OR LOGO WHEN WITHIN THE PUBLIC RIGOR IN CITY OF RENTON, KING COUNTY, WASHINGTON TO THE CITY. RE LIDS OUTSIDE PUBLIC (CONTINUED) RIGHT -OF -AN WAY C� Y AND EASEMENTSTOTSHALL NOT DISPLAY THE CITY LOGO. EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL NOTES 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED, LANDSCAPED, ETC.) OF (ESC) STNDARD PLAN NOTES (CONTINUED) TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS UNES OF THE RENTON THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER SWDM. STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR 9. THE BMPS DEPICTED THIS DRAWING INTENDED BE MINIMUM AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 26PLOO.CATCH CARE IESCRE O REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION TI 16. LIDS OF MANHOLES/BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT APPUCPM SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE OTHERWISE SHOWN. CONNECTED WITH STORMWATER DISPOSAL THE CRY DOES NOT ACCEPT ANY COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OBUGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM OF THE APPUCANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CRY RIGHT-OF-WAY SHALL BE OF PROVIDED DURING CONSTRUCTION. BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT DRIVEWAY TO THE BOTTOM OF THE DITCH. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT GONSITRRE AN BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 11 ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF INCH ROCK / 10 - 20% PASSING. 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CRY FOR REVIEW AND 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (ARA) SHALL APPROVAL INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE COMPLY WITH SPECIAL REQUIREMENT /6 OF THE RENTON SWDM AND AQUIFER 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS PROTECTION REGULATIONS (RMC 4-3-050). MLL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE 1ST THOUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY BMPS. 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUIS, 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABIUZED WITH THE 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC WITH A BOLT -LOCKING LID MARKED 'STORM "SHALL BE LOCATED AT THE PROPERTY TRAVEL URINES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CROSSWALK SHALL BE FRIED MITI ANON -SUP OR NON-SKID UD PER ADA 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CONVEYANCE SYSTEM PER THE CRY STANDARD PLAN 227.00. REQUIREMENTS. BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR UNE AND GRADE BY A 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS THE CRY. SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. SHALL BE MAINTAINED BY THE APPLICANT. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRIHO IMMEDIATE 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM THE RENTON SWDM. CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV IS E 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT N ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE EDUGH TO ABSORB A MINIMUM OR WI HOURS FOLLOWING M MONTHSTORM ONCE A MONTH OR WITHIN A MINIENT. REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE INSPECTION AND SHALL OCCUR MORE FREQUENTLY INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. REQUIRED BY THE CITY. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN COMPLIANCE MTH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. CATCH BASIN -4________-__J1_-�M 'AEB WAT SPACED TO A WIRE BECAME M WED J � _ �TAT 8,. NOTED MONTH STEEL FENCE NEWS BaI..NESEEE WINDOW VIEWS TU A DIAMOND TESTED WAST 21 BID AN In A FWANATII FAST ANTAN, ADHESIONS IDEAS, IF FEW PERFORMANCE WARRANTS A BENI FENCE 2A TRENCH MAY AS TECHNICIAN HAMAN THE ACTIONS INCHES OF ITS STITTESTAI FABODE AND SEESAW EM A DEFENSES THAT STANTATEMENS THE FENCE NATO DOES MET 4OCIN CAST 10 SENATE SEA UNEWMAN THE SIT r FOACc 25 OWDR ENDED INSISTS SEEMS BE BECONASEED MASS CONTEADES ABAS INS '=SOLE TO F�M DISTANCE THEI MUST HE INTEACEP11D ADD CONFIDENT) MET II (1 9/28/zois 1 1 ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE MTER FABRIC FENCE INSTALLATION NOTES STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAN STORM THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL IS TESTED. ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED. ETC.) PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ADTHER TEST PER FUNCTIONING CONDITION LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, OF THE DEVELOPMENT SITE TO MAINTAIN THE MOISTURE CAPACITY. OF THE SOIL ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), FILTER CLOTH SHALL BE SPUCED TOGETHER ONLY AT A SUPPORT POST, WITH A EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY 17 2/3 OF THE AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST TOPSOIL OR AMEND THE SOIL MIN COMPOST IN ACCORDANCE WITH STANDARD MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND LINES PLAN 264.00. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C7781. SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT EROSION ND SEDIMENT CONTROL FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET ,),TA APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES) RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY (ESC) STANDARD PLAN NOTES 18. ANY PERMANENT LOCATION USED AS A TEMPORARY 0I WA CONNECTED WITH DISPOSAL. THE DOES NOT ACCEPT ANY SEARING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND HALL BE MODIFIED W 3. A TRENCH BE THE ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, p HE PROPER M OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PROVIDE STORAGE CAPACITY. IF THE FACILITY IS A TO ARO ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE AND ADJACENT SYSTEM PROVIDED DURING CONSTRUCTION. PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY TO IN ITS PER TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT UNCTION BURIED BURIED N z REFERRED TO AS THE CITY, THE APPUCANT, AND THE APPLICANTS CONTRACTOR. STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT. FIAGGERS. AND 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE 18 23,0 ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE THE PERMANENT FACILITY. SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING F4 FS/Oryq PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF OF ECOLOGY (ECOLOGY) CONSTRUCTION STORNWATER GENERAL PERMIT, IF IT IS HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. ATE WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT REQUIRED FOR THE PROJECT. THE APPUCANT SHALL PROVIDE THE CITY COPIES OF 19. AREAS DESIGNATED ON THE PVN(S) CONTAINING EXISTING STORMWATER THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES MID SHALL 62121 MAY INTERRUPT NORMAL TRARFlC FLOW SHALL REQUIRE A TRAFFIC CONTROL PUN ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE FACILITIES OR ON -SITE BMPS AMENDED SOILS, BIORETENTION, PERMEABLE NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. EM ORAR1' CONSTRUCTION S70RMWATER GENERAL PERMIT. PAVEMENT ETC. SHALL BE CLEARLY FENCED AND PROTECTED USING ESC ) 3. THE ESC PLAN SET SHALL INCLUDE ESC CONSTRUCTION SEQUENCE DETAILING THE BMPS TO AVOID SEDIMENTATION PAID COMPACTION DURING CONSTRUCTION. 5. THE STANDARD STRENGTH FILTER FABRIC SFV11 BE SYNCED OR WIRED TO THE FENCE AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. E 27. PROTECTS LOCATED WITHIN THE AQUIFER PROTECTION AREA A) SHALL SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO ORDERED STEPS L THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL C ENT D COMPLY WITH SPECIAL REQUIREMENT OF THE RENTON SWDM AND AQUIFER LEAT POST -PROJECT CLEANUP IN ORDER FULFILL PROTECT ESC REQUIREMENTS. 20. PRIOR TO THE BEGINNING OF THE WET SEASON TON ALL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES 0 PROTECTION REGULATIONS (RAC 4-3-050). {. U THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, IC IDENTIFY WHICH ONES SHALL BE DISTURBED AREAS SHALL BE INSPECTED TO HE WINTER SODDED SEEDED IN PREPARATIONFOR THE WINTER RAINS. DISTURBED yMFE f� AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON SEEDED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING A g, WHEN E)RRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE p 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, THE PLAN(S) SHALL BE CLEARLY DEUNEATED BY FENCING AND PROTECTED IN THE OF THE MEET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER L CLEANOUIS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO FABRIC IS STAPLED OR WIRED DIRECTLY THE POSTS WITH ALL OTHER A..B W INTERSECTIONS OF STREET TRAVEL URINES, BIKE LANES, SIDEWALKS, AND DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CM FOR REVIEW. IN PROVISIONS OF STANDARD NOTE 5 APPLYING C O CROSSWALKS ENAN SHALL BE AVOIDED WHLK OR POSSIBLE. ANY SURFACE PLACED IN A SIDEWALK CROSSWALK SHALL BE FITTED WITH A THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARID LIMITS SHALLLn 7 THE TRENCH SHALL BE BACKFlLLLD WITH 3/4-INCH MINIMUM DIAMETER WASHED D NON -SUP OR NON-SKID DID PER ADA REQUIREMENTS. NON -SUP OR E BE PERMITTED. THE CLEARING LIMITS SHALL BE BY THE APPLICANT/ESC 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE. THE PROJECT SITE SHALL BE GRAVEL D ONMANED SUPERVISOR FOR THE DURATION CONSTRUCTION. STABILIZED TO PREVENT SEDIMENTS LADEN WATER FROM LEAVING THE PROTECT C W 1 N SITE ALL ESC BMPS SHALL REMOVED. AND STORMWATERCONVEYANCE 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 5. NC BE INSTALLED AT THE BEGINNING Of STABILIZED CONSTRUCTION ENTRANCES SYSTEMS, FACILITIES, PAID - BAST SHALL BE RESTORED TO THEIR RESTORED USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY N C Q 0 CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL E DU FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE COMMON. STABILIZED MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE SHALL BE VEGETATED OTHERWISE PERMANENTLY AT A MINIMUM, 10 4.A Oil f REQUIRED ENSURE THAT ALL PAVED AREAS ARE KEPI CLEAN AND TRACKTOIL TO SHALL D MULCHED DISTURBED SHALL SODDED SEEDED AND MULCHED TO ENSURE 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL i 7 ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF IT THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. TENT WILL S AND AT EEASF ONLY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS IniT FOR SORT SLOPES AND AROUND WOODY PUNTS It ORNAMENTALSSEDIMENT IS TRACKED OFFSITE,ULCH SITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 15i. SHALL BE MADE IMMEDIATELY USE WHERE SUBJECT TO FOOT TRAFlC. PPPO%. 2000 LBS/CU YD.. THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS m C fV N yl USE WHERE THE MULCHING EFFECT IS TO BE "WANED FOR LESS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND CO U y w N THAN 3 OWNS. ANCHOR BY CRIMPING, COVERING WITH NETTING 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS TEAR SPRAYING WITH TACKIFlER AND/OR KEPT MOIST. DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ANCHOR WITH SANDBAGS OR TIRES ON 10-FOOT GRID IN All DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DIRECTIONS. OVERLAP EDGES WASHOUT AREAS. INTERNATIONAL BUILDING CODE 19 USE ON STEEP SLOPES GREATER THAN 2:1 IN ADDIDON 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO TO HIDROSEED OR WOOD FIBER WITH TACKIFlER. LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT R-416607 IF USED ON CRITICAL AREAS, OR STEEP SLOPES, DOUBLE THE NORMAL APPLICATION RATE APPLY W/RYORONULCHER. NO CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SRE STANDARDS TIE -DOWN REQUIRED. EROSION RAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABIUZED TO ENSURE POTENTIAL FOR IN COMPLIANCE WITH CITY OF RENTON WOOD FIBER MPUED 1.25 TONS PER USE 90 GAL/ACRE TACKIFIER FOR STRIP SLOPES LESS TRAM ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE WITH HYDROSEEDING MALE; 21: 120 GAL/ACRE FOR STEEPER THAN 2:1 REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE DEVELOPMENT ENGINEERING O OR ALONE RESPONSIBIUTY OF THE APPLICANT. BARK CHIPS MIN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER TAW 6% 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO msippo 07/14/2021 POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. WOOD CHIPS TREAT WITH 12LBS MIN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER DAN 15% (HOG FUEL) WFDGEN FERTIU EIVION SOS® USE MIX RECOMMENDED USE GOT SLOPE MIX FOR STEEP SLOPES PROVE �" TESC NOTES AND DETAILS HORIZONTAL DATUM: VERTICAL DATUM: N/A . CITY OF HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE 3 CITY COMMENTS DATED 05/13 2021 ARTS 6/27/27 BUT MIS TRIPOINTE RENTON� RENTOH. CITY OF RELATOR CONTROL POINT IS NAIAD 1988 PER CITY OF 2 CITY COMMENTS DATED 03/18 1021 ARTS 4/21/21 BJT ° KLB (425) 455-2900 BET 1857 WAS HELD FOR POSITION AND A UNE CONTROL CITY OF RENTO12192 I Dry COMMENTS DATED 01/27 2021 MIS 3/5/21 BUT AR'DID' A� Np1 DATUM BETWEEN clTv of RENTON CONTROL POINT colNreoL POINT No. 2192 WAS Mrs �� Planning/Building/Public Works Dept. 15900 SE EASTGATE WAY. SUITE 300 No. 1640 AND CONTROL POINT NO. 1860 WAS HELD HELD FOR ELEVATION, BEING N0. REVISION BY DATE APPR �E"�°"'V BELLEVUE, WA98008 FOR ROTATION, BEING SSF32'23'E. 98.199 FEET(NAVD88). BAIT O N U IMIM r M O O LO T 01 Tf r 2i N L<L Z I] I- O O W. () Im U) 2 LL IFF- - 0 J W I I I rc N a asenoFT A 271 COOK AANDBARECIFECAMMELEVI CO SECTION a W�,c" NOW52. I A WHI THEAS IS CONCENTRATED RISNOWIF PANAMA 0151 ARFAM TO ARM FROM RESONANT MAJOR AN TANANA 12F MCCIARCY RJNXF RRIERICITTE) TERM "DISTERSED MEAN CARTER) THESETTE TO A WEST MASSIVE DISCHARGE POPE IT 22 THE CHECK EVANS SI BE EIVANNED FOR NEWS OF AEOWNG AND BROACH Of THE EST " SPPIE� IF SPEAKING " WORION FAB GERMANS) AFFESTED WANT MUNC ME PROTECTED By MI ON AN BROWN CONFIRM. VANAFT OR EST ® u PLAIN 9/28/20 wrt vu PAR WORKS DITCH CHECK DAMS s/za/2Q1R DEPARTMENT GAZ u LIVE L BOTTOM muc ME ME" �RxIt F� ewr>E xRoxsP®RoeaNaax BRNEI I I RESERVED AT R.AET 1 IT CAPE ciowmplv I ERAS TRIPLET IMIKET 2. T°I IVAIR,°: .��. s<�wEMEEUP.c°.µ�µ�EwE„c.°ETHE AWARE MIALL SE INCREASED mam PU9MDw0RF5 INTERCEPTOR SWALE DEPARTMENT I GAZ 9/28/2018 1 1 TESC NOTES AND DETAILS OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON OVERFLOW SI EVAEFTNIF ARCANE ACT �a 11 MIN _ lm � EXCAVATIONS LEAVE �F eou.uwcracno w uE,EPvwxi CROSS mmox CREEPIER :awENCY ..L�P „ ,r.,..�,E.>.w.o.w TMM% T ' r En �L P.O MRIC°nE .oiwoEn AWAlCVlNI ANNARRETEIRSOM CONVEYANCE EXIST OR o..,,,�>.,.�Mo..w.,,,, �"°mum 21 . r° NOiER' 1 MONCEMENT OF WATER BETWEEN SELLS THE "DRAFT SI BE AT LEAST FINE TALC OF TME SENATE OF FEE MEANT WIRE MARCOS 2 TO 3 PACT NAME COCA ATTIC by ESCAVIATION AN SO WEREANG A BEER STEEPEN FLEER FAEMC ANTICETTED BE TREATED A7XP; MAY BE VIRED AS A 01 PEEP WAKED $TRAW SALE S WRAPPRO SEEN FILTER 22 F FEES ROMA 6 MORE FEAR 6 TEST DEEP A DIFFERENT MECHANISM MST BE ECONOMIC BE W AM N LITERATI � SEEN ONEEPROF POICARTS ANALL AN SURFACES ON FAIN EVER ism - �f Pu6uc WORKS oPUN 211.00w� Pueuc WORKS SEDIMENT POND PLAN VIEW AND sm oPLANzz18w - O SEDIMENT TRAP GAZ 9/28/2018 O pEPA0.TMENT GAZ 9/28/2018 DEPARTMENT CROSS SECTIONS CAP DEVEMETERING STEPS TIMING STAFF �..m,E,sM.E,T.�..�,T°� �.,.N.P. / MEN u Px w„PP.cuR L—�r TAKE " J - w rnux�"PvMETAL Cumcfam STAXESPRO —2AMIDAux SrtPoI .S, Na WF. GPMwWECTREQUIR.,., sm. PUN. 8 URIPUBLIC WORK9 DEPARTMENT GAZ SEDIMENT POND RISER DETAIL 9/2e/202019 POLYETHYLENE AASHTO M294. CONSTRUCT GRAVEL — PETER CONE AROUND PERE. PIPE USING WASHED ROCK TEFKAR GS-1 SAFELY FENCE OR EQUAL (BRIGHT ORANGE PI MESH) PROVIDE ADEQUATE STRAPPING CORRUGATED METAL RISER PIPE DW.=18" PEEEEEE 49 r— OVERFLOW ELEV=91.80 ' DIA-18 a a DEWATERING ORIFICE: 6" SCHEDULE 40 STEEL STUB 000000 TACK L- W/END PLATE WELD ORIFICE DIAMETER 1.6"0. ' CMP 8' LCPE °° O 0.501 ° 6" MIN. ° ° a 18" MIN 1'ATERTIGHT - PIPE COUPLING ADAPTOR ° °COUPLING ^ IE=88.00 (8") d CONCRETE BASE ALTERNATIVELY, METAL STAKI AND WIRE MAY BE USED TO 3' MIN.' PREVENT FLOATATION SEDIMENT POND RISER DETAIL NOT TO SCALE 14 GA. GALVANIZED WIRE FENCE POST 6' HIGH MIN. NOTE: 1: CLIP FENCE TO GALVANIZED WIRE 0 5 FOOT ON —CENTER SPACING 2. W,RE FENCE TO STEEL FENCE POST TEMPORARY N.G.P.E. FENCE DETAIL NOT TO SCALE R OQC�L C O PC La C WD N ca' M DID 7, N — o m Q C0 t in 3 N C O W N m U rDY%St FQ R-416608 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 07/14/2021 SURVEY DATUM I I I I I '"'"p`x ""R N A TESC NOTES AND DETAILS HORZONTAL DATUM: VERTICAL DATUM: / . CITY OF HOR12ONTAL DATUM IS 1 1903(91) PER CITY OF VERTICAL DATUM FOR THIS SITE 3 CRY COMMENTS DATED 05/13 2021 1 M16/21/211 BIT MTS TRIPOINTE RENTON RENTON. Cltt OF RENTON CONTROL POINT IS NAVD 1980 PER CITY OF 2 CRY COMMENTS DATED 03/18 1021 MIS 4/21/21 BJT KLB (425) 455-2900 N0. 189 WAS HELD FOR POSITION AND A LIFE RENTON. CITY OF RENTON 1 Dry COMMENTS DATED 01/27 1021 MIS 3/8/21 BJT axam °K Np1 DATUM BETWEEN CI of RENTON CONTROL POINT CONTROL PONT No. 2192 WAS M s �� pionpmg/Building/Public works Dept. 15900 SE EASTGATE WAY. SUITE 300 No. 1640 AND CONTROL POINT NO. 1860 WAS HELD HELD FOR ELEVATION, BEING N0. REVISION B1' DATE APPR �E"�xx'K BELLEVUE, WA98008 FOR ROTATION, BEING SSF32'23'E. 98.199 FEET(NAVD88). g,R MAX, I H 0 N U Ln Q J r M O O LO r cf) N Qz LL m 00 J LLl JU w of O EX CHILDREN nnIl PLAY AREA iI__I W C) G rr H I- O J W k W NOTE N GRADING NOTES OUTLET LO EXISTING o - .AS -BUILT DETAILED GRADING AND FIRE LANE SIGNAGE PLAN 1. SEE SHEET 23 FOR DRIVEWAY ENTRANCE DETAIL. 1. ALL EARTHWORK AND GRADING SHALL BE CONSTRUCTED IN ACCORDANCE WITH GEOTECHNICAL �- DITCH �+� ENGINEERING RECOMMENDATIONS PREPARED BY TERRA ASSOCIATES, INC DATED 2/25/15, AND 9a '`�.OF ANY SUBSEQUENT REPORTS AND FIELD DIRECTION FROM TERRA ASSOCIATES, INC. THE SPECIFIC 2. DRIVEWAY WIDTH PER RMC. MIN 5' SEPARATION GEOTECHNICAL INSPECTION WORK RECOMMENDED IN THESE REPORTS MUST BE DONE AND • �� OF DRIVEWAY FROM ADJACENT PROPERTY LINE DESCRIBED IN SUBSEQUENT REPORTS TO THE SITE INSPECTOR. CONTRACTOR SHALL OBTAIN \• � � `�����,_ � � � � o � � ELLI TT FARM ©PROPERTY LINE. APPLICABLE REPORTS AND KEEP ON SITE WITH THE APPROVED PLANS. S _ O % 3. SOIL AMENDMENT SECTIONS TO ALL DISTURBED 2. THE CONTRACTOR SHALL VIDEO THE APPROVED HAUL ROUTE PRIOR TO THE BEGINNING OF A PORTION OF SECTION 22 TOWNSHIP 23 N RANGE 05 E W M SOILS PER DETAIL ON SHEET 24. CONSTRUCTION TO IDENTIFY THE EXISTING CONDITION OF THE ROAD WAY. FOLLOWING THE ACCESS &UTILITIES EAST REC #20000201000940 EX CURB (B SIDES) EDGE OF EX ASPHALT SEE SHEET 19 FOR MORE DETAILED INFORMATION .� .1 COMPLETION OF PLAT INFRASTRUCTURE, THE CONTRACTOR SHALL VIDEO THE HAUL ROUTE AGAIN AND IDENTIFY THE POST CONSTRUCTION CONDITION OF THE ROADWAY. THE CONTRACTOR SHALL CITY OF RENTON KING COUNTY WASHINGTON REPAIR THE ROADWAY TO A CONDITION EQUAL OR BETTER TO THE CONDITION OF THE INITIAL ` ' ' VIDEO. REPAIRS TO THE HAUL ROUTE SHALL BE COMPLETED BY THE CONTRACTOR AND ' •... REVIEWED AND APPROVED BY THE CIVIL PLAN REVIEWER PRIOR FINAL PLAT RECORDING. RFNLO _ _ roN M FIRE LANE NOTES: o \ �` VALLE CD l�� 153060 0 ' ' ' 1. LANES SHALL BE IDENTIFIED BY A FOUR INCH (4") WIDE LINE C) AND CURB PAINTED BRIGHT RED. THE BLOCK LETTERS SHALL -==_ 91.65 92__Oq X !� STATE "FIRE LANE - NO PARKING" BE EIGHTEEN INCHES N D i 93.0 / 1 s..� ,� " - �/6' � 18" HIGH PAINTED WHITE LOCATED NOT LESS THAN ONE U 91.77 932- .I _ 9� CALE: 1 -30 ( ) a- x\ �92 _ �\ 91.86 `ice FOOT (1') FROM THE CURB FACE, AT FIFTY FOOT (50') TRACT <I. \ \ �'`-.., T �. \•. \��� INTERVALS. 92.84 3.91A ' 9�'5.8�,_`\ \ \\ OPEN SPACE �� \ : '. �. ,. _. •. 92.04 APPROX. 4 HIGH X °° ,, `� �,_ \ ���.;. '• _ o � ��� �� �' 2. SIGNS SHALL BE TWELVE INCHES BY EIGHTEEN INCHES (12" 1.5J / _ \ g4•,\\ ,_,` \ \ �� 3' WIDE BERM ALONG 1 92.65 I 94.8,4 `•. \ \ ,_ •. X 18) AND SHALL HAVE LETTERS AND BACKGROUND OF 917 w. I g4� \ _ �. a WA-169 FRONTAGE - 93.72 \-g ° .: �'g2�, �� �� CONTRASTING COLORS, READILY READABLE FROM AT LEAST A I NO PARKIN - I a�•• 4�-�_� , I 1 \ - ��, `�, `�, `-; \ `'�_ .�, _ FIFTY FOOT (50) DISTANCE. I SIGN R8-3 L) .............�, ��� .. - \ \ `_,` .1 , \\ `_\\ `_\` `_ ••\\'`� \ - 92.18 91.83 I a 91.57 ; \ �� ^ 3. SIGNS SHALL BE SPACED NOT FURTHER THAN FIFTY FEET i- � \ ��\ . '... ��\ •g4 �-•• •� � �EXIST I � � � � A - 'N�5�9_; . 3g . ING D TCH '•.. 1.58 50 PART NOR SHALL THEY BE PLACED LESS THAN FIVE 91.76 i •.. ._`` 9 FEET (5) OR MORE THAN SEVEN FEET (7) FROM THE 93.52 i T 4.78 Z 6g \ BE�4RING PAD � ' \ • ` \ \ ... PAD EL=95.0 \\. 8.:'_ .. ° - ,`\_______: EX SIDEWALK � 9 81 �A � ` ° a __ \ \ ��`` _ �� � ,, GROUND. THE INSTALLATION AND USE OF FIRE LANE SIGNS \ \ ° EL ATION (TYP) / BOTH SIDES . r ........� ��'............... \ t% \\ _.__s___ ,___ "`R\ \ \ �� o ( ) / \ \ + ; . P o WILL PRECLUDE THE REQUIREMENT FOR PAINTINGFIRE LANE /°_- - -- - WI NOPARKING' IN THE LANE ONLY. THE AREASHALLBE 5-7 \ ,•� •1.... y .. <_ ;'Oa WIDE '-- �`� \ \ \ `\� �� `'_�� � � (� � Q \ / ��, g s C©NC. _ IDENTIFIED BY PAINTING THE CURB RED OR IN THE ABSENCE (V p ¢ V 2 �. Ti?AIL° \ �\ I------------- _-� OF A CURB A FOUR INCH 4" RED LINE SHALL BE USED. z IGN R8-3(R \� / �Q / 3 92.27 . O / \ \ oo'\ d• : PAD EL=95.0 / 1 ¢ 1 I \32 0 ' - - - - �.�. -9 I o- - O PAD EL=95.0� I 7 I °\ 4`��`-_��� 1 - '`''' PAD EL=94.0 I / 1I \ ° d I �' I �... ���___ � NO 96.06 '� \ b:: I s I I 1 / :� 93.36 8 PAD EL=93.5 e° ■" /•' ; PARKING 4 I I I V /` a STOP SIGN �''' �� _a 4 PAD =96.5NO �',\ \ / 92.38 2 65_ •/ . PARKING % Oq PAD EL=95.0 / I 6 I V I • / FIRE I I 1° ~ 92 8 0 /` C1PEN SPACE SIGN\ LANE RO <. 9A, I ° I PAD EL=94.0 Q ° / / R8-3(B) \�� P� I 1 I ° 93.41 10' WIDE DRIVEWAY ACCESS / I o \ I 6, 3' WI E \ L' I I- TO EXISTING UTILITIES / / Q I 0 T O J W 44 �\ ' .:�' o \ 1 9 I 1 BER \1 I R8-31 R8-31L • \ I I I PAD EL=93.5 Al z 18 PAD EL=96.5 ���� 1 \�� \� I I 1 I rn 1 \ �, ... \ PAD EL 92 5 \ �_- 1 \ 43 � � � \ � � \ •\� \\ I 94.83 I---------94---- 5 �. PAD EL=96.0 �� d / \\ PAD EL=94.0 42 94.10 FIRE LANE SIGN PAD EL=96.0 \ 5.11 1 10 4. I I I I I n CT �• _ ° I I T \ \ \ I PAD EL=94.5 \ 17 I 95.40 I I ROADWAY EDGE TO BE \\ PAD EL=92.5 I • f I PAD EL=94.0 \� 41 .. \ \ .. AINTED FOR FIRE LANE �, °: �. ^ ' :1 � `a: I PAD EL=96.0 PER NOTES THIS SHEET TYP OPEN :�>.=.-::•,.:.: \. � oo-------------- 1 I O_ U U) T Z p 95.40 R8-31 R 40 39 Q U� \ R8-31 D O C) \ 95.46 ~ _ FIRE LANE SIGNAGE TO BE VERIFIED BY THE / PAD EL=95.0 \ 11 PAD EL=95.0 \ °4 95 I d.° 16 I `. I' \ I 1 FIRE MARSHAL PRIOR TO INSTALLATION U \ PAD EL-94.5 • �� \ I 20 BEARING PAD \ PAD EL=94.8 I \ ELEVATION TY T 0 95.87 \ �5.44 \ FIRE LANE SIGN 95.72 r I �p �\\ \\ I PAD EL=94.0 I ( ) j TA/ o TW=97.5 \ \ `Z _ - BW=95.0 2.5 �Q6.. \ s \ \95.64 96 --1� J. \ LEGEND: --- _ �. o � ,:`;:1.�.- / Tw.szs 2 ..• \ ":.� .. '. \°•.° ° II Fib F WAS c_ 0 � 95.84 /--- BW=sSo 5 \ \ �IRE� z _ J PAD EL=95.0 \\ \' LANE I I j /. o I I 96 I I c O � TW=97.5 SIGN n1 I 12 ' z ASPHALT 1 \ \ I I / I 15 Q cn I I o PAD EL 96 0 1 BW=95.0 .5 I I PAD EL=94.8 I > I - .. 37 CONCRETE SIDEWALK ; ;; ;'.,.: 97.50 \ I I I Q Q Z1 w �0 423 • ° .:..;.. •'•. 1 PAD EL-96 0 { \� \ � ����.� � - I o - III � ,�• 'f'F' ----- 0 96.97 \ PAD EL=95.0 \ 1 • 96187 0 N 'I-` I I I � SS /STE TIMBECONTOURS PROPOSED - - -- 6" x 6" \\ \ I II IITONL E� I 111 06/21 /22 GRAVEL STAIRS TO \ \ % I I•. I 1 I z CONTOUR EXISTING 90 PROVIDE ACCESS THROUGH °j.\ \\ \ �' >• d I 13 , 14 _.----� ATE TO TRAIL. = 6.0 = .8 TOP OF WALL ° 98.32 36 I ..\ I PAD EL 9 1 I PAD EL 94 I ''• \ I � II� \ I ;:\\ \\ \ �° \ ��V... FIRE LANE SIGN.. I 1 NO PARKING 10 �o \ ZZ �� (� ELEVATION (TYP.) ::..: �. 2.5 HIGH MAX MODULAR \ \ PAD EL=96.0 \\\ ( 1 SIGN R8-3(R) 1 / \\ j Ij .......... / PAD EL=96.0 V � .... BLOCK WALL \1 �. �.:. \ EXPOSED WALL HEIGHT (TYP.) ° © \\ i. \ \.. ; . - - - - 98.26 \ ---- ----- - ` -- �6' °` 4,4 I IL w C ° . ;.l 35 - --- - T �• • 98 � \ I :Q. o I \\\ ° ,� ^96.92 ^� \I m :'. _ .. ........�^r!•:�•:.. :... •. �...'..'.:::. •y o�� �•�� \.: 1, I BOTTOM OF WALL ELEVATION z? ; `,' s I PAD EL=96.0 �\ 96':Z2 97... 2 9 .66 \ `� ° / Z3 t .... a - PAD EL=96.0 •- AT EXPOSED FACE (TYP.) -- - N i 96. I I I I :. 97�.60 0 y . �.•' ' o. SIGN R8--------------- - 96.54 1 NO• PARKING 97.59 . •.97.47 97.3 6.66 � � 0... .Lu o / C N / N M _ ° TRAC N o PAD EL=96.0 / T I % � E � '. TRACT H = .= d / ALL EXISTING PT to Q ' 97.11 0 CRITICAL AREA .. ° ° 1 I \ �01N y'� o: IN - - �. lD \ - - n PARKING \ 98 97.33 SIGN +,' N o O° 98.6 \ _ _ 5'sr I I (� ;'" �nG"`uuu N I` � R8 3 B ;9 STRUCTURAL PAD ELEVATIO FOR u,=,u� O GD ;\ 98.80 TRAC 9� MINERAL CUTS AND FILLS. SPREAD I 1 m V Y o EDGE OF WETLAND BUFFER ° l \ OPENS STRIPPING I ABOVE THIS EL VATION. FLAGGED BY RAEDEKE \ 33 3Z H .: I 31 30 29 ASSOCIATES, INC. AND FIELD _ �2 Z8•.' 27.' 26 SURVEYED BY BARGHAUSEN \ ��. ` PAD EL-97.0 PAD EL=97.0 = _ I Z5 2 I {o• \ OFF \\ :.r r " :,:<' - PAD EL 97.5 ... PAD EL-97.5 PAD EL=98.0 PAD EL=98.0 PAD EL=97.0 ' ` ' CONSULTING ENGINEERS, PAD EL=97.0 Q NO PARKING INC. �� \\ 97'91 WALL FOOTING DRAIN I PAD EL=95.0 PAD EL=95.0 0 *0. �% \ i9 j 4.. NO PARKING SIGN NOTES: \ I .... 4 cP WALL FOOTING DRAIN MUTCD SIGN R8-3 MODIFIED NPAT = NO 5 \ \ �N-97 5 1.0 1...' �.. (MODIFIED) ° ro \\ BW=97.0 rw=103.o I 9� I :. PARKING ANYTIME. ORIENT NO PARKING SIGN AT cb a.• - 6.0 TW-103.0 I `: p\ BW=97.o 6.0 45 DEGREES FROM STREET. NOTE: NO PARKING � . \ ' ___ ___- - 8•------ .1�g... BW=970 .�O .�'. I \ : SIGN TO BE BANDED TO STREET LIGHT POLE �o w y \�`- - -- - R 416609 (WHERE APPLICABLE) USING BLACK COATED �� �� �6, u, `� • ^_ j BRACKETS TO MATCH STREET LIGHT POLE r' © jS89'18 39 E 675:00 TW=101. 4 6 TW=97.0 5 6 TW-104.2 6 0 TW=1 py,� TW-106.2 -106.7 / TW=105.0 I' `I' `I I 6.0 6.0 - 6.0 6.0 �d �� CV O O p ON O '\1/ \ BW=97.0 BW=97.0 �: BW=982 \ \ =99.6 BW71.0 .2 �1.Q0.7 BW=99.0 9� COLOR AT 100 SEPARATION BETWEEN SIGNS. r?brnrn o IN COMPLIANCE WITH CITY OF RENTON STANDARDS �. USE DOUBLE ARROW NO PARKING SIGNS AT �� �a / .- c(Y 6 HIGH MAX MODULAR BW=9.0 37 �.98. 1.0 ALL LOCATIONS EXCEPT ON STOP SIGN OR ; �T �w=97 f C N BLOCK WALL PER \ I I G WHERE INDICATED ON PLANS. EARTHWORK QUANTITIES FOR PERMITTING PURPOSES ONLY. CONTRACTOR SHALL VERIFY ACTUAL CUT AND FILL QUANTITIES PRIOR TO CONSTRUCTION. CUT = 9,000 CY FILL = 20,000 CY IMPERVIOUS QUANTITIES EXISTING IMPERVIOUS = 9,021 S.F. PROPOSED IMPERVIOUS = 32,885 S.F. TREE PROTECTION NOTE: PLEASE REFER TO THE TREE INVENTORY - CLEARING PLAN ON SHEET 25 FOR TREES TO BE RETAINED. SURVEY DATUM DETAILS ON SHEET 10. n O SPECIAL NOTE \ L �r10 ; (TYP.) `� '� - WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE '-DRIPLINE OF EX/ ,�� �`� ��+ '� L.L BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED WALL DRAIN NOTE: OFF -SITE TREES FROM THE BOTTOM OF THE BASE ROCK TO THE TOP EX OFF -SITE TREES ,�- \ / OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS ALL ROCKERIES AND RETAINING WALLS �'i o \ i �` �, / RIgTING TRUCTUR S_ MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP SHALL INCLUDE A FOOTING DRAIN BEHIND LIMITS OF DISTURBANCE , I / I,, I \ �y O OF WALL. THE WALL. \ `• / .�- / I - W HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86'32'23"E. 98.199 FEET(NAVD88). 1 RECORD DRAWINGS AS -BUILT MTS 4/15/22 BJT suRvEYED: SCALE: �� J U 1 "-30' HOR' VERTICAL. NTAU r D '9W'1991 CITY 0 F AS -BUILT DETAILED GRADING AND FIRE LANE SIGNAGE PLAN 6/21 /22 W fn 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 MTS 6 21 22 BJT DESIGNED: - VR TRIPOINTE FlELDBooK: MTS RENTON PACE DRAWN: (425) 455-2900 KLB ONE INCH DATUM DRAWING NO: CHECKED*.. AT FULL SCALE Planning/Building/Public Works Dept. 15900 SE EASTGATE WAY. SUITE 300 mia IF NOT ONE INCH App,��: SCALE ACCORDINGLY SHEET: NO. REVISION BY DATE APPR BJT BELLEVUE, WA 98008 9 OF: 46 AS -BUILT SITE CROSS SECTION O 11 I n W I I I I x N i O O O N H E: I. w O _ U _ ............... LL z................... m a ... LO LL o F- 7' TRAI L 0 z U �gN o mw3Q PROPOSED GRADE, AT: ;LINE EXISTING GRADE AT SECTION LINE 85 OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON H � of 35 RIGHT OF WAY J o ............................... ...o........................................ 1V :ROAD A EDGE . . . . OF PAVEMENT 8' PLANTER . . . . V SIDEWALK: . . . . . G '= 93.50�� ROAD X . . . . . . . . . . ..............:... .. .......................: FIG = 95.00 PROPOSED GRADE: AT SECTION .LIN.E.. .EXISTING.GRADE :AT SECTION LINE N N O O ................................. ......................................... of . . . . . . . . . . . . o . . . . . . . . . . . . z . . . . . . . . . 0 . . . . . . 3' BERM m . . . . .I'— . . . �. g .....................4...' ........:............ ............................. .10':TRAL Y . 2.5.'..: R'.W .. D E D I.CAT. l0 N :...:...:. . ;R R :1 LL 0 ................................................ w o. . . . . . . w. . . . . . . . . x w SIDEWALK o a CD c0 0-) Do Op U j C6 CDrn O (O CO 0) rn O (0 c0 0, rn O (0 (_0(O 0, � p Q0 4 Cn rn (V N CD rn Cn rn O CD O CD rn 0 00 l(7 O CD CID rnLq 17 O CD rn O r7N Cn (V NOp CD rn Cn Cn -0+40 0+00 SECTION X1 KA E•� HORIZ. 1 "=20' - VERT. 1 "=5' 0 z 0 m CL PROPOSED 6' HIGH MAX MODULAR BLOCK WALL. SEE :WALL DESIGN PREPARED BY TERRA ASSOCIATES -�;�; : 01� THIS ;SHEET. STONE TERRA' . . . . . . . . BLOCK SIZE: 4'X4'X2' . . ............... a FG = 98.00 PROPOSED GRADE ;AT; SECTION ;LINE EXISTING GRADE: AT. SECTION : LINE ---� 0)1 C14L. . . . o 43' RIGHT OF WAY. J in-- . :51. . . . . . . . q: ROAD: A 1 n' : I : in" LANE LANE : PRKG LO . . . . LO o . . . . . o J . J CO 0: J m 0 J w r- _j o Do . Do 0. . . . o 85 3+00 3+20 . . . . . . .� 0 CL g ..:................................... 2.5' R'W DEDICATION FENCE OR PEDESTRIAN 1" SETBACK RAIL AS REQUIRED PER BLOCK (TYP.) V COMPACTED NATIVE FILL It ABOVE DRAIN COLUMN STONETERRA® i i 111 II II II II II II II II II II II II II 12" BENCH- LJ 6 - COMPETENT NATIVE SOILS (MAX.) STONETERRAP MOVE BLOCKS FORWARD DURING 24" BLOCK INSTALLATION TO ENGAGE SHEAR KNOBS (TYP.) 11(MIN.) WIDE DRAIN ROCK 1/2" TO 2(MAX.) 1' .) 1 1/2" CLEAN CRUSHED ROCK 1 4" MINIMUM DIAMETER PVC COMPETENT NATIVE SOIL TO BE DRAIN PIPE SURROUNDED BY CLEAN DRAIN ROCK TAKEN TO VERIFIED BY GEOTECHNICAL APPROVED POINT OF DISCHARGE ENGINEER 4-INCH THICK 5/8" CRUSHED ROCK LEVELING PAD STONETERRA BLOCK GRAVITY WALL NOT TO SCALE NOTES: 1.) REFER TO CIVIL DRAWINGS FOR WALL ALIGNMENT AND ELEVATIONS 2.) STONETERRA BLOCK WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. Terra STONETERRA CUT WALL DETAIL ELLIOT FARMS Associates, Inc. RENTON, WASHINGTON Consultants In Geotechnlcal Engineering Gealagy and Prei No.T-6737-1 Date DEC 2020 Figure 1 Environmental Earth Sciences 1• � u?�7 ..............................................105 W . w. Q: a LL.. . . . . . . . . 0. w CD . 0.:............................................ 100 x w. Do M CD00 CA 00 CD O 00 rnrn 0) N ^ P 0) rnC � CD r CD O c0 0) rnC CO 0) rn O0 0) rnC Lo N CD N rn O LO rnti) N O O rnL rn((0 O Do � rrn7 O 04 NCCA CA 0+00 SECTION X2 HORIZ. 1 "=20' — VERT. 1 "=5' HY.P7 RzIfre7 SURVEY DATUM 1 RECORD DRAWINGS AS -BUILT HORIZONTAL DATUM: VERTICAL DATUM: 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86`32'23°E. 98.199 FEET(NAVD88). N0. REVISION 3+00 MTS 4/15/22 gJT SURVEYED: MTS 6/21/221 BJT DESIGNED: MTS DRAWN: KLB CHECKED: MTS BY DATE APPR APPROVED: BJT E•%� SCALE. VERTICAL- 1 a=20e HOR ONTAL NAD 1983/1991 CITY OF P"RI RENTON ONE INCH DATU M • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0-10, H O N U U (D N p >z Q O � Lid Q T o a O J U LU z O I— U H T ' ^ T z O O O U U' T 3. TA�k of W a mP�� o C Z r1423 NA L 06/21/22 V E 0 i U1 r. .r. (0 C LU C W N M < 05 N -0 C:a� O1 N t L0 C L0 a-7 N W V r Y R-41661 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/) T CV �O az Lm �O Ow DATE J U AS -BUILT SITE CROSS SECTION 6/21 /22 LU o0 T R I P O I N T E FlELDBDDK: PAGE:(425) 455-2900 DRAWING N0: 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 SHEEr:10 OF.46 U) 75 rr H I- O J Lu i i i i X 0 7- U mi a- 00 n N N CD N 00 N liQ.l � Z Lq Q) E: I. AS -BUILT COMPOSITE UTILITY PLAN OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON --P OM ED STREET LIGHT ER ILLUMINATION PLANS PREPARED B TENW TEL JBOX ""' --,.y_ E rO� - PROPOSED STREET LIGHT . 90...`` �y Tp pHAN'V/igR/ C PER ILLUMINATION PLANS TENW FpREtIZATION P All - PREPARED BY TENW P �i NlN AR pO PROPOSED WATER �7. EX 12" I W LITER g�,'� `� 2&Bm vul?K W l T WA POINT OF CONNECTION 1 9? ;: ` 9` _.. �,;`` . _ r 1V9) TO EXISTING 12" DI i �94 3 WIDE BERM PR VYAT �•••• ••• PROPOSED TYPE 2-48 POINT OF C IO�R`�v'`.... 12" D �.. TO EXISTING-12" �-_ _ ••.. M,r CATCH _BASIN (TYP) 25'X10' X 8 PVC S-S PROP,0D - .......... 24" SD N 0 25' 50' 100' SCALE: 1 "=50' PROPOSED SINE l \ �9�� \ [: ; � r� \ ` - _ � `� ' �; .. t » EX 24 SD \ \ 92. _ 9--_-C EX 12" �� - --_-- - __ - - I PROPOSED WATER �' `"':.' .:T ��' UW LIGHTING seta LO LEVEL EL � LIGHTING inl - I POINT OF CONNECTION �� � �� ��\ � SEE ENW T\�g64 A ..,. � ,�� ..:. _ �. s.... NW--��- EE TENW C�#2 ®............................. 0 EXISTING 12" DI 2 `� �� �. LA11S �-� yb� � `�--- 5���_ Pro_,_ ""...,,�� - _- CANS nt ACCESS &UTILITIES EASEMENT ..i \ .....�' ..... C ......Ic �.. ' NEW FN'� `\ -__--� \ J ccc�t -\ REC #20000201000940 =' m r •. ,� 1 .� _--� ti 2 " _ � _ 9 i - i i t 1i" ... ............. �. .... . CM POINT OF SEWER ', ; \\: X . �%5'' 1 cO 3 Icm C 'CONCRETE PATH �� _, -94 \ nit C � CONNECTION � ,. � � �O I �(TYP) % CB#27 PiOF POINT OF STORM � � � ,.I/� CONNECTION SPECIAL NOTES: 1. ALL SLOPE CALLOUTS SHOWN IN THIS PLAN SET ARE IN PERCENT (%) 2. ALL CATCH BASIN LIDS IN VERTICAL CURBS SHALL BE STANDARD VANED GRATES UNLESS SPECIFIED OTHERWISE IN CATCH BASIN DATA. 3. ALL CATCH BASIN OFF -SETS ARE TO CENTER OF GRATE (NOT CENTER OF STRUCTURE) 4. ALL SPOT ELEVATIONS LOCATED AT CURB RETURNS ARE FLOW LINE ELEVATIONS. 5. ALL STORM DRAINAGE PIPE SHOWN ON THESE PLANS AS "SD" SHALL BE LINED CORRUGATED POLYETHYLENE PIPE SMOOTH INTERIOR AS APPROVED BY THE CITY OF RENTON. 6. ALL EARTHWORK AND GRADING SHALL BE CONSTRUCTED IN ACCORDANCE WITH GEOTECHNICAL ENGINEERING RECOMMENDATIONS PREPARED BY TERRA ASSOCIATES, INC DATED 2/25/15, AND ANY SUBSEQUENT REPORTS AND FIELD DIRECTION FROM TERRA ASSOCIATES, INC. THE SPECIFIC GEOTECHNICAL INSPECTION WORK RECOMMENDED IN THESE REPORTS MUST BE DONE AND DESCRIBED IN SUBSEQUENT REPORTS TO THE SITE INSPECTOR. CONTRACTOR SHALL OBTAIN APPLICABLE REPORTS AND KEEP ON SITE WITH THE APPROVED PLANS. 7. ALL CLEANOUTS LOCATED IN DRIVEWAYS SHALL HAVE TRAFFIC RATED LID. 8. ALL CASTINGS ON THE STORM DRAINAGE SYSTEM SHALL BE LOCKING AND CAST OR DUCTILE IRON. LEGENDS PROPOSED: EXISTING: ASPHALT CATCH BASIN (CB) ❑ STORM MANHOLE (SDMH) CONCRETE SIDEWALK SANITARY SEWER MANHOLE (SSMH) WATER VALVE (WV) �0 �l STORM FIRE HYDRANT (FH) 101, WATER METER EEI SEWER WATER LINE ------------- SANITARY SEWER LINE WATER OVERHEAD POWER P(OH)- UNDERGROUND POWER P(UG) - UNDERGROUND TELEPHONE T EDGE OF ASPHALT SURVEY DATUM PROPOSED STREET 4 , .y t CB�k2H LIGHT PER ILLUMINATION f NEX PLANS PREPARED C I 6 I 6" SD 0 �94�`� ' \ Pro ` REMAIN FOR PARCEL I NEW F.H. TYP �� RE-ROUTE EX SERVICE TENW :° �• cv � , 9 �;:� ( ) � 4�,. � � o ` Pra,� _ �--, 222305-9118. R-14 44 (TYP) V II C98 I , \ Prwq Pro AS NEEDED ;,Y ,i EW F.H. 1 18 s M M, ro b IE=94.40 �� 1S R 5---------- rw,� . �a� � I NEW SSMH (TYP) I � ... � � � M P RC - IE=94.60 43 � � p P1 � b / I TI ��3- ` \M\ M EX 12" l 42 r ,:... 10 I , ,. 17 I 3' WID BERM ££ 8 W �zY 41 so I �� I Pic SS e- ss - ��� 40 6" ROOF AND �FO�TING ;1 ` " N '�' I I » \ DRAIN STUB AT 19 PROP SED LOT 39 C r I V` , 16 a 20 II PROPOSED 18 SD . o ;.,:'• DRAINS (TYP) � MIN. FOR LOTS 441�45 2 '"�'='." --- \ \ ' ONLY. S 38. \ PROPOSED STREET CONCRETE WALKIN N - PATH TYP n n''A'' TRACT B \ .. � •C,r..<�, .:4'-^v^.-�,. ... _. •1-/ I II Q; OF � IvIvCLR � IL.G ' \ LIGHT L A 15 / � IE=94.0 6 0 � � I F- LIJ U nI Iv VV5V20IVVVJ..' ( ) \ .:.. � . � cad c) :) c� W/6 X 8 RIP RAP - _ _ CO 75 LF 6 37 I " I C9 21 t t � _J c� NEW WATER SERVICE A �IOT LINING OUTFALL RIM=96.0 \ I SD III �� o PVC PERF. 8 La LIJ 2�2305 TAXL9 10 IE=94.4 (6) 0 0.50% �� I 13 1 0 --.---.-� Y� IRRIGATION I STREET 14 CB#D2 ' , ...........\ CO 6' 36 ....... c PROPOSED 10 ' \ 7 WIDE TRAIL BEHIND' rn METER LIGHT (TYP) I 1 �� �� �. ....... :.::��: LOTS 34-45 �.. 9 I 22zt �- _ PUBLIC DRAINAGE SE 35 �•' 1 - ss co I J'. I W SM H TYP .41 d, RIM=96.0 ;a CB�k15 I 23 II 34. na <. N�1N ANITAR SEWER �p 140 LF 6 PVC TRACT H � '•>;..• loll '.r : ;..: PERF. @ 0.50% CROSSES UNDER NEW 18 (•:::' �' STORM LINE: K\ ». ... - _ _ TOP OF SEWER= 87.4 . '. MAIL BOX CLUSTER PROP SED WATE w BOTTOM OF ST 90.3 INTERCEPTOR TRENCH IN METER TO EACH LOT (TYP cn B;� WATER SERVICE LINE I s. C 11 \ ©. CO a. � FOR LOTS 24 & 25 THE REAR OF LOTS E EA Z 34 40. SEE DETAIL ON '\ RIM=96.0 O 33 31 ..30 I 32 .29 28 \ V O SHEET 21 .� 1 25 24 00 8. 70 LF 6 PVC 00 Ir 0 Z R II N R 14:. :'\ WALL FOOTING DRAIN ®1.0% °).•. . Z Wjjj 1: CONNECTION 00 ��. _98___ WALL FOOTING DRAIN I \ CO I Inn n'A"Irn T) n /�T I flvn vrn vGv I Flnv I V / . I --I nC pin,,4'R pI n nr RC: / /-8 - .I vI IVIVL_L.h �_nvG . .•,1 ,I' `'I � .�\ � / / ` � � I I nI Iv 2005020110005,316 WALL FOOTING DRAIN . . �` �, r EW WATER SERVICE IPLINE OF EXISTING � , � I \ ,i �- �I � � TO TAX LOT L �� OF SITE TREE _- I i�.' I%' t- `��� 222305-9110 KING COUNTY R-6 ' LIMITS OF DISTURBANCE OF NEW 6" SIDE SEWER EXISTING OFF -SITE TREE APPROXIMATE LOCATION OF EXISTING SEPTIC DRAINFIELD FOR STUB TO SERVE TAX TAX LOT 222305-9118 LOT 222305-9110 REFER TO ARBORIST REPORT APPROXIMATE LOCATION OF FOR EXISTING OFF -SITE TREES APPROXIMATE LOCATION EXISTING SEPTIC TANK FOR TAX OF EXISTING WATER LOT 222305-9118 SERVICE FOR TAX LOT 222305-9118 R-416611 S-416601 WA.I 660I HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86`32'23°E. 98.199 FEET(NAVD88). 1 I RECORD DRAWINGS AS -BUILT 2 1 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022 NO. REVISION MTS 4/15/22 BJT suRvEYED: MTS 6 21 22 BJT DESIGNED: MTS DRAWN: KLB CHECKED: MTS BY DATE APPR APPROVED: JT B SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY HORIZONTAL- NAD isavi991 + CITY OF RENTON DATUM Planning/Building/Public Works Dept. �3. TALK �F WASiy� N U vJ N >z O O Q ' T 0 O J Lu z O U T U) z Q O O all", r1423 0-- STF:1 06/21 /22 O Vf _ .� O (0 if C Lu c N N M < 00 N m �aIN CN L\ L0 C O L0 4-7 f V N /c�v W U r a) Y �,t O WN 0) IN COMPLIANCE WITH CITY OF RENTON STANDARDS co AS -BUILT COMPOSITE UTILITY PLAN TRIPOINTE (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 T N �O az LLm �O Ow J U DATE 6/21/22 W m FIELDBOOK: PAGE: 11 ". 46 0 Q W U) rr a H 0 J Lu I I I I w X Y 0 V) 0 U IZ 0 N N N O N N 0 o, 3 i N c Q) Q) c 0) c- Q) r- U) n N i (D O 0 WA '169 I �I SITE PLAN KEY MAP ,G�„�, .�l 95 ........................ ................................................:................................. EX CATCH. BASIN . . . . . . . . . . . . . . . N 0 10' 20' 40' SCALE: 1 "=20'� �- /M LOW ... PT..STA. -' ..2+61,.:36 LOW. PT ELEV = 91.66 . . PVI STA : _ '2 +86:.36 PVI ELEV = 91.97: K =21.87 . . . . 50, VC : �Qc! S Pq co , 0 : .m: CV +m . . . . . . . :+rn cal r7 ......................................... CL .. .......... � � m > W AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A AND ALLEY 1 OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LOW LEVE 7--------------------------94------------------------EX --- LIGHTING SEE--------S ---------- -- - ��------------ HIGH PT STA = 4+27.32 HIGH PT ELEV = 95.55 PVI STA = 4+00.00 PVI ELEV = 95.94 K 22.09 ............ ..................... . 1 �00' VC . . o. . . . . . . orn . . . . . . o . . . . . . . +m . . . . . . :........ ....................................:...... Ld . . . . . . m EXISTING- GRADE AT m : CENTERLINE ROAD . . GRADE AT CENTERLINE ROAD 3.50% . y_� . . m. . . . . . U . . . . .�. . . . . . C Q. . . . . . . ... . . . . . . . . .� .............................. ........ •52 • LF 12" SD-5 .59. LR " SD :C� -0 ; Q . . . . . . . . . . . . . . . . . . . � �8�0 . . . . . . . . . 3.56 ;WATER/STORM ; ; ; ; ; . LF 12. Sb . WATER/STORM . . . . . . . . . CROSSING CROSSING: . . . . . . . CE#6 TYPE 1 RIM=90.47 : . . . . . . . . . . . . . . . It . _ . r. c z SS: Erg izne IE;=:87.77 (1:2".W): S EX. 8: S: . :� . IE = 87.77 (12" E) STA: 3+17.41I 9..25�, RT . . . . . . . . . . . . : CB#1 TYPE 1 : . . . . . . RIM : _ ��92.0 . 80........................:................................................:.............................. W/$DI.�D L: NG uD ......:.................. .......................IE ..=.. 88.66 - -(-12 : -'SE) ......... 75 STA - 2:+85.66, 6.90', RT : IE = 88.66 (12" W) RIM = 1-6f�92.83 t_X C8#� rtYP� 1 TO BE REMOVED). IE • _ -886`: (12" N) 82.75 • • • • • : W/STANDARD GRATE • • • IE ;_ 1858- 12" E) 89.75 ; : :STA. = 2+98.53, 7.80', �RT• . IE .= .88.46:(12" W) . :Rig = Q..) -;n W/ YANED GRATE : . . . StA._ 6',: a 8" SS . . . . IE _ } 39� (6" W) 91:94: . . . . CB#7 TYPE 1 CB#4. TYPE I2_ 86 (12" NE)89:82: CB#5 TYPE 2-48' W/.VANS GRATE ' :...:....:....:........ :W/VANED GATE . . W/VANED GRATE . STA..-:.5+18:36; RIM = 94.54 9.25'•,..LT. :STA. _ 3:+78.35, 9.17.', LT : . . ; ; STA.: = -4+-36.36,: 9.25'; LT ; IE _-09-6-1- (12" N) $9.75 RIM = 94.82 RIM = 95.34 • : IE _ -89fr1- (12" E) 89.75 CIE = 88.95 :(12" SE) : : . . . IE _; 89.21 (12": SE) . . IE _ -85frF (12" NW)89.7 IE 88.95 :(12" NW): ; ; IE _: 89.21 (12" SW) :IF = *9:-#r-(6"- NF)90.03 IE _ 89.21 (12": NW) 90 0) 85 TO ■x �D 80: LOW PT STA = 5+73.89 LOW PT ELEV = 94.31 PVI STA = 5+70.00 PVI ELEV = 94.20 :50' VC: 0 0 oro or- +4 orn Ln Ej Q II II ocan LLJ c�> ate. LOW PT STA = 50+65.00 LOW PT ELEV = 94.88 PVI STA = 50+65.00 PVI ELEV = 94.75 K =25.00 50' VC m U o oC � O o............................................. o :.+ +... �. ........................::100 . . . . .CDm. . . . . . . . . Co' . . . . . . a . . . . ,n . . . . . . . . . `n w . . . . . . u ; ; . .GRADE' AT U . v m CENTERLINE ROAD v w m 99% -1.00% .....�(pR - 512" : SD VATE) -W/-VANED. GRATE...:....:. STA: =' 5+18'.36; 9,25":2 LT RIM ; = ;94;54; IE _-89.6.1- (12" N) 89.75 IE =-8�.{r.1- (12". E) 8?.75 IE _ -09.6..1- (127. NW)89.75 N U . . . > . . . . w . . . . . . . . . . . . . . . ..:. 00 °: ........ ......................:: (n CV . . . . . . . . CD It z N O >_ ��:� > -------- O :.............:................................T........... � a . . . . . LO : EXISTING: GRADE AT 0 r . CENTERLINE ROAD. . . . . . , . ......... o a CBS$ TYPE :1 : (PRIVATE) .....W/ 'TANDARD GRATE ....................... ::85 0 J U STA.. _. 5Q+65.00, 0.00', . . . . . w RIM ;_ &.94.;78; ; ; ; ; ; ; IE = 91.00 (12" S) IE - 91.50 (6" W) . . . . . . . z IE=91.50 6"E 0 NLc; �Lf, �� o� o �; o 0)0 �0 �0) 0) 0) I� TRACT B PROFILE H: 1 "=20' V: 1 "=5' 5 . . . . . . ... . Z .® � L ..... ..... :.......... 35 .LF :12� ................U� 90 JD_ a :Wm m WATE Co . . . . . : . . . . . : *0 . . CROS. . . . . .19 LF. 12" SD 1.62% . . . .rn :....:....:....:....:.......:....:....::::::::. SS . W • • CB, TYPE : 1 WNMEb GRATE : I . . . . STA •= 5+69.14, . 9.25', • LT• ............................... CB#10" TYPE 1 80 RIM : s4:13 . . . IE = 90.20 (12". E). . . . MANED GATE IE _: 90.20 (12": S): ; STA.: = 5+69.15; 9.25', RT : IE _: 90.20 (12": W). 90.42 IE _ �90.5e (12" N) 90.92 IE _ 1.68 (6" :S) . IE = 88.61 (1 " W) N � c0 N o0 CD r7 p M r- � l!') PC)(a)- 0) � r7 l!') �"� I� M CD • 01 OR� Nnj N N N M CV 1'7 N L0 Ln V7 L(� 0 In Ln V v 4 r`> r`> N N O 0-) 0-) 0) 0 0 Cn 0) Cn G-) cr) d7 0) 0') 0) 0-) ( 0-) 0) C 0-) 0) 0) Cn 0) Cn O Cn O Cn d7 1+60 2+00 3+00 L L GRADE AT CENTERLINE ROAD 4+00 EXISTING GRADE AT CENTERLINE ROAD ROAD A PROFILE RESIDENTIAL ACCESS SURVEY DATUM 1 RECORD DRAWINGS AS -BUILT H: 1 "=20' V: 1 "=5' 25 MPH DESIGN SPEED HORIZONTAL DATUM: VERTICAL DATUM: 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86°32'23"E. 98.199 FEET(NAVD88). N0. REVISION MTS 4/ 15/22 BJT SURVEYED: MTS 6 21 22 BJT DIMICINIM. MTS DPAW KLB S BY DATE APPR eJT 75 Cn 5+00 6+00 PLAN: 1 "=20' CITY 0 F PROF: H 1 "=20' H0R1ZWAL HAD 19W/11991 1"=51 RENTON ONE INCN DATUM • AT FULL scME Planning/Building/Public Works Dept. IF NOT ONE NCH SCALE ACCORDINGLY NOTES: 80 U °' T T 51+00 Z p GRADE AT CENTERLINE ROAD 0 O EXISTING GRADE AT CENTERLINE ROAD ULO 1. ALL CATCH BASIN OFF -SETS ARE TO CENTER OF GRATE (NOT CENTER OF STRUCTURE). 2. ALL STORM DRAINAGE PIPE SHOWN ON THESE PLANS AS "SD" SHALL BE LINED CORRUGATED HIGH DENSITY POLYETHYLENE PIPE SMOOTH INTERIOR UNLESS NOTED OTHERWISE ON THE PLANS. 3. NO PARKING FIRE LANE SIGNS SHALL BE INSTALLED ALONG ROAD A. T 1:1_:TA�k�F W A Sys G' 423 �SIo ss/DNA L 06/21/22 O M = 4) L :3 t . _ 0 of C W fV rM a 00 N m •- �Q� �i L\ j i L0 a-,' f V /m W 0 V � a) Y c`n�1 r R-416612 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w CV cc0 az L M 0 Ow DATE J U AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE 6/21 /22 W pp T R I P O I N T E FlELOB001C (425) 455-2900 P"M ORMYING NO: 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 SHEEr=12 OR 7' CONCRETE WALKING TRAIL AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A r■ ' 5 94.00 OF LOW LEVEL ��r I W L TENW PLANSELLIOTTSE A. �� FARMS 0 O c CBN TRA1 Q0 W , ° ALLEY 2 A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. co iii CO I � � a CITY OF RENTON, KING COUNTY, WASHINGTON 8h 1-~ Q W 1 2 tF q � ?' 8ry STA: 10+00 14 ■ �. \ _ `' INE SEE SHE, _ , _ , U ■ / �, \ \ JI MATCHLAc:�A . 7 Q�/ 4 \ \ \ m CONCRETE GUTTER ALONG06 �o�\ 1 22 --� � 'Qi� \ cn ^ PARKING TO BE REVERSED°aa ■ \ �- ��` m \ , SLOPE TO ROADWAY. 14 �� 1 ' CO s ° \ Q� `\ 1 94.80 STREET LIGHT 38 0 �p ,�O a. it 0 SANITARY SEWER 7' CONCRETE (NP)/��9500STUB (TYP) WALKING TRAIL / c- �H'fflRANT a I 23 96.00 .o` LOW LEVEL LIGHTING SEE 96 13 � 00 TENW PLANS I �?� _ OQ'^"� t° / V _ ry e �^ 3 / a 9 95.00 G �9?. \ ° ° FINISHED GRADE 0 ' ° PAVEMENL I STALLS ° e a ° \ a ° r \ CONTOURS \� `��O ae_WALE ° e I I C L Q 36 / \ 96.00 / ° \ \ W �_ G ° O BEARING PAD ELEV \ \-,\C J J (TYP) LOT a \ .9� � Cp \\ � � 96� � '�- � w (TYP) 35 �g- D _ 96.00 p \ ,1 � °000,o \ CURB � - � � CO \E' 9�'' \E� ga•O 26 97.0027 co 97.00 34 6 PVC ROOF & FOOTING \> 96.00 ��� 9up \ \ DRAIN ® 1.0% MIN. C CO FINISHED GRADE \ ��� 1 6" PVC ROOF &FOOTING _ _ - CONTOURS DRAIN @ 1.0% MIN.-`..rj: CO 6 PVC CO �F�94 16 MAILBOX LOCATION SEE V,y� S ��EXISTINGDETAIL ON SHEET 22 CURB RAMPS, g73 973 / F 93 31 30 98.00 �e�-, CONTOURS SEE SHEET 19. E 92 97.50 97.50 6" PVC ROOF & FOOTING WATER METER DRIVEWAY CUT FOR DRIVEWAY CUT FOR DRAIN 0 1.0% MIN. (TYP) LOTS 30-31 PER LOTS 28-29 PER DRIVEWAY CUT FOR LOTS 32-33 PER DETAIL ON SHEET 23 DETAIL ON SHEET 23 DETAIL ON SHEET 23 LOW PT STA = 7+41.18 HIGH PT STA = 8+92.43 LOW PT ELEV = 95.48 HIGH PT ELEV = 97.77 PVI STA = 7+66.18 PVI STA = 8+98.49 PVI ELEV = 95.67 PVI ELEV = 98.33 K =39.62 K = 21.84 M 1 r 1 GRADE AT ■ 1 CENTERLINE .ROAD . 95 ...:....:.................:....:....:....:....:..: W W W : . 52 LF 12" SID ' 90 �L�I//"��I :.....:....:....:...:....:.............: Zi 850 ...............Ss:... U ■ . . . . . . . . 1 80 . . . . . . . . . . CB#11 TYPE 1 . . . . . W/VANED GRATE RTSTA.:_ -6+03.90, : 9.25',: LT . RIM = 94.27 . . . . . IE; _; 90..60 (12" ;SE) ; ; ; 75 N Lq Q) M I. W/VANED GRATE STA i = -6+52 28 q25' RT .............................................. IE _ 91..50 (12"; NE) IE 92.88 (6" SW) 92.07 -19 L:F 12" SD CAD 1.62% 2.01X CB*12. TYPE 1.. . . . . W/Vi4NED� GRATE............ STA.: _ ' 6+52.27, - 9.25',. LT RIM 94.63 • • • . • IE _ 91..28- (12 SE)91..11; IE 91.29 (12" • SW)91.11• 50' VC WATER%STORM ;CROSSING .............. ............ ................................. .. ... .. (MM TYPE 1 W/VANED GRATE . STA. .= 7+51.75, . 9.25 . . •. ". . IE.=91.95. (1.2" :NW) . 0.88 •19LF1.2rr SD®4.98% CB15 TYPE 1 ............................ . . . W/VANED :GRATE STA. = 7+51.31, -9.25% - RT- RIM = 95.38 IE; = '92.'15(12" NE)9206 : 2.0 % a . oo. o �. Q +. a) p 0. Ld. x > Lj z IE' =' 90.60: (1:2" :W). . . . . . . . . ��. . . . IE _: .29- (12 - NW)91.11. . . . . . . . . . . . : : . it _ --r+'�,- . . . (b: �w) z.oti . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N �0 n �� N �Do ^ O N O t cl4 17 rn^ co ^ Lo co co 0)Ih Lo N L0 n r7 LO rnLO n -r- n 0 LO ^ r- CA �N LO CD L Q0 � N Mom, N �0 - �C O O CD LO Ln O Ln CD O lf% O to O O ^ O� �� ^ CO �M r\ � �0 � 0 CO O 0) 0)0, CID O 0) �C 0 �C �C" �� �� �0 �� .w 7+00 8+00 9+00 10++ P9/1 A PY A Mr'be%r11 r /'DAnr AT !`CAITCDI IAIC DAAn nvrw r► i nvi i�� RESIDENTIAL ACCESS L EXISTING GRADE AT CENTERLINE ROAD H: 1 "=20' V: 1 "=5' 25 MPH DESIGN SPEED SURVEY DATUM HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86`32'23°E. 98.199 FEET(NAVD88). 1 I RECORD DRAWINGS AS -BUILT 2 1 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022 NO. REVISION MTS 4/ 15/22 BJT suR "m' MTS 6 21 22 BJT oEsmMTS DRAWN. KLB MECKM. BY DATE APPR I BJT APPROY . 75 :V n 7) cl N 0 10' 20' 40' SCALE: 1 "=20' PLAN: 1 "=20' VER„CAL: AD , CITY 0 F PROF: H 1 "=20' HORIZo"'AL NAD 1983 1991 V 1"=5' RENTON ONE INCH DATU M AT FULL scaE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY WA,169 N U SITE PLAN KEY MAP 1 "=200' NOTES: 1. ALL CATCH BASIN OFF -SETS ARE TO CENTER OF GRATE (NOT CENTER OF STRUCTURE). 2. ALL STORM DRAINAGE PIPE SHOWN ON THESE PLANS AS "SD" SHALL BE LINED CORRUGATED HIGH DENSITY POLYETHYLENE PIPE SMOOTH INTERIOR UNLESS NOTED OTHERWISE ON THE PLANS. 3. NO PARKING FIRE LANE SIGNS SHALL BE INSTALLED ALONG ROAD A. all", �3. TALK �F AA q / Cry Z r1423 ss/DNA L �\06/21/22 V C O v Vf _ _c om Z C Lu c � N M ad�1N m73 : L\ LO O fN N /c�v W U r a) Y �,t O-_ W R-416613 0) IN COMPLIANCE WITH CITY OF RENTON STANDARDS w CV �0 Qz LL M O Ow DATE J U AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE 6/21 /22 W M TR I POI NTE RMDB°°" (425) 455-2900 ORW RMNINfi No: 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 sHmr'13 °F`46 AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A AND ALLEY 3 0 nI I� W N i 0 0 CD N Lq Q) m i. wq'169 � l 1N i I L.•. .� SITE PLAN KEY MAP .' WATER METER (TYP) I 14 M ■ 94.E rr W •� \ w• V) r= o v/ N w i J uj 0) o� w■ 2. 0- CQ 0 - 6" PVC ROOF & FOOTING DRAIN 0 1.0% MIN. ID ■ . . . : . . . . . . : . 1 GRADE AT 100 �...................:...:.... CENTERLINE 'ROAD.......:................. ■ . ■ EXISTING GRADE AT Cr) :CENTERLINE ROAD ■=2.57%: �..... ............. ..:..... .......................................... w . ... ! . . . . ca } w 4P. 90■...................:............................ w 13 79X : 1:9 LF :12': SD 0 13.93 _ CB#18 ' TYPE 1 . . 85 ! . . WN-ANED- GRATE STA.. =. 10+05.10, 9.25', :RT ! RIM := :9541 IE = 90.57 (12" W) IE 90.51 (:12". S) 80 IE. _ 91.6=7 �-C- E)-91-21....... • COM :TYPE:1 ■ WNANEQ GRATE . . . STA. - -1O�04.31-, 9.25', LT ■ : RIM = 95.43 . . . . . IE = �J3-+5r 12" E 93.04 75 O O 0 0 Q') + o V U m Ld m , �z 0 10' 20' 40' SCALE: 1 "=20' LOW PT STA = 1 1 +61.97 LOW PT ELEV = 92.49 PVI STA = 1 1 +40.00 PVI ELEV = 92.13 K =28.03 100, VC IE = 89.79 (12" NW) 00 co I-N co� co� �C�L) LOUD �� �� �� O In O CSC U7 O* 0) CSC O-* O I'M CD Cn rrj CV N N 6 C4 N M C) C) C) CA C) C) m C) 10+00 10+60 11+00 GRADE AT CENTERLINE ROAD ROAD A PROFILE RESIDENTIAL ACCESS EXISTING GRADE AT CENTERLINE ROAD H: 1 "=20' V: 1 "=5' 25 MPH DESIGN SPEED HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86`32'23"E. 98.199 FEET(NAVD88). OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON EX� EX 10' 0) PS 1 I E ESMT (O Q r 3 0 it 12 DI' EX GAS AND PHON X PHONE t AND POWER N �z dw 0 � 7 NOTES: 1. ALL CATCH BASIN OFF -SETS ARE TO CENTER OF GRATE (NOT CENTER OF STRUCTURE). 2. ALL STORM DRAINAGE PIPE SHOWN ON THESE PLANS AS "SD" SHALL BE LINED CORRUGATED HIGH DENSITY POLYETHYLENE PIPE SMOOTH INTERIOR UNLESS NOTED OTHERWISE ON THE PLANS. 3. NO PARKING FIRE LANE SIGNS SHALL BE INSTALLED ALONG ROAD A. EXISTING 6' PVC CONTOURS �"200 0 27 97.00 REFER TO BEARING PAD ELEV CHANNELIZATION PLANS (n,P) PREPARED BY TENW 105 n. O Z LLI .5rn . 2S + C l +N . Z N Cr) Q. w o . a w �I .................................:.....m. �,....� ... J.II. �............:100 0 . � Wa- 20 0.76%: X LF 12" DI 0 . . . . . . ...... 95 14 LF 12" 1 . . DI ®: 1: % 2.00% 4 /.. . EX: GAS LINF . . fJCI .. : �7V I . EX: PHONE AND POWER L-rCB23 TYPE 1: ................... ............................ TE 85 WNANED GRATE' : STA.: _: 100+23.23,: 49.73', LT RIM := 9241 STA : IE 89.54 (:12". S) RIM :_ 92.38 : IF 85.54 (:12" W) IE = 89.89 (12" S) CB#22 TYPE 1 IE 89.89 (12". N) .................................... -. .:.._..89:89��(�g,,..�..:....:....:...: � W/�IANED�GRATE....:....:....:....: ... IE.. CB 21 TYPE 1 - STA: _ 11 +73.59, '16,04% LT RIM: = .92:18. . . . . . . . . . . WNANED:GRATE . IE s9.s2 (12" sE) STA = 1-1 +63.97, : 12.98', RT „ RIM = 92.23 IE = 89.62 (12" N . . . . 30 0.50 . . . . IE = 89:79 12 S 75 12+00 12+20 1 I RECORD DRAWINGS AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022 NO. REVISION 0 0 O o� + co om N I I LL.I a u > � U O c~i>w w c� a- a a 100 ..........................o .................... . -2.00% 4.31%. .00 95 :...:....:............GRAD.E.. AT ..........: . CENTERLINE ROAD EXISTING GRADE AT CENTERLINE ROAD EX WATER SERVICE LINE FOR PARCEL NO 2223056118. REMOVE OR ABANDON IN PLACE. DEVELOPER SHALL MAINTAIN WATER SERVICE TO NEIGHBORING PARCEL THROUGHOUT CONSTRUCTION 3' WIDE: X .6". HIGH ASPHALT: THICKENED EDGE rvu rcvur ac r w l mu DRAIN 0 1.0% MIN. w c� 0 w 0 w z w `1 U Z 00 Lq 00 Ld J N II W II > N. o �........yr...... ........ . b w�� z: . . . . o . g: . wq -169 I �I SITE PLAN KEY MAP . . . . . . . . _ 80 LF 12" SD 0 -T J. 90: ....:...T..:....:....: ........................... (PRIV.......... . . . 90 ATE) .. ,4PPf2OX LOC;4TION . . . . . . . . . OF EX WATER . . . SERVICE: LINE WATER SERVICE LINE (PRIVATE) . . . . . .24 0.429 (PRIVATE) TYPE 1 �§ LF 18" SD 0 $% 4CM7..T%PE..2-489......................................................................:.. /STANDARD GRATE ....................: w STA; = 20+33.76, -4.1�8 , � RT STA . . . r 21 . M- D1' TYPE 2-4$ RIM: _ : 1-97':07: RIM 94.23 : W�80LID LOCKING L. . IE - 90.97 (12" E) IE _ �1-:38, (12" �W)91.36 . . . STA. - 2+63.09, - 0.00%. IE 90.97 (12" N) IE: = �39� (6." 9) 9.1.3.6 . . RIM 93.479.1.36 IE = 92.53 (6":S): : IE. = 6'' N 91.36 . . . IE' =' 89.98- (1'8" -E)89.95 .TrJT .� » IE _ 89.9 (18 N)89.95 IE _ (6" S) 91.05 �� CND cq00j 6�CID M SOD _ O ALLEY 3 PROFILE H: 1 "=20' V: 1 "=5' MTS 4/15/22 BJT suwEYED: MTS 6 21 22 BJT oEs�N MTS WANM. KLB CHECKED. BY DATE APPR APPROV .BJT 21+00 GRADE AT CENTERLINE ROAD EXISTING GRADE AT CENTERLINE ROAD FiCZ-111] WATER LINE EX GRA EL ROAD 26 LF 18"4 D 1 I 1 I I I I \R\ in � SD IE 89.98 3' WIDE X 6" HIGH ASPHALT THICKENED EDGE PLAN: 1 "=20' vErmGu: NAw ,� - CITY 0 F PROF: H 1 "=20' HORRONrAL NAD''�' V1"=51 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY N 0 10' 20' 40' SCALE: 1 "=20' O N U (D N >z p O Q ' T 0 0 a O J 0 Lij I..L z O I- 0 T z Q O O �3. TALK �F WAS�y� r1423 ss/UNA L 06/21/22 V C 0v .� O m C � � C Lu N M Q 00 N 1QQq d1 N t 0) U-) C Ln a-+' N N /m W rO, V r Y R-416614� 0) IN COMPLIANCE WITH CITY OF RENTON STANDARDS w T C\l O Qz LL m 0 Ow DATE: J U AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE 6/21 /22 Lu M T R I P O I N T E FIELDB001C (425) 455-2900 P"`�` DRANANO NO: 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 sHmr=14 0`46 AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - ALLEY 2 0 0 W I~ C) G rr F_ 0 I LLI N i O O O N Lq Q) m i. INA- SITE PLAN KEY MAP S 1 =200 N 0 10' 20' 40' SCALE: 1 "=20' 5' SIDEWALK 00 / WA ER METERS REQUIRE i' T AFFIC BEARING LIDS N LOCATED WITHIN A P F / 20' I. DRIVEWAY (TYP) 94.00 AN / /41-9 o� TRACT y4 TRACT C 6" PVC ROOF & FOOTING DRAIN 0 1.0% MIN. 6 94.00 _ W W 8" W ALL ' 2 00 _gg____ FINISHED GRADE WATER METER / CONTOURS (TYP) n 11 10 / gg2 94.50 94.50 13 / 96.00 r � EXISTING LOT LINE e li I 1 (TYP) CONTOURS + Iri U O II Q II Qw Q . . . . . 85' 7� `A g1 ....................................................................................................... . GRADE AT CENTERLINE ROAD . . . . . . . . WNANED GRATE STA: = 7+51'.75, 9'.25', LT RIM• = •95:39• • • IE = 91.9,5 (12" SW) IE - 91.9:5 (12" NW) OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON / 1 I TRACT A EX 8" SS I EX 12"W1 94.00 1 I 1 I I l 1 1/* /F\ EX SSMH 8nS l EX 15'I l l l / I / I CB#2 12 I / I I SQ ° I ' 1 I 9 8 I a'. IC 6/ 1 93.50 93.50 1 SANITARY SEWER STUB (TYP) ........................................................................................................................... . . . . . . . . . r. . c� . . . . . . . . . . . . . . . . . . O . 00 . . + CV N-j O) . . . II. . . II. . . . . . . . . . :...................................................�Q. >. . . . . . . w. . . . . . :....................... 100 . . . . . . . . . cf) . . . . . . . > . . . . LANDSCAPE BERM (PRIVATE) ................................................ .... ..... 24...LF �............................. : . . . . 12" SD ti . . . . _ . . . . . . . ................. ......... . ..................... ...\ ....... 90 . . . . . . . . : I: 0.877 CB#28 TYPE 1 (PRIVATE) : ................. Olt................... W/STANDARD GRATE L�l 26 LF ' 12" SD ®&89-% PRIVATE) 85 Ex 12" w STA = 32+00.00, 0.00'; RIM 9.3.8•9 . . . EX SSMH CB#26 TYPE 2-48' IE' = '89'76' (12" N) : . W/ SOLID LOCKING LID IE = -89:�7. (6" SW� PRIVATE C;B#7 TYPE 1 -(PRIVATE) . . . STA.: = :101+90.55, 49.73', LT ........................... W/STANDARD GRATE ........ RrM _ IE =• -8§-e (18" E) 89.08 . STA = 1 ,02+01.17, 73.23', LT IE _; 89.29 (12" SW) RIM = 9.1.65 IE _ -89-84 (18" W)89.09 . . . . . IE : _ :89.52 (12" NE). . . . . 75 00 OR 00 N CS) ^ I(j N CS) � o� In CT N c� LO CA CSC a In � C7� pip CA M � 00 O 'm Cis M 00 O m CT C14 4 CD m 0) 00 00 � O M "I m 30+00 TRACT C PROFILE STA: 30+00 TO 32+20 H: 1 "=20' V: 1 "=5' M+00 GRADE AT CENTERLINE ROAD EXISTING GRADE AT CENTERLINE ROAD SURVEY DATUM HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86`32'23°E. 98.199 FEET(NAVD88). 32+00 32+60 1 I RECORD DRAWINGS AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022 NO. REVISION MTS 4/15/22 BJT SURVEYED. MTS 6 21 22 BJT oEM MTS WAINN. KLB CHECKED. TS BY DATE APPR APPROV . BJT CO#1 RIM = 94.6892.01 IE = 89.60 (6") CO#2 RIM = 94.6892.96 IE = 89.92 (6") CO#3 RIM = 95-69-94.59 IE = 90.26 (6") CO#4 RIM = 95.88 94.64 IE = 90.6 (6") CO#5 RIM = 96.66 95.01 IE = 90 9 (6") 1. ALL CATCH BASIN OFF -SETS ARE TO CENTER OF GRATE (NOT CENTER OF STRUCTURE). 2. ALL STORM DRAINAGE PIPE SHOWN ON THESE PLANS AS "SD" SHALL BE LINED CORRUGATED HIGH DENSITY POLYETHYLENE PIPE SMOOTH INTERIOR UNLESS NOTED OTHERWISE ON THE PLANS. 3. NO PARKING FIRE LANE SIGNS SHALL BE INSTALLED ALONG ROAD A. 1 WA-169 I I � 1 �•�-�•�•:•�•:-�< 0 10 20 40 SITE PLAN KEY MAP S SCALE: 1 "=20' 1 =200 CO#6 RIM = 96.6896.56 LOW LEVEL IE = 91.45 (6") LIGHTING SEE EX 12" W TENW PLANS 160 LF PVC ROOF & FOOTING DRAIN ® 1.0% MIN. I FINISHED GRADE j p I I� CONTOURS �I 11 10 / n 96�0 921 96 00 �p 94.50 94.50 0, g� 0 93.50 100, 12" / z.. EX 8" SS 6 0 PARK EX SSMH Lf)I I 1 / BENCH � ° � uj (n I I I y EX 15' i i I I I 14 1 \� 17 18 ° i I 1 94.80 94.80 94.80 1 92.50 92.50 LOT LINE C EXISTING 6 PVC ROOF &FOOTING 7 WIDE CONCRETE CONTOURS DRAIN ® 1.0% MIN. (TYP) WALKING PATH BEARING PAD ELEV OVERHEAD (TYP)POWER sQ"F- PLAN: 1 "=20' vERnCAL NAw tee PROF: H 1 "=20' HomzoNrAL• ""°'+�es'»e' V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. �3. TALK �F WASiy/ N U (D N >Z 0 O Q ' T O J ui li z O U T U) Z Q O o Cry Z ,p r1423 p �� Fld/STF��` ss/DNA L 06/21/22 O O t� Vf _ .� (0 C � � C LLI � N M a 000 N m d1 N 110 0) tn U-) Z..0 Ln +S N N /m W r0 V N r Y R-4166151 0) IN COMPLIANCE WITH CITY OF RENTON STANDARDS w T CV oC 0 az Lm �0 0 ui DATE: J U AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE 6/21 /22 W pp T R I P O I N T E FIELDB001C PAM (425) 455-2900 ORMI DRAWING N0: 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008=15 OF46 0 Q Ld U) H 0 J Lu N i O O O N Lq Q) a:i. EX TYPE 1 CB RIM = 93.15 IE EX= 89.95 (18" CONC E) / IE EX= 89.95 (18" CONC W) J I IE EX= 90.00 (18" ADS SE) j IE NEW = 89.95 (18" W) ----_ w a I EX PHONE LINE -'-- _ j EX 18" SD _ -- ' --- 7 LF 18" DI _ - --------- -- 0 0.30% PLAT BOUNDARY m 18" CMP I E= 89.50 (18" NW) r 16 L 18" �I a9.29%/ ® 2.22% l EX 12" W / I i l l CB�4 I / I/ / / �/ EX OVERHEAD / o / POWER EX C�4A / // CONNECTION TO EX STORM SCALE 1 "=5' 105:..........................................................................105 r o Z N: . 0 m 6: . M: :.......................: 100................N N + ' ....................... a:. 100 c) LOT.22.PAD 10, . . . EL=96.00 11.12' 95:............................................:....EX SDE ...............:95 GRADE AT X3 CROSS SECTION GRAVEL ROAD. • EXISTING GRADE AT X3 CROSS SECTION --- J0:.............:...........:........ .................:....:....:.... NEW WATER :90 EX WATER SERVICE TO SERVICE TO PARCEL PARCEL N0. 2223056118 TO NO: 2223056118 BE REMOVED OR ABANDONED NEW 18" DI IE=89.84 . 85........................:...............................................: 85 Ln u r N CV CA CA 0+00 0+60 GRADE AT X3 CROSS SECTION EXISTING GRADE AT X3 CROSS SECTION X3 CROSS SECTION H: 1 "=20' V: 1 "=5' SURVEY DATUM AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT D EX 18" CULVERT \ 0 Q I 3 Q I OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON APPROXIMATE LOCATION EX WATER SERVICE LINE FOR PARCEL NO 2223056118. CONTRACTOR TO POTHOLE AND DETERMINE EXACT LOCATION. MAINTAIN WATER SERVICE TO NEIGHBORING X3 PARCEL THROUGHOUT CONSTRUCTION 16 18" DI CULVERT EX GRAVEL IE=90.05 a DRIVEWAY I WA,rs9 SITE PLAN KEY MAP ,= Z - 0 10' 20' 40' SCALE: 1 "=20' NOTES: 1. ALL CATCH BASIN OFF -SETS ARE TO CENTER OF GRATE (NOT CENTER OF STRUCTURE). 2. ALL STORM DRAINAGE PIPE SHOWN ON THESE PLANS AS "SD" SHALL BE LINED CORRUGATED HIGH DENSITY POLYETHYLENE PIPE SMOOTH INTERIOR UNLESS NOTED OTHERWISE ON THE PLANS. 3. NO PARKING FIRE LANE SIGNS SHALL BE INSTALLED ALONG ROAD A. N WATER SERVICE --_ LINE ------------- ------------------------------- ------------ ------------- ---.- -- --- I -- -- o ----.. 18". DI IE=89.95 6". SIDE SEWER 1 �\ EXISTING GRAVEL ROADWAY cn.. 8" W �� ------ - -- --- - - - - - - - - - - - - - - - -�--- �-'----------N01' � --- - - - - - - --- - ---- - ---- _ I a�9? " a I ------ _ate- 94------- - - - - - - - -~ - - - - - E ---- --- _ - - - 94.01 ��� L �. I ------------I I - - - - - - - - - - - - - - ----- 96 ----- CO 1 i CO \�1 IE=9�116"rW, ) f I zZt W I W W W W V� W W W W W DWI W W W W 1 - r,- 1 24 WALL FOOTING { : I Lp 0 0 �- / I DRAIN CONNECTI N { EXISTING 1 21 oo 95.00 {. 1 h' / g i CONTOURS 10' PSDE k 1 / \ q� %� S X3 �) I l /- / I 16 1 i 0 ly / o1 / 1 I c .4 1 T 19 20 21 22 923 i �, ) 94.00 94.00 96.00 96.00 1 d I I I > / � SSEi I N • LOT LINE FINISHED GRADE 1 N I 25 I I \ (TYP) CONTOURS I 95.00 ' LE 1 / p P I I I U- rn APPROXIMATE LOCATION OF ALLEY 3 EXISTING SEPTIC DRAINFIELD FOR SEE SHEET 14 1 T,A/LOT 222305-9118 .......................... .................................................. .................................................. .................................................. .................................................. .................................................. .................................................. .................................................. ..................................................................................................... :105 ....:....:.. EX.. A W .: 50:.... 16- LF 18" DI 80 GRADE AT' STORM ALIGNMENT. 162 LF 18" DI ® 6.28%s ..... W/STANDARD.GRATE:......... :STA. = 0+38.32, 0.00', :RIM=93�8. 93.01 :IE :_-8J9.53-.(18" S)89.48 :IE = 89.93 :(18" E) EX CONC :IE = -8�9.53 .(18" W)89.48 W/8TANDARD GRATE STA = 2+00.00, 0.00', RIM = 92 +092.45 IE: = :89:85: (18" S) IE: _ :89,85: (18" N) : ; W%80UD LOCKING UD STA = 2+63.09, 0.00', RIM 93.47 9.3359 IE = 89-98 :(18" E)89.95 IE _ �8r:(18" N) 89.95 IE :_ 90.98&:(67 S) 9:1.05 EXISTING: GRADE AT STORM ALIGNMENT STA.: = 2-17 . _ . , _. _ _', EF 2+75.58, 3.03' LT RIM = 93.26 92.92 • . • • • • • • IE _: 91.08 (6" $) : : IE 91.08 (6" N) . . . . �.I......................................................................... 90 85 STA: 3f45.23; - , 1..60; LT RIM . _ 8-.94.01 • IE 91.81 (6" :W) : IE = 9.1.81 (:6" :N) 80 m 0) co rM N N 0)0 U7 0)coN N 00 r7 N N N Iq p r7 00 N CR O m I_ M Ln r N- . r M Ln q c0 rn p . W) M n n n n r7 V) n CV Cy CV O CV O C'4 O N O Cy O cy O V) N 4 N't 6� CA 0) 0) 0) CA 0) CA 0) 0) 6) 0) m M Cn m 0) � cn W m 00 0) 0) 0) m 0+00 1+00 2+00 GRADE AT STORM ALIGNMENT EXISTING GRADE AT STORM ALIGNEMENT TRACT D STORM PROFILE H: 1 "=20' V: 1 "=5' HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86`32'23°E. 98.199 FEET(NAVD88). 1 I RECORD DRAWINGS AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022 NO. REVISION MTS 4/ 15/22 BJT SURVEYED: MTS 6 21 22 BJT ' MTS WAS': KLB CHECKM. mia BY DATE APPR APPROV k.BJT SCALE: PLAN: 1 "=20' Vey_ NAw 1M PROF: H 1 "=20' HoFaoNrAL• ""°'+�es'»e' V1 "=5' ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. O N U PPROXIMATE LOCATION OF O XISTING SEPTIC TANK FOR TAX O OT 222305-9118 < �'.� Q T 0 O J Lu z O U T z o O O U ' T 3. TALk 0 F WA S h r1423 zF S 10, � ss/DNA L 06/21/22 O Vf _ .� O (0 C � m C W c � N M a000N 7) N O1 j1.0 N LO Ln m C 000 L0 a-7 N N m U r Y 4+00 R-416616 0) IN COMPLIANCE WITH CITY OF RENTON STANDARDS T N �0 az Lm �0 0 ui DATE: J U AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE 6/21 /22 LLI M T R I P O I N T E FIELDB001C (425) 455-2900 P"M DRAWING NO, 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 =16 0`46 AS -BUILT WA-169 FRONTAGE IMPROVEMENT PLAN I 0 11 I 0 �.1uj 1� C) G rr Q LL 0 1 LLJ N N 0 N N E 0 ro i In N i 0 0 0 N Lq Q) m i. 45' 0) 39' t TO FACE OF CURB 28't TO FOGLINE SAWCUT EX PAVEMENT EX PAVEMENT 0.90' COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1 /2" PG 5811-22) 0.35' COMPACTED DEPTH CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS PER WSDOT STD. SPEC 5-04.3(4)C PAVEMENT WIDENING WIDTH REQUIRES A MINIMUM OF 40" FOR COMPACTION. RIGHT TURN LANE CROSS SECTION A „ 11' 5' WALK 2.5' R/W DEDICATION 0.5' ",- NEW CONC. CURB & GUTTER PER C.O.R. STD. PLAN 101 (BOTH SIDES) EX PHONE AND GAS LINE OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 1 =5 I� J� M W M Y 0 SAWCUT EX PAVEMENT 11-FEET a I FROM NEW FACE OF CURB AND 9 Z c6 REMOVE EX ASPHALT TO EDGE OF o6 'w EX EDGE OF + PAVEMENT. NEW SHOULDER PER + PAVEMENT o o PAVEMENT SECTION ON SHEET 18. o o � � CHANNELIZATION MARKINGS z z STA: 99+39.84 ' cn w N w OFF: 41.00'LTT ' - - - - - - - - - - - - - - - WA-169 - - - - - o - - LOCATION OF o- LUMINAIRE POLE AND 00 T o _ BASE (TYP) 100' CURB TAPER 60' RT. TURN POCKET W EX UNDERGROUND EX CHANNELIZATION EX CABLE MARKER 1 EX FOGLINE PHONE AND POWER MARKINGS (TO REMAIN) O O _ _ = U� 1 - - END FOG LINE _ - BEGIN FOG LINE - - - - PAVEMENT n Y - _ - STREET LIGHT. SEE EX GAS LINE EX DRAINAGE DITCH ■ �, ILLUMINATION PLANS (TO BE REMOVED) + W 91.98 --- MARKINGS a PREPARED BY TENW O W F P UG T 'j TP UG, - P(UC� T P G� T-P(lTG) T �NG� - - J) w )� _ - - - P(U _ - - _ P(UG) _ T P(UG) TfYEL�F�i. ^ter TP(UG) -T- �■■• co 92.20 92.30 C� 4 92.40 �' 92.70 HIP 35'R o Z - - - - - �. a - ..4 N7539 51 "W 91.70 ° 4 ° 92.45 d ° o . o 4 J n F - a >� C #23 o� L� Cp -------- -- - i` 2FTF� ��IIIDE�ERIu�- --�_ -------- - 99 P(> P(G 4 1 Q p(pH) =94--- P( V) ) - w P (OH) V' - - - --- ------ Q--- o - TRAC T A ° .� �. _- o n 4----- ---- 94- �_ -- 31 (n N _ a 3 - - - - - o 41 M OPEN -SPACE /VI - M ' r-92--- , Lo "a.d 4. 4 a ° Lq �i/. ° 'Sad Q .N d _SS. ° EX HYDRANT W W J, EX 8" SS .. •uiuIN FINISHED GRADE (TO REMAIN) EX SSMH CONTOURS SSMH EX DRAINAGE DITCH w EX 12" W (TO BE REMOVED) ii 102 LF 12" SD @ 0.89% - _ - W/• 8w. 0 •LOCKING: LID...... STA. =: 101 +:90.55,: 4q.73', LT RIM = 92:81 IE _ -89.E4 (18" E)89 08 IE 89.2:9 (12". SW) IE 89-94(18" W)89.09: a r EXISTING CHANNELIZATION MARKINGS 1 CONTOURS - - - - - - -- i -Ale- - EX 24" CULVERTS EX EDGE OF 24" CULVERT - PAVEMENT / IE=89.50 - N 0 10' 20' 40' SCALE: 1 "=20' -16 LF �4 8" SD BEGIN STREET IMPROVEMENTS T _ STA 98+99.47, 27.65' LT d*133 IE=92.51 (EX 18" CONC) CONTRACTOR TO VERIFY IF DEBRIS BARRIER EXISTS ON PIPE END AND INSTALL IF NEEDED. EX 18" CULVERT P) FP(o8 , EX CATCH BASIN (REFER TO CONNECTION 7 LF 18" EX OONC DETAIL ON SHEET 16 FOR MORE INFORMATION) EX POWER POLE AND GUY WIRE EX WATER METER REFER TO PSE DESIGN FOR (TO REMAIN) RELOCATION OF EXISTING FACILITIES EX BOLLARDS TO EX SSMH (BE REMOVED) GRADE w a EXISTING GRADE AT AT FLOW LINE z En CENTERLINE PIPE -- -- --T--: -- -= ji=-: - --rT__ _-�TT�------ _ ........ ... ... ........ _�...... . \ ......................................:................................................:........................................ TOO."LF..1 Dl 0:3Of . WNANED GRATE RIM :92.30 IE = 90.27 (12" S) 1.28X 13LF:12"DI®6.5659. CB#2 1 TYPE 2-48' .. W/MJ. D *LOCKING *Lln.. . STA.: _ : 10.1 +31.12, : 49:.737, LT RIM '.93.39 93.02 IL = 89.21 (12 E) IE _ 96.71-(5" $) :89.27: IE _ 98.21-(12 N)90:13 W/SOLID LOCKING LID STA: = 0+34:72; 19.30', RT . .................. RIM: 93:75..................... IE 89.58-(18" E)89.12 IE = 89.69-(24" N)89.12 4LF18"SD00.00% cm4 TYPE 1L .:.. W/SOLID LOCKING'LID."" :....:...:. STA = 0+34.27, 15.73', RT RIM _ �93:&:93.78 IE _ 89-58 (18": E):89..12: IE _ 8-9.89-(18" W)89.12 IE _-89.59-(24 N)89:12 + rn EXISTING :GRADE AT FLOW LINE cn ...................................:................................................ :95 92.51 (EX 18" CONC) CONTRACTOR TO VERIFY IF DEBRIS BARRIER: EXISTS ON :PIPE END AND .......................:.................INSTALL -IF - -NEEDED:. ' 90 EX 18"CULVERT (TO REMAIN) 7 LF 18" SD CAD : 0.30% MO TYPE 2-,W . . • • • • • ............. .85 W/STANDAM MATE : . . . . . . STA: = 0+38.32, 0.00', RIME93.01 IE _ -89.83 (18' S)89.4$ IE = 89.93 (18' E) ........JE... 3•(1.8"--W)39:48............................................ :80 2.22Z 6 LF .18„ . SD ® 9.29% : . . . . . . . . . IE=8.21 (18" W) .q �N .n n'q: � L �cNp Qc l co^ ocq r � oo� �O .q N7 n N N(V NcV NC4 NN N'4 NN NN N" N" N N NCal NM �M r)rM r)'i � M 0) 0) 0) 0) � CA � m � CA � CA 0) 0) 0) a) 0) CA a) m 0-)0) 0) 0) � Cn � a) � CA � 0) +00 101+00 100+00 99+00 984 L`DAIIC AT CI ll1A/ I IAIC WA-169 PROFILE H: 1 "=20' V: 1 "=5' SURVEY DATUM L EXISTING GRADE AT FLOW LINE HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86`32'23"E. 98.199 FEET(NAVD88). 1 I RECORD DRAWINGS AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022 NO. REVISION MTS 4/15/22 BJT 1 SURVEYM MTS 6 21 22 BJT oEM MTS WAINN. KLB CHECKED. TS BY DATE APPR APPROV . BJT SCALE: PLAN: 1 "=20' VOUICa_ MVD IM PROF: H 1 "=20' HomzoNrAL• NAD I983 I99I V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 75 M \ WA-169 I �I SITE PLAN KEY MAP .' UTILITY NOTE: DEVELOPER AND ENGINEER TO COORDINATE WITH THE UTILITY COMPANIES FOR RELOCATING OR REMOVING EXISTING UTILITIES AS NEEDED. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY CONFLICTS. OSTOP SIGN STA: 11 +82.64, 20.96' INSTALL STOP SIGN PER CITY OF RENTON DETAIL 129 NOTES: 1. ALL CATCH BASIN OFF -SETS ARE TO CENTER OF GRATE (NOT CENTER OF STRUCTURE). 2. ALL STORM DRAINAGE PIPE SHOWN ON THESE PLANS AS "SD" SHALL BE LINED CORRUGATED HIGH DENSITY POLYETHYLENE PIPE SMOOTH INTERIOR UNLESS NOTED OTHERWISE ON THE PLANS. CITY OF RENTON Planning/Building/Public Works Dept. N U (D N >z p O QLO I T 0 o a O J L1J z 0 U VJ z p Oo aim;, -3. TALK �F WAS�y� r1423 0-- ss/DNA L 6/21/22 V E C 0 .E O 0 im i C LJ.I c � N M < 00 N �aQq d1 N t ��L0 i LO a-7 N N /m W r0, V r Y R-4166171 IN COMPLIANCE WITH CITY OF RENTON STANDARDS rn M AS -BUILT WA-169 FRONTAGE IMPROVEMENT PLAN TRIPOINTE (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 T CV �0 az LL m �0 0 Lli J U DATE: 6/21/22 W m FIELDBOOK: PACE: 17 °P` 46 (01 I 0 11 I 0 L 1~ 45' 0) 33' TO FACE OF CURB a 28't TO FOGLINE 9 SAWCUT EX PAVEMENT EX PAVEMENT 0.90' COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1 /2" PG 58H-22) 0.35' COMPACTED DEPTH CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS PER STD. SPECSR-169 ROAD SECTION AND PAVEMENTO WIDENING WIDTH 04. EQUIRES A CURB INLET CONNECTION MINIMUM OF 40" FOR COMPACTION. 1 "=5' 8' PLANTER 12" DI EX PHONE AND GAS LINE CURB INLET BOX PER STD DETAIL 200.30 ON SHEET 21 �z AS -BUILT WA-169 FRONTAGE IMPROVEMENT PLAN cif OF 3 �� ELLIOTT FARMS z.s' R/w oeoicnrw'�' PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. s• wn�k CITY OF RENTON, KING COUNTY, WASHINGTON - VARIES TYPE 2-48" CB W/SOLID LOCKING LID Jaf L�.10- N PO 6 Cif U7 U +o N O o� XA 0 10' 20' 40' SCALE: 1 "=20' C) EX GAS LINE ' G- - - - - - - - - - - - - - - - - - - - - - - - - - -■ Q SAWCUT EX PAVEMENT 5-FEET FROM NEW FACE - 0 _ _ _ o - _ WA-169 _ o OF CURB AND REMOVE EX ASPHALT TO EDGE42 - OF PAVEMENT. RECONSTRUCT NEW SHOULDER o 0 0 0l PER THE ROAD SECTION ON THIS SHEET _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ STREET-LIGH-TS. SEE. - ILLUMINATION _ T EX POWER MANHOLES EX PHONE RISER TO BE CONTRACTOR SHALL PLANS END STREET IMPROVEMENTS NEW LOCATION OF O - - - - (TO REMAIN) - - - RELOCATED AS NEEDED FOR EX UNDERGROUND - - POTHOLE EXISTING UTILITIES LUMINAIRE POLE AND PREPARED BY TENW - ■ STA 105+93.50, 28.28 LT (RELOCATE AS NEEDED) CONSTRUCTION OF SIDEWALK PHONE AND POWER AND NOTIFY ENGINEER OF gE p EX DRAINAGE DITCH 1 J EX FOGLINE M - -ANY CONFLICTS. _ z EX DRAINAGE DITCH EX 18" CULVERT EX EDGE OF (TO BE REMOVED) W J amp' Y g (TO BE REMOVED) I EX GAS LINE (TO BE REMOVED) EX FOG LINE PAVEMENT \ 91.90 1 O co J CL ---- -- -- - -- ----- --� .. w EX EDGE OF a -- ---------- - - - - --------�------------ ---- ------ --------------- - - - - -- -----1 + - N PAVEMENT Wool u - - T - - - O P oc ? T T T T T T T co ------------� --- --- ---=- - - -- m -- _T- - �----- - --- --- - - --- ----- ---- _ ------------F-7 - - ----- ---------------- - -__92 --=- - -- -- - -- -- -�- -- --�--- --- - - T - --------- 92 O T ^ % L Dr r r r T - ' w EX 18" CULVERT 12" I- - --a- -- -- -- o _-_.� . -� T - _- == L 2'� =�--a _.-.-. -- .�=o .. o = (TO BE REMOVED) - - --- -� - ------ w - __, _ `o ,- �� -■ _ - - ---- ---- 18" OUTLET C6 --- -- ----- J ri --15trtF to-S6--Z----------- ----- STA: 103+61.33 1 » SD �36-�E�8" SD------------- STA: 105+99.72, 49.73' LT F- S� - STA: 104+64.42 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - 94 - - - - - - - - - - V I STA: 105+67.42_ �- _---��_a ---------�--_=_=__94---- OFF: 41.09'LTT-------------------- cn---------STA: 102+58.36 ------ IE=87.8f WITH DEBRIS -- - - ti - - OFF: 41.09'LTT- -- - - °�-OFF: 41.09' LTT _ - _ - - ^'- N - - P(OH) - - - - P(OH) P(OH P(OH) 96 - PcOro - - - OFF: 41.09' LTT PcoH, BARRIER AND 12' LONG X - - -� - Q ,9�,� - 3 WIDE BERM I w--Wf6E���3ERM 6' WIDE X 1' THICK ROCKuj CC LINING USING»-8" _ �T P i� --------------�------------------ ----------94------- - - - - - - - - - -------------- --� ------_________ _____ �__ - 27 QUARRY SPALLS PER SPEC - 94-- N CB#34 f o N 9 =�� _ _ _ _ _ - d ° _ _------- ■ ON THIS SHEET - ° _---------------------------------- ---- ----- - - - - --- EX POWER ESMT ° �N d n °-.� .a - �,X,, -LX ---- .- . . q .: ° ° d » EX POWER POLE EX PHONE CABINET / � EX POWER POLE EX FENCE AND GATE EX 12 WATERMAIN (TO REMAIN) EX PHONE CABINET (TO REMAIN) FINISHED GRADE EX PHONE RISER (TO REMAIN) EX CABLE MARKER (TO BE REMOVED) CONTOURS /T� or���i EXISTING (TO REMAIN) (TO REMAIN) ROCK LINING SHALL BE QUARRY SPALLS WITH GRADATION AS FOLLOWS: CONTOURS 95................................................ . .a 1: 4 LF -18" S D 0 $39�iir- ............. ............ .... 18":OUTLET IE=87.80 f CBM' CURB IN 85 :................ , W/VANED GRATE STA' = 105+86.12, 32:25`, LT RIM = 90:43 IF = 88.43 (12" S) 1.15%. . ". 17 LF 12 DI :0 -1-.90%= ............................................................ 75 PASSING 8-INCH SQUARE SIEVE. 100% PASSING 3-INCH SQUARE SIEVE: 40 TO 60% MAXIMUM PASSING 3/4-INCH SQUARE SIEVE: 0 TO 10% MAXIMUM RIPRAP SHALL BE REASONABLY WELL GRADED WITH GRADATION AS FOLLOWS: MAXIMUM STONE SIZE: 24" (NOMINAL DIAMETER) MEDIAN STONE SIZE: 16 INCHES MINIMUM STONE SIZE: 4 INCHES .................................................. EXISTING GRADE AT: CENTERLINE P1PE ...............................................................................:................................................. . . . . . . . . .............. ... ....................... . . . . . . . . . . . . . . . . . . CB#34,; TYPE 1, ; (PRIVATE) : W/VANED: GRATE W/STANDARp GRATE STA. := 104+36.12, 32.25% LT . . . . . . . . . . . . . . . . . . . . STA = 104+39.41, 74.32',• LT RIM = 91.07 . . . . . . . . . . . . . . . . . . RI:M 91.50 . . IE: _: 89:.07: (12» :S) ,. . . . . . . . . - CB#36 TYPE 2 48 . . . . . . . _ IE . . 12 N 89.19 (. ). - CB#33 TYPE 2 48. . ..................... MI/SOLID LOCKING LID:....:....:....:...:....:....:....:....:....:....:....:....:............................................... W/SOLID LOCKING LID STA•. 105+86.12: 49.73 .LT . . . . . . . (PRIVATE) 25 LF 12" SD .0 1.44% . . . . . . . . . . . . . . , STA.._ .104+36.1.2, •49.73 : LT , RIM;=;.fr791.47 . . . . . • • • • • „ 0..899' • • • • • • • • . . .17. LF. 12. DI 6 �.99% . RIM = 91.8r2-92.07 ; IE = 87.85 (18" E) . . . . . . . . . . . . . . . . . . . . . . . . . . . IE• _ 88.30. (1.8" E) - IE 88.26 (12." �f) . . . . . . . . . . . . . . . IE.=:8&.90. (1:2":N): IF - R7 AS (1R" uil IE' = 88.90' (1.2» S) EX 18" :CULVERT (TO BE REMOVED) ........................... 150 LF '18' SDI '4) UTILITY NOTE: DEVELOPER AND ENGINEER TO COORDINATE WITH THE UTILITY COMPANIES FOR RELOCATING OR REMOVING EXISTING UTILITIES AS NEEDED. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY CONFLICTS. - . . . . . . . . . . -- . . . . . . . ---.. -`. . ... . .................. i 90 --. . . . . . . . 8- -SDI A 30% CB#27 TYPE 1 w . . . . . . . ... 29 CURB INLET 1N/STANDARD GRATE : � 1 COM TYPE 1 (PRIVATE) W/VANED. GRATE .................... STA_ = 102+01.17, 73.23 , LT., w 85 WMTANDARD:GRATE : STA. = 102+86.12- 32.25', LT RIM = 91.65 Z STA = 102+85.75, 75.98', LT RIM: _. 91..70. IE 89.52 ;(12;" S) . - J RIM: = 91.50 IE 89.70 (12" S) IE = 89.52 (12" NE) I = IE 89.51 (12" N) 17 LF 12" DI ®�-98 0.78.E U „ 1.389 :26LF12 SDO ..... ............................................. CBt30 TYPE 2-48' : • • • • • • • • :................................................ • . H 1 Q 80 ..................................................... (PRIVATE) : W/SOLID LOCKING LID . . . . . . . . . . . . . . . . . . STA 102+86.12, 49.73', •LT . . . . . . . . . RIM: _92.4592.74 . . . . . . . . IE=88.75(18"E.) . . . . . . . . . . . . . 1 . . . . . . . IE - -89.53 (12." N)89..58. IE =-89.4)G- 12'' S 89.12 75 IE = 88.30 (18" W) IE 88.75 (18 ) LQ N O CD � rn f0 Cq ^ F co 00 � to 0T -� V O N rn r- N n to M M In in N N 00 O� r 0p O� rn Op rn 0 0 00 00 00 00 00 00 00 0- �� �� -- �- � �- 106+40 N i 0 0 0 106+00 WA-169 PROFILE H: 1 "=20' V: 1 "=5' SURVEY DATUM 105+00 GRADE AT FLOW LINE EXISTING GRADE AT FLOW LINE HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86`32'23°E. 98.199 FEET(NAVD88). 104+00 1 1 RECORD DRAWINGS AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022 NO. REVISION MTS 4/ 15/22 BJT SURVEYED: MTS 6 21 22 BJT gym, MTS WAINN. KLB CHE�MTS BY DATE APPR APPROV .BJT Ste: PLAN: 1 "=20' VERncru_ NAw tee PROF: H 1 "=20' HORRONIAL• NAD''�' V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 102+00 CITY OF RENTON [;R Planning/Building/Public Works Dept. WA 169 '. I% � � l I � 1 I I �I SITE PLAN KEY MAP , NOTES: 1. ALL CATCH BASIN OFF -SETS ARE TO CENTER OF GRATE ( NOT CENTER OF STRUCTURE). 2. ALL STORM DRAINAGE PIPE SHOWN ON THESE PLANS AS "SD" SHALL BE LINED CORRUGATED HIGH DENSITY POLYETHYLENE PIPE SMOOTH INTERIOR UNLESS NOTED OTHERWISE ON THE PLANS. -3. TALK �F WASJy/ N U (D N >z p O Q I LO 0 O J W z O U UI z Q O o Z ,p r1423 p �� STF��` ssIONA L 06/21/22 V G V O C LLI c � N M < 05 N 3 �a� d1 N t O U) a-7 N N /c�v W U 00 r a) Y R-4166181 IN COMPLIANCE WITH CITY OF RENTON STANDARDS rn M AS -BUILT WA-169 FRONTAGE IMPROVEMENT PLAN TRIPOINTE (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 T N �0 az LL m �0 Ow J U DATE 6/21/22 W m FIELDBOOK: PACE: 0 1 Q LW 1� N N O N N O N E 0 Cr N i N / 0 O 0 N Lij m RENTO N-MAPS E FAQ Er ROA INSTALL DETECTABLE CWq-169 WARNING SURFACE PER 90.41 WSDOT DETAILS 90.92 90.97 �a 90.49 1.0 ° d Q P�Ar BOUND O.. NDgRY TRACT MAINTAIN 1.5% 1.24 ° CROSS SLOPE (TYP) RENTON-MAPLE VALLEY ROAD WEST ADA RAMP DETAIL 1 "=10' EX. CHILDREN'S PLAY AREA I EX. WALK FLUSH WITH PAVEMENT PROPOSED SWE EX. CURB FLUSH 3 92.36 ti WITH PAVEMENT a 25' W \ / 91.76 g2' - .15 10 01 N a f ------ _ -- - - 0o ... a- o000 - ....�� --- o0000 91.70 MEET AND 92.03. 92 MATCH EX DEPR'IE5SED CURB_ SIDEWALK AND (GUTTER TO STA. m99 )+82.`i,114LT. TR N ITION o x x R N �' EX. LIGHT POLE o D > DEPRESSED:C (D U) AND GUTTE. I0 A. N- -p---------0 9 ' RT r -- o EX. EDGE OFF 3 41 PAVEMENT II 0 --__ EX WALK FLUSH 1J -- 00 00 r, / / / / / / / / x ✓ a 1 9.Z U 1 s JEa93.53EDGE OFVEL 2/.5' CURB TAPER N N MAL CROWN 1 ED/CROWN 1 1 0 2.47 \ 2.5' CURB TAP of N __... ......� -----_-_-_- . WITH PAVEMENT �� 91.81 91.93 91.82 �� // EX. CURB FLUSH/ :PAN Y WITH PAVEMENT ADA RAMP DETAIL ROAD A SE 153RD PL i 1 "=10' SURVEY DATUM AS -BUILT ADA RAMP DETAILS OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON B SR 92 19+67.0 SE 19+67.0 RT 0. 1' RT TYP R2.5' R2.5'�� ISLAND AREA SE 19+63.0 10.7' RT 185 SF SE 19+64.5 2.7' LT SE 19+60.5 SE 19+60.5 0 8.9' RT 2.7' LT A-01 SE 19+55.5 SE 19+55.5 5.9' RT 2.7' LT SE 19+50.0 7 TYP. N 2.7' LT SE 19+49.5 3.1' RT 1' R3.0' SE 19+46.5 0 10 B 0.0' RT, END CURB SCALE IN FEET PLAN VIEW 6.5' 5' 8' - PRECAST CONCRETE SLOPED MOUNTABLE CURB FINISHED 6" DEPTH CONCRETE WSDOT F-10.62-02, TYP. SIDEWALK W/ 12"X12" SCORING GRADE PATTERN, TYP. a . a SECTION B-B N.T.S. ISLAND DETAIL NTS \ 34 \ \ ROAD A ADA RAMP DETAIL 1 "=10' HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86°32'23"E. 98.199 FEET(NAVD88). RENTON Mq pkE VAQI STA. 99+20, 40.8' LT. ROA o / EGIN ASPHALT RAMP (WA -169) � 93.15 L=20.94', R=35' MAINTAIN 1.5% 4EX 93106'47" Ek FOGuNE CROSS SLOPE (TYP) INSTALL DETECTABLE ° 93.15 WARNING SURFACE PER 7 6.4% 'o' WSDOT DETAILS o\ EX 93.11 h. EX 93.15 93.1 EDG O .. EX EDGE OF �E OF R/ ao �5 ; PAVEMENT �; W F� E 93.18 / zI / ZDI -I �-- - - - - - - - - - - ---- m I EX 93.14 EX EDGE OF GRAVEL I RENTON-MAPLE VALLEY ROAD EAST ADA RAMP DETAIL 1 "=10' • RENTO � � \ N-MAP TRACT A 92.77 4\ `0 g °�. /I c0•cp. W ' D•'x� TRACT A •S�P� 92.8.3 MT 00 7!1 1 IRECORD DRAWINGS AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022 \lf REVISION 32 MTS 4/15/22 BJT I SURVEYED: MTS 6 21 22 BJT DESIGNED: MTS DRAWN: KLB CHECKED: MTS BY DATE AP P R APPROVED: BJT ROAD A/RENTON-MAP INTERSECTION DETAIL 1 "=10' SCALE: VERTICAL: NAVD 1988 PLAN: 1 "=1 0' HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Ad%%kCITY OF RENTON [;R Planning/Building/Public Works Dept. INTERSECTION KUAU A 51A: 12+.54.9b RENTON-MAPLE VALLEY ROAD (WA-169) STA: 1 Q0+00.00 N 0 5' 10' 20' SCALE: 1 "=1 O' KEYNOTES ElINSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-40.12-03 INSTALL SINGLE DIRECTION CURB RAMP PER WSDOT STANDARD PLAN m F-40.16-03 INSTALL PERPENDICULAR CURB RAMP �3 PER WSDOT STANDARD PLAN F-40.15-04 3. TALK �F WAS N U (D N Z p Q Q � Lid Q T o a 13� D O J w z O U H T ' ^ T Z p 01 o M� z ,p 423 SS��NA L 06/21/22 • C � O R =35' 92.87 32.69 g3.04 o i � � s2.79 7 ° o 0 0 92.87 _ Q% 7' is O ° 9-1- : rm :3 m 93.70 .. W 93.43 4. G 0) 0 00 N /a s2ss 0-1 N " 9 Q N lD � > �.9 T. :w +;o .. L0 a-+ N �0 9\�a o'er N a)N 92 J M W V � xe, Aj pT g a STq �3z TRACT D R-416619 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/) c) AS -BUILT ADA RAMP DETAILS TRIPOINTE (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 T CV oC p Z L.L o� LLI J J DATE: 6/21 /22 L I M FIELDBOOK: PAGE: SHEET: 19 OF :46 col AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS � OF N N Ln N - N E \ 0 tT a I D7 N c a) N c C N i O O O N liQ.l � Z Lq Q) 11: i. 11 o ELLIOTT FARMS � A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. Ld CITY OF RENTON, KING COUNTY, WASHINGTON I� NOTES 4'-0"MIN. - A 4'-0"MIN. - A SEE CONTRACT PLANS 3/8" (IN) EXPANSION SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 3/8" EXPANSION PEDESTRIAN CURB - JOINT (TYP.) - SEE PEDESTRIAN CURB - roadway must be contained within the Width of the crosswalk markings. JOINT (TYP.) - SEE SEE NOTE 9 STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade LANDING break between the two adjacent surface planes shall be flush. B SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- * * * I C nances on any part of the Curb Ramp or Landing, or in the Depressed CURB AND GUTTER r/ SIDEWALK Curb and Gutter where the Landing connects to the roadway. R. 4. See Contract Plans for the curb design specified. See Standard Plan r F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and CURB AND GUTTER Pedestrian Curb details. CURB RAMP CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4' - T MIN. - 4' - 0" MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS FACE OF CURB � FACE OF CURB � DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, w CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise �^ V) z shown in the Contract Plans). When applying the 15-foot max. length, w PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single L TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk m 4'-a' MIN. over a horizontal distance of 15 feet. Do not include abutting landing(s) in SEE CONTRACT PLANS GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the ^ 15-foot max. length is measured on the inside radius along the back of the 0 10 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 walkway. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE v a COUNTER SLOPE TOP OF CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. * 55 ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. I- w 9. Pedestrian Curb may be omitted if the ground surface at the back of the CEMENT CONCRETE PEDESTRIAN LANDING DEPRESSED CURB AND GUTTER - Fee-¢ SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb CURB - SEE NOTE 9 > AND NOTE 6 Ramp or Landing and there will be no material to retain. O SECTION O 4-0' MIN. 15' - 0" MAX. (TYP.) LEGEND I SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION J 15' - 0" MAX. (TYP.) 4'-W MIN. 15' - 0" MAX. (TYP.) GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR W SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK DESIGN/FORMVVORK (2%MAX.) GRADE BREAK 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK GRADE BREAK FORMWORK (8.3% MAX.) - SEE NOTE 7 *�� * i� IAN CURB - CURB RAMP - a - .' PEDESTRSEE NOTE 7�_ LANDING 1 SEE STANDARD PLAN EXPANSION JOINT -30.10 F) - t�COo wAsZEll v CURB RAMP . LANDING CURB RAMP 318" EXPANSION JOINT (TYP.) - 1 SECTION O _ SEE STANDARD PLAN F-M.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) -16OALt 9A0128680 S TERF� ♦��� (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 ssIONAL ECG "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 Zeller, Scott Jun 24 2016 7:19 AM PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION �-_L-y CarpenterJeff Jun2920i6227PM NOTES MATCH SIDEWALK . BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH - NO" MIN. STRIP permitted. MATCH SIDEWALK SEE CONTRACT PLANS 2. At marked crosswalks, the connection between the Landing and the PEDESTRIAN CURB - WIDTH - 4' 0" MIN. - - g SEE CONTRACT PLANS SEE NOTE 10 CURB RAMP roadway must be contained within the width of the crosswalk markings. 3/8" (IN) EXPANSION PEDESTRIAN CURB - 3. Where "GRADE BREAK" is called out, the entire length of the grade break JOINT -SEE STANDARD-) TANDAR SEE NOTE 10 MATCH SIDEWALK WIDTH - 4' 0" MIN. between the two adjacent surface planes shall be flush. PLAN FDARD SEE CONTRACT PLANS LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- LANDING SIDEWALK - 3/8" (IN) EXPANSION JOINT -SEE * � PEDESTRIAN CURB - anCeS On any part Of the Curb Ramp Or Landing Or In the Depressed 5' - 0" MIN. „ SEE NOTE 6 STANDARD PLAN F-30.10 � SEE NOTE 10 3" R. Curb and Gutter where the Landing connects to the roadway. 5. See Contract Plans for the curb design specified. See Standard Plan 5'-D"MIN. 9 p F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and ¢ ¢ - 3" R. I Pedestrian r II . � � * I � �Curb details. o I o 5' - 0" MIN. �� 3" R. CO 6. 1JI Plan .1 for Cement Concrete Sidewalk Details. I See Standard a 30 O o Ce e t Co c ete S de a eta s See SIDEWALK - v r Contract Plans for width and placement of sidewalk. SEE NOTE 6 ,,, 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BUFFER STRIP - SEE - DETECTABLE WARNING SURFACE BUFFER J DETECTABLE WARNING SURFACE CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP C SEE STANDARD PLAN F-45.10 adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. CURB AND GUTTER - CURB AND GUTTER - 8. The Curb Ram length is not required to exceed 15 feet unless shown SEE NOTE 5 SEE NOTE 5 p 9 PEDESTRIAN CROSSING PEDESTRIAN CROSSING SEE in the Contract Plans). When applying the 15-foot max. length CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of CURB ramp to top of ramp to match into the sidewalk over a horizontal w PLAN VIEW PLAN VIEW distance of 15 feet. TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B 9. Curb Ramps and Landings shall receive a broom finish. See Standard X Specifications 8-14. L Y10. Pedestrian Curb may be omitted if the ground surface at the back of the m DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb 3 15' - 0" MAX SEE STANDARD PLAN F-45.10 15' - 0" MAX (TYP.) 15' - 0" MAX (TYP.) Ramp or Landing and there will not be material to retain. (TYP.) GRADE BREAK SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK GRADE BREAK COUNTER SLOPE BREAK 5.0% MAX. SIDEWALK - SIDEWALK - SLOPE IN EITHER DIRECTION SIDEWALK - SEE NOTE 6 SEE NOTE 6 1.5 OR FLATTER RECOMMENDED FOR SEE NOTE 6 * * TOP OF * * * * * * DESIGN/FORMWORK (2% MAX.) -:.. ....... �� * ROADWAY _ _ �� ......:........... ....,.......... I .. I I ....- .. * * 7.5% OR FLATTER RECOMMENDED FOR a DESIGN/FORMWORK (8.3% MAX.) a DEPRESSED CURB AND GUTTER - -v CURB RAMP CURB RAMP SEE NOTE 7 LANDING SEE STANDARD PLAN F-10.12 CURB RAMP LANDING 1 1 S�� of WASy7 l� SECTION O � y�e SECTION A 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) _ FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE , CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. "CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP • OAP 9l'62 680 TYPE SINGLE DIRECTION A" PAY LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT - SEE NOTE 7 SEE NOTE 7 ZONAL $ 1" IN RADIUS DETECTABLE WARNING .- JZeller,un Scott ,W ( ) ••�•• SURFACE -SEE �- CORNER "'• JtJn 2420167:21 AM •••••• •• STANDARD PLAN - .......... c,rs PEDESTRIAN CURB """"" SINGLE DIRECTION DEPRESSED CURB AND CURB RAMP GUTTER - SEE NOTE 5 90°ANGLE STANDARD PLAN F-40.16-03 RADIUS MAY SHEET 1 OF 1 SHEET VARY APPROVED FOR PUBLICATION Jun29 ,J2:29 PM ISOMETRIC VIEW ISOMETRIC VIEW STATE DESIGN ENGINEER TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B STATE DESIGN ENGINEER ISOMETRIC VIEW ISOMETRIC VIEW : Washington State Department of Transportation mr Washington State Department of Transportation TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT Ti PAY LIMIT DETAIL C PAY LIMIT -" NOTES NOTES /1, 4' - 0" MIN. -SEE A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH A o CONTRACT PLANS 1. At marked crosswalks, the connection between the curb ramp and the roadway must be CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH V - 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - CEMENT CONCRETE contained within the width of the crosswalk markings. LANDING TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings. PEDESTRIAN CURB - LANDING CEMENT CONCRETE g . I LANDING I WIDTH - SEE CONTRACT PLANS Y X SEE NOTE 9 (e \ CURB RAMP PEDESTRIAN CURB - 2. Where "GRADE BREAK" is called cut, the entire length of the grade break between the two I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break L Y I SEE NOTE 9 LANDING CURB RAMP L I adjacent surface planes shall be flush. GRADE BREAK between the two adjacent surface planes shall be flush. GRADE BREAK SEE CONTRACT PLANS - CURB RAMP DETECTABLE WARNING SURFACE - CEMENT CONCRETE In 1 SEE STANDARD PLAN F45.10 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances on any part SEE CONTRACT PLANS - 4' - 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- z r C of the Curb Ram or Landin or in the De ressed Curb and Gutter where the landin 4' - 0" MIN. I I ances on an 3" R. p g' p g I y part of the Curb Ramp or Landing, or in front of the Curb connects to the roadway. PROVIDE SMOOTH TRANSITION Ramp where It connects t0 the roadway. (TYP)CEMENT CONCRETE TO SIDEWALK WIDTH 2'-0" 1 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - MIN SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan ��I 4' - 0" MIN. PLANS - 4' - 0" MIN. r I MATCH SIDEWALK (a' - o" MIN.) - Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details. * * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and .......... SEE CONTRACT PLANS 3/8" EXPANSION BUFFER WIDTH - MATCH Pedestrian Curb details. CEMENT CONCRETE I - DEPRESSED CURB AND 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans FLARE (TYP.) JOINT (TYP.) -SEE , �TO CURB RAMP DEPTH PEDESTRIAN CURB - GUTTER - SEE NOTES 4 & 6 / I k 3/8" (IN) EXPANSION JOINT (TYP.) - for width and placement of sidewalk. I (TYP) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3/8" EXPANSION I CURB RAMP STANDARD PLAN F-30.10 Contract Plans for width and placement of sidewalk. SEE NOTE 9 - Y / t +a SEE STANDARD PLAN F-30.10 I, I - 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, JOINT (TYP.) - SEE p CEMENT CONCRETE CURB p STANDARD PLAN F-30.10 GRADE CEMENT CONCRETE BUFFER STRIP (TYP.) - Curb and Gutter, De ressed Curb and Gutter, Pedestrian Curb, Dr Sidewalks. J BREAK TRANSITION TO SIDEWALK BUFFER, IF " 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the CURB AND GUTTER - D SEE CONTRACT PLANS AND GUTTER - SEE NOTES 4 & 6 GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - "' adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian SEE NOTES 4 & 6 7. The Curb Ram length is not required to exceed 15 feet unless otherwise shown in the SEE CONTRACT PLANS ,,, �' Curb, or Sidewalks. p 9 q ( �• EiEii�isiiiiiii DETECTABLE WARNING SURFACE - Contract Plans). When applying the 15-foot max. length, the running slope of the curb ..... • I'•I( * �' CROS WALK DEPRESSED CURB AND GUTTER - DETAIL D ram is allowed to exceed 8.3%. Use a single constant sloe from bottom of ram to to 7. The Curb Ramp length is not required to exceed 15 feet (unless shown SEE STANDARD PLAN F45.10 O p g p p p CURB, OR CURB CEMENT CONCRETE ......... ..... .. ........ ........ SEE NOTES 4 & 6 of ram to match into the sidewalk over a horizontal distance of 15 feet. Do not included CURB, OR CURB otherwise in the Contract Plans). When applying the 15-foot max. length, p AND GUTTER - PEDESTRIAN CURB -' o CURB RADIUS DETAIL the abuttinglanding In the 15-foot max. measurement. When a ram is constructed on a SEE NOTE 4 AND GUTTER - the running slope of the Curb Ramp is allowed to exceed 8.3/0. Use a 9 p DETECTABLE WARNING SURFACE - SEE NOTE 4 I SEE NOTE 4 single constant sloe from bottom of ram to t0 of ram to match into radius, the 15-foot max. length is measured on the inside radius along the back of the I SEE STANDARD PLAN F-45.10 B I DETECTABLE WARNING SURFACE - the landingover a horizontal distance of 15 feet Do not include the PLAN VIEW Walkway. FACE OF CURB FACE OF CURB SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max. measurement. TYPE COMBINATION 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. MEASURED PARALLEL CURB AND GUTTER 8. Curb Ramps and Landings 1�1DEPRESSED CURB AND GUTTER - DEPRESSED s shall receive a broom finish. See Standard � � TO CURB TYP. SEE NOTE 4 WITH BUFFER 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or (TYP.) CROSSWALK CROSSWALK Specifications 8-14. Landing will be at the same elevation as the Curb Ramp or Landing and there will not be 9. Pedestrian Curb may be omitted if the ground surface at the back of the material to retain. w Curb Ramp and/or Landing will be at the same elevation as the Curb 0 LEGEND Q CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. DETECTABLE WARNING SURFACE - z FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE N- 0" MIN. 15'- 0" MAX. SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. PLAN VIEW SEE CONTRACT PLANS SEE NOTE 7 1.5 OR FLATTER RECOMMENDED FOR L TYPE PERPENDICULAR A TYPE PERPENDICULAR B CEMENT CONCRETE GRADE BREAK 15' - 0" MAX. (TYP.) 4' - 0" MIN. 15' - 0" MAX. (TYP.) * DESIGN/FORMWORK (2% MAX.) Do DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) LEGEND PEDESTRIAN CURB - SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 z SEE NOTE 9 GRADE BREAK * * 7.5% OR FLATTER RECOMMENDED FOR 3 SEE STANDARD PLAN F-45.10 SLOPE IN EITHER COUNTER SLOPE TOP OF GRADE BREAK GRADE BREAK DESIGN/FORMWORK (8.3% MAX.) qa GRADE BREAK 1 5% OR FLATTER RECOMMENDED FOR ems, 5.0 % MAX. ROADWAY fir* a * * r- 4' - 0" MIN. -{� 15' - 0" MAX. (TYP-) l * DESIGN/FORMWORK (2% MAX.) �- f _ ,r } SEE CONTRACT PLANS SEE NOTE 7 COIINTFR SLOPE - 3/8" (IN) EXPANSION JOINT (TYP.) - ' ^ SEE STANDARD PLAN F-30.10 • ��4OF WyT1L^j �.� LANDING CURB RAMP p SECTION AO 5 -4y 1 DEPRESSED CURB AND GUTTER - SECTION SECTION O _ SEE STANDARD PLAN F-10.12 ` OA 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE O ,y 28e80 O <vCEMENT CONCRETE CURB RAMP "TYPE CEMENT CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. '0 E'CJ STgR� �� CEMENT CONCRETE PERPENDICULAR 'A' PAY LIMITS SEE NOTE 6 PERPENDICULAR BC PAY LIMITS SE NOTE 6 "CEMENT CONCRETE CURB RAMP TYPE srjONAL SEE NOTE PEDESTRIAN CURB - COMBINATION" PAY LIMIT - SEE NOTE 6 CURB RAMP 4'- 0" MIN. T - 0" MIN. (TYP.) DETECTABLE WARNING SURFACE - _ Scott SEE CONTRACT PLANS SEE CONTRACT Zeiler, SEE STANDARD PLAN F-45.10 PLANS BUFFER TOP OF Jun 24 2016 7:20 AM STRIP ROADWAY COMBINATION CURB RAMP _ TYP. DEPRESSED CURB AND GUTTER - - STANDARD PLAN F-40.14-03 SEE NOTE 4 CEMENT CONCRETE CURB AND 1 OF 1 SHEET CEMENT CONCRETE PEDESTRIAN O GUTTER - SEE NOTES 4 & 6 CEMENT CONCRETE CURB CURB (TYP.) - SEE NOTE 9 SECTION B APPROVED FOR PUBLICATION AND GUTTER - SEE NOTE 4 nn'' ce, _,Jeff ISOMETRIC VIEW e4oeMft• N`,, Jun2920162:28FM TYPE COMBINATION STATE DESIGN ENGINEER ISOMETRIC VIEW ISOMETRIC VIEW PAY LIMIT Washington Stare DepartmentofTmnsportation CURB RADIUS DETAIL O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT it:1'f1A',D7_1I11,71 HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86'32'23"E. 98.199 FEET(NAVD88). 1 1 RECORD DRAWINGS AS -BUILT 2 1 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 1\►6 REVISION MTS 4/15/221 BJT suwEYED: MTS 6 21 22 BJT DESIGNED: MTS DRAWN: KLB CHECKED: MTS BY DATE APPR APPROVED: BJT OF WASy7NCoy�,?' �O y 28e8o O �o A� �01STS�� % �yIt's IONAL �C2-f/L Di o 2 signed 2 R. Scott Zeller t PERPENDICULAR CURB ERPENDICULA CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 14:44:37-07'00' _ STATE DESIGN ENGINEER Washington State Department of Transportotion SCALE: VERTICAL. N/A HORIZONTAL. NAD 1983/1991 CITY OF RENTON ONE INCH DATU M IFAT FULL S NOT ONE 1NCEH Planning/Building/Public Works Dept. SCALE ACCORDINGLY 0 N U VJ N Z p O I..L L Q T o a O J U LU 0. Z O I- U V J Z p O o all", �3. TALK �F AA q / Cn Z 423 sS�oNA L 06/21 /22 0 v .Cww YI L 7 Z pf �O Z C LU C � N M r 00 M Ta[ NQ N l0 VI L0 LeeC O LO 4-7 f V N /c�v W U r a) Y �,t W R-416620 0) IN COMPLIANCE WITH CITY OF RENTON STANDARDS w N 0 LB Z L W �0 Ow DATE: J U AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 6/2 i /22 W pp T R I P O I N T E MELDBOOK: (425) 455-2900 PMI DRAWING N0: 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 1 SHEET: 20 OF: wC AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS O 11 I 0 Ld U) G rr LL I- I- O I W CV CV CD (V LC) CD 0) r7 CT 3 7 a I CY) 110 (V c Q) C rn r•7 CV i W CD CD CD C*lI Lq E: L, Z7, C. 6. 12'. OR 247 ONE #3 BAR HOOP FOR B" HEIGHT INCREMENT ($PACED EQUALLY). SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 11��iti6 F_ 8 eru° lam, #3 BAR EACH CORNER #3 BAR EACH SIDE - 5 93 BAR EACH WAY PRECAST BASE SECTION 43 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12' CONCRETE ALL METAL PIPE 15' CPSSP'. STD. SPEC. S-05.20 17 SOUD WALL PVC, STD. SPEC. 9-05.12(1 j 15, PROFILE WALL PVC, STD. SPEC. 9-05.12[�1 15' ' COMIGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BABE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.SO(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0-TZ SQUARE INCHES PER FDOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE RESAR SHOWN IN THE RECTANGULAR ADJLTSI'MENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'. KNOCKOUTS SYWLL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.5'MAXIMUM. PROVIDE A 1.5' MINI MUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED. F ILL THE GAP WITH JOINT MDR -FAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 9. 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 SECT10N MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 14I24V OR STEEPER- 6. THE OPENING SHALL BE MEASURED AT THE TOP Qi THE PRECASTBASE SECTION. 7. ALL PICKUP HOLES SHALL BE GRDL TED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH P IF ATN STANDARD EC EC IOS 9 20.32 CORNER 36' MIN. (. I 8. ALL GRADE RINGS AND GASTING5 SHALL BE SET 1N MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9.04.3. THEN APPLY MORTAR TO INSIDE ANO OUTSIDE OF ALL JOINTS. RINGS. RISERS. AND FRAMES 9. MORTAR SHALL BE MIXED AND APPLIED PER MMIUFACTURER'S DIRECTIONS. 11). FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION VNU55 DTHERW15E ROTM, PRAVOPIQ 15 NOt TO 50U (Hr51 STE). PLAN - 200.00 • PUBLIC WORKS aIGA ❑EPARTMENT CATCH BASIN TYPE 1 _79/28/2018 DATI. CURB OR CURB AMID GUTTER MATCH TOP OF HOOD TO TOP OF CURB ITYP.) HOOD DO NOT INSTALL SAFETY BAR I DEBRIS GUARD 1 112 MIN (TVA 1 N" x 24" VANED GRATE FRAME 29' MIN. 1• MIN. CTYP. ) 20 1Jd' SEE NOTE 4 (T p-) SEE NOTE 2 (TYR) i:. 241A" MIN. HOLE OR SLOT FOR of ATTACHING HOOD TOP VIEW FRAME DETAIL ISOMETRIC VIEW CATCH BASIN GFtATf CL 3" 7" SEE DETAIL HELOW f -34"(WIDE SIDE) CATCH BASIN TYPE 1 -4D';WIDE SIDE) CATCH BASIN TYPE I SEE NOTE 1 SECTION A HOOD 712" N I SEE NOTE' NOTES: 1. THE INLET REQUIRES THE PRECAST CATCH BAGIN TO HE 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 IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN. 2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAYBE CAST WITH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE HOOD. 3. ATTACH THE HOOD TO THE FRAME WITH TWO 314" • 2" HEX HEAD BOLTS, NUTS, AND OVERSIZE WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL HEARING ACROSS THE SLOTS d. FOR GOLF-0OWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A SIB' 11 NC + 2" ALLEN HERO CAP SCREW. LOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS. SEE BOLT- DOWN DETAIL, 5. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 20420 AND 2D4.30. 8. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED PRODUCT. IT IS NpY THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS SHOWN ON TH IS DRAWING. DETAIL SECTION A I FRAME UNLESS DTHEBwISE WITTED, DRAWING IS NDr TO SCALE INT5Y STD. PLAN - 203.00 V%RlPUBLEC WORKS OPEN CURB FACE FRAME AND GRATE DEPARTMENT INSTALLATION RGAZ g128/z01s I DALE SURVEY DATUM OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON $E,EN3lE2 /S'R X 5/1VD DUMMY JOINT SEE NOTE 2' 0' 2' D' f r J _ � I 1 I 3/9- PREMOLDED JOINT ;ILLER (-.fp)CNT I L _ _ _J G1R8E AfIDG� PLAN MEW FACEOF CkNTEFLQt E; OF C� L�"' FRAME d (RATE S i fiC. I . 1 - FRAIL W GRAAM -WT N=2D 1/2' R. 4� R• _� �^Y IN CURB AND{ILRT£R B10 nEIA SLOPE b 1 TOPO n "•a+ 1" R. I 1RE�-� YRY E F y A Oro -'. •• , ADJUS1101IM9ECTION • NEIFIHCLUDIED r M CURB AN13 *UTTER. BID rFEM •F • •. + • r� CATCH WWI!%- NbT WGUJ%D y • BI com AND GUTTER END ITEM f : i SECTION (D GENERAL NOTES: 1. The lnbwd of Mis design Is to facilbW the removal •- of a cdM basin v ilh n9n1mal dlsturbenm . r of ale aab. 2- The expenslon Wnts of the 'ram. i adjacent Sidewalk shall tie-adf uded to be In Brie With Diets curb emanslvn ]olnts. f 1 ti I IS01$k 1'11C MEW D>+ilzlll ISHT CONCRETE CURB sm. PLAN - 101.1 + + PTJBLIC SPEPRO D: DEPARTMENT NT INSTALLATION AT CATCIII BASINS CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.M RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION t7WIJ SrMI'DI4S MAX.) - MORTAR. (TYP.I. SEE NOTE 5 4'MIN. 28" MAX. 19' MAX. 7 FLAT SLAB TOP 017 72", 47 t 98", 120" DR 144" SEE NOTE 6.1 YP. W MAX. FOR MAINTENANCE - STEPS OR . LADDER �o 21. "O• RIN[31 2"� MAX. REINFORCING STEEL, (TYP.I MINN 1Y• 12' MAX. ' GRAVEL BACKFIU FOR PIPE ZONE - I7 BEDDING PER WSDOT STD SPECIFICATION SECTION S-03.12(3) SEPARATE BASE IkTEGRRL RASE 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 RECTANGULAA FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN, THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL ARID THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLE D, FILL THE CAP WITH JOINT MORTAR IN ACCORDANCE W ITN STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION B. WREN CONNECTING TO A NEW PIPS USE A FLEXIBLE CONNECTOR (KOR•N•$EAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE, 7. MORTAR SHALL BE MIXED AND APPLIEO PER MANUFACTURER'S DIRECTIONS. B. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH LVFIH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. PUBLIC WORKS DEPARTMENT CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNCC KDuT 911E MINIMUM DISTANCE BETWEEN KNOCKOUTS 4B' 4• 6' 36" S• Sa 4A' 9" 47' S' 60" 6' 81 48+ B' 77 6` S. 60" 12" 84' 8" 12" 72' 12" 98' B' 12" 1 M- t2' 120" 16" 12' 1 997 12" ± 14d' IT 12' 108' 12' PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIM UM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSPy SOLID WALL pVC t PROFILE WALL PVC I 413" 24" 30" 24' 30" 30" F1" 30" 38" 30" 36' 36" 59' 36, 47 38" 42' 42" 72" 42" 54" 1.. 4ir aB" 84" S4" 60" 64" 48" 48" 96" 60" 72" SD' 48' 46' 120" 56" 11 80" A8" d6" 144' 711' 98" EIO' 48" 48" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. S•05.20) ' STO. SPEC. 9-05 t2(1 i ' STD, SPEC, 9-D5. 12P) CATCH BASIN TYPE 2 HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86°32'23"E. 98.199 FEET(NAVD88). SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. L f PROVIDE UNIFORM CONTACT. THE SURFACE ff JJf _� VI AREA OF t7fE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENt SECTION NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DFICH, OR SIDE WALK IN W HIGH IT IS TO BE PLACED HA$ BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER 70 MORTAR IN PLACE IN ACCORDANCE WITH WSDOTIAPWA 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 CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND ORK BOND 5 BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6 MORTAR SHALL MEET THE REQUIREMENTS OF WSDGTIAF^WA STANDARD SPECIFICATION 9-04.3_ 7. MCKI LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE W ITH SYANOARD SPECIFICATION 9.20.3{2y. 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS 9- FRAME SHALL BE ADJ USTED 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 BE TRIMMED FLUSH ANO REMAIN VISIBLE UPON COMPLETION. WIMS PUBLIC WORKS CATCH BASIN INSTALLATION DEPARTMENT UNLESS CTHE$WISE NDT[D- DRAWING 151JQr TO SCALE (Nr.Si STn- PLAN - 202.00 D9/28PO GAZ /2a18 DATE PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 18" CONCRETE ALL METAL PIPE 21" CPSSP', 18" STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC. 9-05.12(1) 21 PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 21" "CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE 2", 4", 6", 12", OR 24" SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR 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 ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF ONE #3 BAR HOOP FOR 6" HEIGHT 0.12 SQUARE INCHES PER FOOT MAY BE USED. INCREMENT (SPACED EQUALLY), SEE NOTE 1 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 26". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM RECTANGULAR ADJUSTMENT SECTION GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5'. 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 8• BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH 6„ STANDARD SPECIFICATION 9-20.3(2). 8. 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. BAR HOOPS 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. REDUCING SECTION 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. ",p . 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. n7: •ti6� / \`YFi� 28* #3 BAR HOOP #3 BAR EACH CORNER #3 BAR EACH CORNER 18" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 200.10 PPR D: CATCH BASIN TYPE 1L GAZ 9/28/2018 I r„euwon: aamm:o-m.. DATE BJT SURVEYED: SCAM* IM HORIZOONNTAAU N D 1981/1991 BJT D N -- MTS DRAWN: KLB ONE INCH DATU M CHECKED: AT FULL SCALE MITS IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY BJT #3 BAR EACH SIDI Yi F o PUBLIC WORKS ',1) DEPARTMENT 1 RECORD DRAWINGS AS -BUILT MTS 4/1 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 MTS 6 2 5M. PLAN - 201.00 GAZ 9/23/2018 1 PATE 2", 4", 6", 12', OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 5E��0�6 STENO Fe 61 #3 BAR EACH CORNER #3 BAR EACH SIDE / TOP AND BOTTOM ONE #3 BAR ACROSS BOTTOM #3 BAR EACH CORNER 18" (MIN. #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION o PUBLIC WORKS 01` DEPARTMENT M I RAFI 140 N FILTER FARBRIC 2' MIN. OVERLAP ALL 4 SIDES PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12„ CONCRETE ALL METAL PIPE 15" CPSSP', 12" STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR 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 ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 18". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5'. 4. THE FRAME AND GRATE SHALL 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. 6. THE STRUCTURE OPENING DIMENSIONS SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3 2 . 8. 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 MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS MOTTO SCALE (NTS) STD. PLAN - 200.30 ED: CONCRETE INLET GAZ 9/28/2018 I nim wo,k. namm�.o-.m. DATE �Y�• �Y�• Sri• �, NY/\ `-BOTTOM OF TRENCH 2' *AS DIRECTED BY GEOTECHNICAL ENGINEER. TEST PITS 2, 3, 4, 5, AND 8 ENCOUNTERED GROUNDWATER FLOWS WHEN THE CLEAN GRAVEL LAYER WAS ENCOUNTERED. COORDINATE WITH GEOTECHNICAL ENGINEER DURING EXCAVATION OF TRENCH. INTERCEPTOR TRENCH REAR OF LOTS 34-40 NTS CITY OF RENTON NAzliv Planning/Building/Public Works Dept. O N U UJ (D N Z p O LO Q I 0 o a O J ui U z O I- U LL V J Z p O O �3. TALK �F AA Syr / Cry Z 423 �TE� S �� ss/DNA L 06/21/22 J E O � �1I L N •� O V I Z) C W C N rM i QOON -0 In Q N N LO i LO a-+ N /m W 0 V a� Y c`n�l \t r No R-416621 IN COMPLIANCE WITH CITY OF RENTON STANDARDS T N �O az M O Ow DATE J U AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 6/21 /22 W pp T R I P O I N T E PAGE. GDK: (425) 455-2900 PAGE DRAWING N0: 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 1 SHEET: 21 0F: wC AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS C� G rr H O Uj N LiQ.I � Z Lq Q) 11: 1. N 114 BOLT•DCWN HOLE (TYP.) -Wg', 11 NC, SEE DETAIL AND NOTE 2 TOP {RECESSED ALLEN HEAD CAP SORE W 5W-11 NCnZ' SRATE i 4HRSIF. SECIrION I;OL-t-DOWN DETAIL SEE NOTE 2 34.19' SECTION A <> SEE DETAIL ISOMETRIC VIEW f � >✓ 7rS" Imo_ I I �,_1 Ira• NOTES- 1. THIS FRAME IS DESIGNED 70 ACCOMMODATE M'- 24" GRATES OR COVERS, 4 V1 1 SEE STANDARD PLANS ZU-10. 204.241 04.30, AND 2114.49. it �[ 1 fig• �r 2i BOLT -DOWN CAPABILITY 13 RECUIREQ ON 1 ALL FRAMES, GRATES, AND I COVERS, UNLESS OTHERWISE SPECIFIED. PROVIM TWO HOLES IN THE 1 - FRAME THAT ARE VRRTICA�LY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE SWA 1 NC X FALLEN HEAD CAP SCREW BY 314 BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF % I 2,-� BOLT -DOWN HOLES VARIES BY MANUFACTURER. � REFER Tq 5TfW PARP SPECIFICATION 3-95.15(2) FOR APQITigNAL DETAIL % REQUIREMENTS_ VNIF5SDTWFRVA5f N0n11,0RAVJIN1_, 15 NUF Td XAU STD. PLAN - 204.00 URIPUBLIC WORKS °i DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 hLl,c 4\1M, hdnlnirxar DATE n 2 1,7DIA. HOLE 20• A TOP I ,;2" BOLT -DOWN SLOT. 3I4' SEE DETAIL AND NOTE 1 1 T114- 1 I � I Sir I QLT-bQWN SLOT DETAIL SEE NOTE 1 e2a-, SEE NOTE 2 ISOMETRIC 4 NC 1 112- SECTION B 1 5M' MAK R3T SEE NOTE 2 SECTION A - NOTES- 3 17Y 3+A• 1. BOLT -DOWN CAPABFLFFY IS REQUIRED ON ALL FRAMES, WAM- AND COVSRS, UNLESS OTHERWISE SPECIFIEb. PROVIDE TWO HOLES IN THE F RAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER BLOT THE FRAME SHALL ACCEPTTHE 518"-11 NC x FALLEN 4' I HEAD CAP SCREW BY BEING TAPPED, OR OTHER 314'DIA. HOLE APPk0vF0 MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 1 f2- D U1. FLANOL€ 2, ALTERNATIVE REINFORCING DESIflNS ARE ACCEPTABLE IN LIEU OF THE RIE DENGN. SECTION C - 3. REFER TO STANDARD SPECIFICATION 9•D5 IW{ F014 ADDITIONAL REOU IREMENTS. 4- FOR FRAME DETAILS, SEE CFTY OF RENTGTI STANDARD PLAN ED4-W. UNLESS DTHERW15E NDTED, LPRAWING 15 NOT To KAEF (NT5 SM. PLAN - 204.10 V'R]PUBLIC WORKS T3Z FDEPARTMENT RECTANGULAR SOLID METAL COVER 9/28/2018 I :.-i:iiww xamwsirxa DATE OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 10' 2' 2' a d. a d O SIDEWALK ° d .`SIDEWALK ° d d d Q. I I D4cuSign Envelope ID. -BEE CF5l36-6G2A-4E4A-B436-A317AA638878 a I FLOIY [Ell0 - GLIFRLL Ttl 9YREAM � �I1MP MO POLLLITRNf5 MAILBOX CLUSTER STREET (PLAN VIEW) UNIT TYPES TYPE DIM. "A" DIM. "B" DIM. "C" DIM. "D" PEDESTAL „ „ „ „ TYPE IV 62 1 /2" 45 9/1 6" 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" 10" 4" 9 5/8" COLLECTION BOX UNIT (CBU) DETAIL NOT TO SCALE BOLT -DOWN SLOT SEE DETAIL AND NC TE 1 TOP m M' RECESSED LETTERING ISOMETRIC 24• r4E11L1ALSPACr8-j [-4EOUAL-SPACFS-j 1 SW MA%.J SECTION A 712' f4 5rw I I BOLT-DOVM SLOT DETAIL SEC710N B SEE NOTE, NOTES: 1, BOLT -DOWN CAPABILFFY L5 REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE 7WO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 51S"• 11 INC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER, 2 REFER TO STANDARD SPECIFICATION 5t&15(2) FOR ADUFNONAL REOUI REMENTS. 3 USE ONLY IN SA0.4 ON VERTICAL CURVES. A. FOR FRAME DETAILS, SEE STANDARD PLAN 204.D0_ UN LESS OTHERWISE NOTED, RRAWJNG IS iJOT Ta SOAEi (rerSl STD. PLAN - 204.30 y PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL PR ¢ DEPARTMENT VANED GRATE GAZ 9/28/2018 1 n.ci. N„nsnini••5iio:. RATE HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86'32'23"E. 98.199 FEET(NAVD88). 1 RECORD DRAWINGS AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 REVISION :45 AN CURB »X„ 17„ 1 „X„ 12 5/8" 17" PEDESTAL D4cuSign Envelope ID: -BEE CF5l36-602A-4E4A-B436-A317AA638878 ISOMETRIC 24" 7 R 19 TION F FLOW S 1 DIRECTION OF FLOW 1 51B" MAX. J SECTION A MTS 4/15/22 BJT I SURVEYED: MTS 6 21 22 BJT DESIGNED: MTS DRAWN: KLB CHECKED: MTS BY DATE APPR APPROVED: BJT OE oDe o z❑ o,o oa❑ on O© D,s o❑Q o0 oQQ o,s O 18 13" pp p A2P O' TYPE IV (FRONT VIEW) "31" "X'l� 12 5/8" 31" PEDESTAL WA -12 7/8" 17 5/8" Notes: �3" 1) Certified by U.S.P.S. to all performance specifications of 16 3/ U.S.P.S.-B-1118-E, Cluster Box Unit 7 (CBU) 2) Constructed of stainless steel, aluminum, and corrosion resistant B» components 3) Parcel components prepared for U.S.P.S., provided 306P lock. »D„ 10" 5' CLEAR WIDTH 4-1/2" DIA. - ANCHOR BOLTS -28 1/4" BUTYL RUBBER PAD 1.75 MATCH EXISTING GRADE SIDEWALK 1.0' MIN. ° a fir; ° ' a a, ° d a ° a e. nc 4 RODS AT 1 O.C. MAXIMUM. EACH WAY OPTIONAL COMPACT GRAVEL OF--' CRUSHED STONE (OMIT WHERE (SIDE VIEW) SOLID ROCK OCCURS) 3.5'X3.5'X 1.0' THICK MAILBOX FOUNDATION 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. I I I BOLT -DOWN SLOT, 1 1:2' SEE DETAIL AND NOTE 1 ` �" 1 1;4' I �f I �TTB•I TI i I sOLT-001II'rI SLOT DETAIL LETTERING z°. SEE NOTE 1 SECTION B NOTES: 1. BOLT -DOWN CAPARILFFY IS REQUIRE1? ON ALL FRAMES, GRATES. AHD COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGN DO WITH THE GRATE OR COVER SLOTS. THE fHAME SHALL ACCEPT THE 518"-11 NO x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER 2 REFER TO STANDARD SPECIFICATION 9-M.1N2j FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME OETAELS, SEE STANDARD PLAN 304.00_ UNLESS DTHERVASE RDTTD, EMAWJNG 15 NCTTO SCAEi (WSJ 5TD. PLAN - 204.20 PUBLIC WORKS PH DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 1 G ui.. u„nsxcni..5io:. RATE SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL. NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M .45 AN • CITY OF RENTON • Planning/Building/Public Works Dept. �J. TALK �F WAq N U U N Z p O LO Q I T 0 in Ld_ O J LU Z O U vJ CO Z p 01 O al= / Cry Z ss/ONA L 06/21/22 E V i U1 � O � •� 0 C LLB C � N M < 00 N -0 C: M N t >` C O LO 4-7 N N /M W U CID R-416622 V/ IN COMPLIANCE WITH CITY OF RENTON STANDARDS T N �0 LL mz W 0 Ow DATE: J U AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 6/21 /22 W M T R I P O I N T E FlELD9OOK: (425) 455-2900 PEE DRAWING NO: 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 SHEET: 22 OF: wC N N O N Lo - ai E OD a I rn N L= a) L= c a) N i O O O N Z Lq Q) a: CO SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE r- MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL Iq CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. O2. 0 THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE FEDERAL PERMITS PRIOR TO CONSTRUCTION. THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER T 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. Q ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM, RENTON MUNICIPAL CODE (RMC), AND THE STANDARD 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY W SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL NO ADDITIONAL COST TO THE CITY. SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION WAILS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO REGULATIONS (RMC 4-3-050). CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL IS IN PROGRESS. BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE BE MAINTAINED BY THE APPLICANT. CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER RENTON SWDM. U) AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER C IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT G DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH rr APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE Q IF A CONFLICT EXISTS. PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 LL 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT O 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE J CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR J OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. L1J IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE DocuSign Envelope ID: 3B1 B34D3-7EOA-476C-ADB3-4329FFEOC108 ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE: RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE 1/2" LETTERING - BOLT HOLES - 3 PLACES EQUALLY SPACED 120' APART ON 23 1/16" DIA. B.C. (1) 1" DIA. PICKHOLE oI nu uicw 11/4"LETTERING 25" DIM. 3/4" 2" I 8 3/4" (TYP.) COVER SECTION VIEW 6" - 23 318" DIA. CL OPEN 27 5/16" DIA. 34 1/8" DIA. FRAME SECTION VIEW AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8"-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/8" R1/8" GASKET GROOVE DETAIL NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. UNLESS OTHERWISE NOTE D, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 204.50 .N%_y1L PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PUBLIC) artin Pastucha$/13/2020 DATE SURVEY DATUM HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86`32'23"E. 98.199 FEET(NAVD88). OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON7 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. 5. 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. 8. CLEAN OUTS ARE REQUIRED FOR DEPTHS OVER 42 INCHES. YARD DRAIN STRFFT CATCH BASIN (TYP) PLAN VIEW PLANTER STRIP SIDEWALK R/W - - -- -- --- CURB 0 R/W n ELEVATION VIEW LOT LINES (TYP) YARD DRAIN WITH STUB OUT FOR ROOF SOLID DISC COVER AND FOOTING DRAIN CONNECTIONS (TYP) TYPICAL LOT PLACEMENT YARD DRAIN CONNECTIONS NOT TO SCALE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 1 8:48 PRIVATE ROOF DRAIN COLLECTOR PIPE: 6" DIA MIN. ROOF DRAIN STUB WITH CLEANOUT (TYP.) 6" DIA MIN., LOT LINE, TYP. PRIVATE TYPE I 5' MIN. CATCH BASIN 0.5 % MIN. SLOPE, (TyP) 2 FT MIN. COVER HOUSE (TYP.) I I I I I I X MIN. PRIVATE JOINT SD ® `\SD SD SD UTILITY EASEMENT CURB, SIDEWALK ` CITY STORM DRAIN (SD) SYSTEM 5' MIN. WIDTH R.O.W. LINE PRIVATE STORM DRAIN (SD) SYSTEM, 8" MIN. DIA. PIPE, SEE NOTE 1 ROOF DRAIN TO CONNECT INTO CITY CATCH BASIN (CB), MIN. SIZE TYPE I CLEANOUT, TYP AT EVERY 90", OR 2ND 45" BEND, AND AT 1 00'MAX. SPACING ON STRAIGHT SECTIONS NOTES. 1. SEE STD. PLANS 220.00 AND 220.10 FOR PIPE MATERIALS AND MINIMUM COVER REQUIREMENTS. 2. THE ROOF AND FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED. 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, SIZED FOR 25-YEAR PEAK FLOW. 5. PVC PIPE MUST BE SDR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM D3034. 6. PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR. 7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. 8. AREA DRAIN WITHIN CRAWL SPACE IS ALLOWED TO CONNECT INTO THE STORM DRAINAGE SYSTEM WITH THE FOLLOWING CONDITIONS: A. THE CONNECTION IS TO BE TIGHT LINED A MINIMUM OF 10' OUTSIDE OF THE FOUNDATION, AND IN NO CASE CONNECTED UPSTREAM OF THE FOOTING DRAIN SYSTEM FOR THE HOUSE. B. THE AREA DRAIN MUST BE ROUTED THROUGH A SUMP PUMP SYSTEM PRIOR TO CONNECTION TO THE PUBLIC STORM DRAINAGE SYSTEM TO HELP PREVENT BACKUP DURING SURCHARGE CONDITIONS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) • STD. PLAN - 225.00 PUBLIC WORKS TYPICAL PRIVATE S10TORM DRAIN SBedby: 8/13/20 DEPARTMENT COLLECTION SYSTEM ti ayyr)ppn Pastucha DATE 1 I RECORD DRAWINGS AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022 NO. REVISION MTS 4/15/22 BJT SURVEYED: MTS 6 21 22 BJT DESIGNED: MTS DRAWN: KLB CHECKED: MTS BY DATE APPR APPROVED: BJT UNDISTURBED NATIVE VEGETATION UNDISTUREED NATIVE SOIL 3"-4' ARBORIST WOOD CHIP MULCH, SfF STD. PLAN 262-90 3"OF COMPOST I NCORPORATE➢ INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9 5, FOR A SETTLED DEPTH OF 87 SUBSOIL SCARIFIED 4' BELOW COMPOST AMENOEDLAYER (12" BELOW SOIL SURFACE) T-4: ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 252-M 15" IMPQRTFID TOPSOIL MIX iCOMPACTED DEPTH) SUBSOIL I8 SCARIFIED 6' BELOW IMPORTED TOPSOIL MIX PLANTING BED57UNDISTURBED UNDI$TURBED TURF (LAWN AREAS, VEGETATION, SEE NOTE T SEE. NOTE 1 13RA55: $FED OR $00 UNDiST-URBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF' (LAWN} AREAS �I{��li �i�Mkl�'1��►��I.i�M,Il;ifll�.lil� 4" GRASS: SEED OR SOD N U 1. T5" OF COMPOST INCORPORATED INTO 6.25' OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5-, FOR A SETTLED DEPTH OF B-) SUBSOIL 51;ARIFIED 4' HELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR SITOCKPILE AND AMEND PLANTING BEDS TURF IiAWN) AREAS f=11 PUBLIC WORKS DEPARTMENT A. CLI:A"out. TyP. � A i CAP, AND YVHERE II - CLEANOUT IS T PAVEMENT; 11101114110 11 a - COVER PER IFOO A2a7 OR EQUIVALENT CATCH BASIN -AREA DRAIN I• TEE I B t' NrH - • ( 46, BEND a 5 .... �ERMANENT CAP OR CONNECT PIPE PRIVATE. JOINT USE UTILITY WFM #1 __ /� � as WYE -. .- .., TEE, CRO.SS.OR l5" WYE A7 BENDS 11 k CLEAN -OUT WITH 1 PERMANENT CAP CLEA14OUT DETAIL CATpi BA91N - AREA DRAIN SECTION A-14 ALIGN PIPE TOPS- OR PLACE ROOF DNAIN HIGHER. 3'MIN. � �� VARIES ) 2,vmI FVVER rNER COULEGTLIR LINE TEMPORARY CAP ON END OF ROOF DRAIN STUB. MARKED BY 7x4' STAKE PLACE CLISAN CUT AT 3W MAX- SPACE, AT W BENDS. _' EACH 2ND 45" BENC. SECTION W PIPE ENDS NOTE: MIN PIPE S1U WO PIPE MATERIALS ALLOWED: PVC, LINED CPE, TEMPLE WALL P'DLYETWYLENE. DI IIF NEEDED FOR STRENOTH)- Y_ O� TYPICAL PRIVATE ROOF DRAIN PUBLIC WORKS u 1}EYARTMENT COLLECTION SYSTEM ivTO CROSS SECTION 0 1 8: SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1g83/1gg1 DATU M M. PLAN - 225.10 MAkc11 : C008 CITY OF RENTON Planning/Building/Public Works Dept. OPTION 5 - IMPORTED TOPSOIL GRASS; SEED OR SOD NOTES' 1. AREAS CF NO DISTURBANCE TO HE FENCED AND EXI STING VEGETATION AND SOIL TD BE PROTECTED FROM CONSTRUCTION IMPACTS. 0"IMPORTED TOPSOIL MIX (COMPACTED GENERAL NOTES: DEPTH) 1 TO MEASURE SETTLED DEPTH. WATERSOIL - SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2- COMPOST TD MEET STD- PLAN 262.613, SCARIFIED 6" BELOW IMP'DRTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED TOPSOIL MIX TO BE TO 654E OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIRSMENTS. UNLESS OTHER WISE ROTE ❑, DRA W INC IS NOT TO WALE IN TS: STE). PLAN - 264.00 PPP D; SOIL AMENDMENT SECTIONS GptZ 9I2812418 I �..,. ,............-......... 1`AI T rn� T Z Q 0. NM �3. TALK �F WASJ// Cry Z ,p r1423 p �� Fld / S T F.��` s"UNA L 06/21/22 V E O • ..ww YI L O •� O p- 0 C LLB cO c N M a' oN Ol N t 4 L0 >` C LO 4_7 N N /c�v W rO, V � r Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS T N �0 az LL m �0 Ow J U AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS DATE 6/21 /22 W m R I P O I N T E FIELDT OK: (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 PAGE. PAGE. DRAWING N0: BELLEVUE, WA 98008 SHEET: ^^ oF: wC AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS DocuSign Envelope ID: A9707D3B-AOEF-441 F-8140-2CDB48E878CA $IR O 11 0 Ld U) H O J Uj • M CV CV CD (V \ Ln N 9) C� a I CV i W CD CD CD cV Lq a L� 417 MSED F-DGE DETAIL ' $OEINAL I( LEVEL �J 1R' WFENDHIDEWA►KINAu>WOM I.-Cr 1'-ff ]IE'pN}vR6MQl6ED JQrFli flu.E7e 1YT ON$iL I MM m INCWDE RMD EDGE 111'Yrn`ICLLwEMMHEK EDJ001uF ROU ING 2.01E .y .I 1 1i2' (IKj R {rYP 1 PON CURB QERAILS ■ ■ • r :■ 141 1- F95TING ROJ�WAY CRUSHED ROCK B4Sma, R•.A 1•- SEE R/VSE."7 11. VDEWALR DETAIL -THL99HE TYPICALIIZE'R CRU9rED"FACINGTOP COURSE (C3TCj AM SICPUT 'Ff MN91DEDGE 1UNLEW 1REQUIREM� `Elw Hp� k�UCrQ4 WITH R,41SE0 EDGE EMOINEERj TYRG,L UMXR ALL CUR&, 1rr {IN] R. TTYP.1 OU'RER b F90FIN 1K CSTG UNDER 1 FDRCURB DETJNRa CURB& QVTT6 R TO BE Q' TnOoipas 9R F.' iaATGH E74&TING RdABWAY GRUTiIED RDCIC 5N pR' J Y ..� FO STOCUI F1.Ar1 10t sx 1•{rcR :�.:-' i•' ,.r.T-.... J BASE, HhN1S GREATER OWf A {7R 9UT gyp. r ALL CURB 8 flIITTERI -- 1 FINtSHECI GRADE I -CIµ} BELQW TOP OF CONCRETE StktFACE r' Q SIDEWALK ADJACENT TO CURB 1, 0• 1 D• MIN ftctl Dt+'7G lrlr {NMI FL "I ] 0% } FOR CURB DETnf-s _ 1 6% '•'• SEE STr7 PLAN 101 �a BRIDGE Oft PFDE$TI;1A1t`;y�'' ~ RAJ MG SHT" •� PDR GURO iIETNLS ADJACENT TO CURB MRRlER -SEE BIDBWAUI SEE STD RAN lot C9TEEP FILL kopES7 GoNTRArT KANs�NAl1 DR BARRIER Fj I IrrIWyR.I"RYP.j .f FLUSH r I S40EWkJ[ 1-VK Ire Nj R .WF ON)PREMOLDED raNT f■JFR ADJACENT TO CURB AND RAILING OR WALL (IF P JCLNT FILLER TREATHE DUFFER&4RIP TREATMENTBIOEWALK SIDEWALK ADJACENT Tp wAI,L EIETAIL a MEN {SE: r; NQTT; pt9 SECTIONS 1rF {INN A. TOR CURB DETAILS * 1 sMrN. SEE UM PLAN 101 + � � $ROOMED F1NL$F{ T OR M5Trff EX157Iwa 3 TROWEUT PER IWTER FINISHED GRADE I" pR1 BELOW TCP OF CQNC RE M 9 SDRFACE FOR PLANTiRG - FLLl$H IF PAWED jd•u �•"ir j �y CEMENTCONCRETE CURB ADJACENT TO BUFFER STRIP �r ts` / \/•]' F OR �� R 940VA.1 DETAILS SFi SRO PUW iil1 NOTES 1!B• TO 19` 1. rMt Net of ft sidewalk Width shalt f� F F } . • be e minhia knUm padesn � JOINT accassmi9 rolL[P , "I�. he@ of yEJrti�l ` � r th',r •�}•� �,. MFWKK ONLY aDd horizon>el obsVutllona- Ci1r�11rlgs, rt ��'� _ �: � Y • r Accass Core. Juricbw Boxes, FULL -DEPTH F_7wAF19r0H JOIM UJ atlgTi Capra Veulfa, Pull BDXec arld alher eTAR9 ANO S UEWrLIt (sE[ 17DIIA T ieLJI aPRunenances wkhin Me sidewalk r ve C COlVFRl4C11QN JOINT muss t>e IWIN with FUrlsDe, ane match �.' grade of the skerraik.-f JOINT AND FINISH `` •.., DETAIL ' 3 MonohtWc. Cement Convene Curti and r �� `• Sidewalk Is net permitted In n■w For Glher referenced NOTES See A * ' •+ � ,• oansuuction, When "iKem■nt work • necesellates a Mondlthlc STD PLAN 164.2. Cierlapt ' Concrete Curb build per 4WSOOT PREM Standard Plan F-34.1"1 JOINT FILLER PaVtrd surtaces must comply with 3. CJOn[rete Le be 4.DDD PSI. STD PLAN 102.1 $s appiicable. E FULL -DEPTH EXPANSION JOINT w • PU>3I,fC WORKS CEMENT CONCRETE M. PLAN 102 DEPARI'MENT SIDEWALK � C��1 � 17 ,t r v ' CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) CEMENT � DEPRESSED MONOLFMIC CONCRETE CURE & GUTTER SIDEWALK w (SEE DETAIL THIS SHEET) TYPE C26 - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) FACE OF CURB SEEQ SEE DEPRESSED CURB DETAIL CONTRACTION JOINT 81r2' ON TH159FFEET 1, WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET. CONSTRUCT A STD PLAN ID2 $ FULL DEPTH EKPANSiON JQ[NT WITH 318" JOINT FILLER Itt^R TOP OF ALONG THE DRIVEWAY LANE LINES (SEE STD. PLAN 102). r' I ROADWAY CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN d DRIVEWAY WIDTHS EXCEED 3U. y + • atl _ 2. SEE STD. PLAN 102 FOR SIDEWALK DETAILS. • ' • 3. CURB AND GUTTER SHOWN, OTHER CURE DESIGNS MAY BE SPECIFIED. SEE STD. PLAN 101 FOR CURB DETAILS. 4. STREET STANDARDS = RENTON MUNICIPAL CODE (RMC) NOTE: DRIVEWAY LONGITUDINAL EXPANSION TITLE IV DEVELOPMENT REGULATIONS JorNTS SHALL BE FULL DEPTH CHAPTER 6 STREET AND UTILITY STANDARDS DEPRESSED MDNOLTTWIC CURB E GUTTER DETAIL SECTION 4-6-060 STREET STANDARDS DRIVEWAY STANDARDS = RENTON MUNICIPAL CODE (RMC) TITLE IV DEVELOPMENT REGULATIONS CHAPTER 4 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS SECTION 4-"80 PARKING. LOADING AND DRIVEWAY REGULATIONS FACE OF ADJACENT CURB V. 5. THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE ELEVATIONS AT ALL POINTS MARKED WITH SYMBOL "X". ALL ELEVATIONS ARE AT THE BACK OF CURB TOP ON UPHILL SIDE. ' 1 R. UTTER SURFACE h U. FIXED OBJECTS {NCLUOING STREET TREES AND STREET LIGHT POLES SHOULD NOT 9E LOCATED CLOSER THAN 10 1" R d a FEET FROM THE DRIVEWAY EDGE. a b , • t+ • P . 7, FOR (DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE NOTE 10). THE EXPANSION JOINTS (SEE STD, PLAN 102) SMALL BE SPACED AS SHOWN IN THE CORRESPONDING DEPRESSED CURB DETAIL ISOMETRIC VIEW. AT RESIDENTIAL DR COMMERCIAL DRIVEWAYS, AND ALLEYS 8. SLOPES SHALL COMPLY WITH THE REVISED DRAFT Driveway Example: TYPE G1 B GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY JULY 26.2011 ` R=Resldenilal, C=Commernlel Jj Number of Lanes, 9. CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAYBE (MAX--4 Lane Commerclal) APPROVED ON A CASE-SY-CASF_ BASI$, B-Buffer (Planting Strip). Blank -No Buller CEMENT CONCRETE DRIVEWAY STD- D- P- LAN 104.2 PUBLIC WORKS ENTRANCES - NOTES AND DETAILS APPR + * DEPARTMENT DATE SURVEY DATUM OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N-, RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON T7 La M X p•'1Z v a� U30 =IMC oL4Z rn zo ME STIL Orr: iri4,51-01 F40 POST P67ALLAX* W TM S TYPICAL INSTALLATION BID ITEM (INGLIIDEB SIDEWALK RAMPS) U MIN I VARIE6I5EE NOTE ri a' MIN (BEE NOTE 8} (BEE NOTE 8) 19 LF CIFPAV$D I DRIVEWAY REQUIRED 30W E.XPARAMN JORJT [r4p.l CEMENT isEE STD PLAID 1D2S CONCRETE SIDEWALK Lr g SEENQTES q� � � A m CCeTr1RU.TIQN. JOINT RAMP WITH 12H:tY SEE NDTI@t DRIVEWAY GEMNC ENT CONCRETE CURB &LArrTER SLCiP'E ITYrt.} APPR4Ai.TT (SEE NOTE B) 2f8- GO NTT7ACT ION JOINT {TYP.1 15EE STYA PLAN F02j PLAN VIEW 516EWUKa - RENniN ,4TACCN915TENT SLOPEWITH ►WACFNrSIMWALK. PROVIDED ITIAT'AiEMAX CROSS VARIES` SLOPE ON THE DRIVEWAY APPROACH IS NOTEXCEEDED (SEE NhTE,Dy OTHERWISE. SLOT'E SHALL 9E 8.2% MNL SFE.N&M 11 {TYP ) CCRUSHED SUFRCEINGTOP COURSE WMIN [TYR) CELTENT C GNCffiE {CSTC) OCIMPwCFIE TFO TO 95% MODID S`MIH SIDEWALK PROCTOR {UNLESSREOUIREMENT !IW EXPANSION JOIr4T (TYP.I WALVED BY ENGINEER) TYPICAL WDER (WE 5TD, PLAN 1921 ALL ORIV1TWAYEN7RA4CE DEPRESSED CLI GUFT i9EE NorE a) SECTION 1n• R CTtP I sIDEr+ALx Wllmi 1M DIFPEREtYCE IN SLOPE MAx DRIVEWAY Wf E 3LOP'E ISLCPE SHOWN EYAGYIERATEP t 5% tnnty DRIVEWAY 5'MIN 1-M■. �• CFy 4 r L DRIVEWAY WI RELATIVEIVf� • SE ON I B 1 NEGATE SLOPE [ �1 SHDWN EXAGGFFP.TED1 CEMENT CQHCfiEit SIDEWALK I 4 + PUBLIC WORKS DEPARTMENT l HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT N0. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86°32'23"E. 98.199 FEET(NAVD88). CEMENT CONCRETE CURB & GUTTER (SEE NOTE 31 TYPE R1 B - ISOMETRIC VIEW (RESIDENTIAL. WITH BUFFER) FOR NOTES STD. PLAN 104.2 CEMENT CONCRETE DRIVEWAY STD PLAN - 104.3 ENTRANCE - TYPE R9 B AI?PROVED: 1 IRECORD DRAWINGS AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 NO. REVISION rONT FHWA C2U 0 ve'IFY - - C L LJ M3 1KH 9 R RWV5 1-� 71 0 op I_ MTS 4/15/22 BJT S1 RHO: MTS 6 21 22 BJT DESIGNED: TS DRAWN: KLB CHECKED: MTS BY DATE APPR APPROVED: BJT NOTES: 1- SIGNS SHALIL• BE WHITE LETTERING ON GREEN SACICGRIOUNO WITH A 0.3- BORDER, DOUBLE SIDED_ 2. SIGN BLADE SMALL HE 8' EXTRUDED ALUMINUM. TREATED, 0-080 GAUGE. 3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC UR APPROVED EQUAL 4. LETT-ERING SHALL BE CUR FROM 3M ELECTROQUFT (EC) FaL#1$EMES 1170 OR APPROVED EQIAAL. 5- FONT SHALL BE FHWA C20DOFX UPPER AND LOWER CASE PER SECTION 2D.43 OF T11E M.U.T.CZ. 6 POST SHALL BE MINIMUM OF 2'Xr SQUARE TUBE. SEE STANDARD DETAIL GW8.3 FOR INSTALLATION DETAILS- "BAND - OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRIE MIN, T( 5/16 x2- I J2.. GALVANIZED BOLT WITH GALVANIZED WASHERS. a T P Of ANCHDR LOWER SQUARE Tj as ' C W FINISHED I e ^m a¢ G 4 N t 1 UNE ;r y Z - La VIM - a } 7 NOTES 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASF CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARF ASSEMBLED. 2, A 2- (IN) POST WITH A 2 1/4" (iN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE 5U85TiTUTEI]. SEE CONTRACT PLANTS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMEN7S 4F WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28- EDGE OF TRAVELED ROADWAY 30�-•p 90 FOR REFLEGTORIZED SIGNS: MOUNT FACING 3•(degr-ee) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION . s n• i • Y e SIGN POST 'v 9 • .a u • • • LOYtER SIGN 54/16' (IH CORNER BOLT POST SUPPORT qie 3J8" (IN) FLANGED SHOULDER BOLT WITH NUT AND WASHLRS - 2 REQUIRED (GYP,) 9ULT STQP FOR IGN POST TYPE ST■4 SIGN SUPPORT LOWER SIGN POST SUPPORT - 2.25" (IN), 7-GAGE, HOT -DI �IA Mk HEAVY-DUTY ANCHORP CALV-, COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE + PUBLIC WORKS METAL POST (DEPARTMENT (ADOPTED) STD. PLAN- 129 CONFIGURATION ON SLOPING GROUND DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL CLEANOUT PER STD. PLAN 226.00 10' MIN. LEVEL TRENCH WITH PERFORATED PIPE, SEE NOTE 1 5' MIN. I 5' y MIN. _ o I A � I(7 � I CLEANOUTPER STD. PLANN226.00 TO STORM DRAIN SYSTEM ____I FOOTING DRAIN BYPASS D I M' 5 MIN. MIN. CLEANOUT PER STD. PLAN 226.00 TO STORM DRAIN SYSTEM DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL ' 10' MIN. LEVEL TRENCH WITH I PERFORATED PIPE, SEE NOTE 1 „ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J CONFIGURATION ON FLAT GROUND PLAN VIEW OF PARCEL COMPACTED TOPSOIL OR OTHER CLEAN FILL NON -WOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDOT SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 - \� _r � tt/ 6" MIN _� + � o 0 18" MIN. UNDISTURBED NATIVE SOIL 6" DIA. MIN. PERFORATED PVC, SDR 35 PER ASTM D3034 N U SOLIDS/ LEAVES U N `(7 O O FILTER SCREEN /D 3/4" - 1 1/2" WASHED DRAIN ROCK / -7 U OR GRAVEL BACKFILL FOR O (�(lr 0 O DRYWELLS PER WSDOT STD. 2'-5' TO SPECIFICATION SECTION 9-03.12(5) GROUND CDD\ O - Q - 24" MIN. Ln TYPICAL DOWNSPOUT Q T MIN. V ABOVE SEASONAL HIGH FILTER DETAIL , GROUNDWATER TABLE SECTION A NOTES: O J 1. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35,000 SF OF NON-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF. U GENERAL NOTES: W 1. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION CONTROL PROGRAM (UIC) FOR OTHER TYPES OF RUNOFF MANAGEMENT. i 2. IMPERVIOUS AREAS LARGER THAN 10,000 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35,000 SF MAY REQUIRE LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER. O 3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. ,• PUBLIC WORKS DEPARTMENT SCAI N/A HORIZONTAL- N D 1983/1/1991 CITY OF RENTON ONE INCH DATUM • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 U UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) T STD. PLAN - 263.40 T PERFORATED STUB -OUT APP M 11/2/2'20 Martin Pastucha I M CONNECTION 84 FD98B449D Publi... DATE ( J c Works Administrator U LO T :,:TA 'A A Sy/ G' S T' ss/0NA L 06/21/22 V C O �rI � L in : t •� N 0) 111. C W C: N rM i a00N M -0 O1 Q� N i L0 a-+ N /c�v W r0' V Y N r R-416624 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CO N �O az L M O Ow DATE J U AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 6/21 /22 HApp T R I P O I N T E FlELD9DDK: (425) 455-2900 PAGE. DRAWING NO: 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 SHEET: ^w GF: wC �O TREE INVENTORY / CLEARING PLAN OF N .. w� �.� F. TT FARMS � � A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. Q - - CITY OF RENTON, KING COUNTY, WASHINGTON W _PROPERTY � ��___ LINE RECORD DRAWING PER 3SEAI �21 687r PER 93p5aSEM NT \ -- CLEARING \ 1s' war �373j8 , \ \ LIMIT \PER g/MS28p VA S PWA ER 970 gSENr \ �\ Q/1 C ~!�! \ 71 1 S28°663 \ \ \` �\ 1 - 30 0 15' 30' 60' 14 s M��169I X , OI H WAY SE p \ RAC � WATE ' EA EM ENT \� PER 2806 �217 SF �� — . • d r1 2T219 SF C)- / y 3 \ER \_ — ��QQ — 2217 SF — i —� — — __ �— — a:\� �_ , •a DEC U 8inX3 — � / / I •'_�\ 1 4 I 2240 SF 45 22, 9 $F I ; I TRA T C 3955 SF a 6 I I OPEN SPACE P. SPAC T- 2112 SF 44 3 7 s . to II g \ 2678 D $" ` 17 2240 SF 18 J 2407 SF s I I .:, 2157 SF I I •^ I I I I ,py •�' 350201 43 ' < • -- -- b• I 350202 ALDER 15in 2354 SF 350 �_— I I __ in 42 20' � � I 2150 SF #.... s 36 10 a: %4. 17 • a LE m X2 I 2240 SF 2406 SF r \ 6 50707 350719 41 / / \ \ \\ F MAPIL 6in I ; I ea I 256 7 SF TRACT ONIFER 18"& CONIFER 28 i ' / \ •/ 35 538 I I OPEN SPACE `' ALDER 2302 $F 350626 MAP X3 \ °... I 50 18 ALDER 12in \ e . _:. Co ER 22" I 40 TRACT C \ AL D ".:;:..:......":..::._ ._ _ 2302 SF 35os2s n39 \� ALLEY p ALDER 8i I -- \ ALDER 12in 3536145 SF / \ \ II I LS \ 0727 350623in ALDER 12in i 3 ' 3505 \� 11 I I I I. \ \ \ I 2240 SF I 16 _ \ 11 350728 ALD 6° ALDER 12i ALDE620 i/� EDAR gin ALDER 10" 350620 3 1 `� \ \ I I • 2406 SF I I • . Q 28470 SF 1 350619 ALDER 6' D 6in a. 350729 A ER 12in X2 \ O ALDER 8" :F ALDER 10in38 \ 510 350730 � ° ALDER 6" 35061 \ I I C R 46in \ r. 3sosls 2438 S� \ -- \ 350731 AL 6 n ALDER 6in \ ALDER 6' 350646 _ ::.:. :::'::::: ALDER `` 05R. 6in \I I 2240 SF a:. I —t: — I 350614 ( \ 12 15 \ \ ALDER 15"350645 \ 12in \ — AREA OF EXISTING ALDER 10" 2263 SF a 21 CONCRETE FOUNDATIONS_ —� �� ALDER 10 ��iACT F 0613 37 i i I I \ ALDER 12in 22445 SF \ L I I I I 2847 SF TO BE REMOVED AND AREA — 7 1 350642 / 350 3 \ \ — J ` ALDER 12" ALDERQEN SPACE RESTORED WITHOUT USE J 350644 350637 / , OF HEAVY MACHINERY \ ALDER 8" 1 ALDER 12" I 14 " — SEE CIVIL \ 350756 350635 / . 1 3 I I I ` FIR ,J ` \ 3506 ALDER 12" \ 2331 SF ' I 2390 SF W � 1-35&}5 \ \ ALDER 12" 350634 CLEARING 36 � DF limos B� 350639 ALDER 10" LIMIT I ' ` 2445 SF MAPL — / �50 �35@75�� \\ \ ALDER 13" 350640 �� \ 17i -- \ a 22 �— \ \ -- -- / / 2415 SF X ��07 O ALDER 13" — — — • — — — a CC) i > ALDER 15" I \ \ 35 <c �' / a..= CJ LLJ �i35g7i£/� 350649 2296 $F \ \ ^ a a.:. .. q . . q - (Y • o m , CEDAR�- �� --35s3 53� 350758 \ I \ . 23 _ L: 3�0�0 CEDAR �1 �RACT H , , 2852 SF MAC MP 1 " 350802 CRITICAL AREA \ 34\ c� c c�i — -- P ��7 \ \ E} 1 ,. 350792 FIR 15"= > \ 2458 S — a + -- } ° /3071 Al CEDAR 18" 350680 \ / d• C� Ci <C MAA�" \ `'^' ��" 1 350794 HEMLOCK 14" / ° ACT E ` 3 7�8 MAPLE 36" I 350679 — F}# 2 \ \ 350653 / 350677 ALDER 16" \OOTT 33 \\ EDAR 14 I FIR 8" 350678 / O \ 7C1� 35 �E 36 / ALDER 14" X2 � 35 CEDAR 16\ 350663 I 350675 C141I CD 3507 3 0 1 5 7 350799 \J ALDER 11'• 350676 N E\ 1 R 2 ALDER 10" X2 ALDER 14" FIR 6" 350662 ( 350672 \ MAPLE 8 i I I 5 7 9 O ALDER 12" ALDER 6" I C�D R 1 I I 350655 C14/ I I I I C D 0 CEDAR 36" O ALDER 411" X2 ALDER 10" I I I I I \ \\ I\ I I Ln 350� I 5�7 4I I/ 1 ALDER68o I ` I 31 \ I \ I I MAPLE 10'X2 E , 1 / 350665 33 32 �3�0 29 28� E / I 1 \\ ALDER 12" X3 3091 SF 2782 SF 2651 SF �$46 5F x 326M SF 3soas2Zi6� $F 26 /� I O 50656 350661 350674 \ I�vAPL� n X4 MAPLE 15in 6— �445 SF 25 2 / / //1 I PLE 42 O ALDER 6" 350673 ALDER 10" \ I I / I 350469 \� \ \ 2396 SF 3145 SF I ALDER 12 \ j I I 350 66 MAPLE 15in 1141 g ! I I 350666 50667 TRACTS �/ / MAPLE i 33�470 0 I3 0757� f l l ` 350660 ALDER 6" ALDER 6X2&10 \ \ OPEN SPACE 350 6 MAPL Oin \ l } MAPLE 6i 350471 \ 3 I I FI 1" \ 1 CEDAR 11" \ x I \ __ __ l \ �_ -- \ '� 1 • I I I I I � \ � �+•� 350692 \ � — MAPLE 12inX2 6i \ ` I 4 0 ] ALDER 10°� rn 1 .... ....... ........................ ...... j PROP LRTE I l I l I l \\\ \\ \ I \ ALL TREES TO BE RETAIN�D IN�TRACT H \� / 891'/1839"E 675.1�Q' \ _ \ \\�\\ \ \ ,/ v"�4 \ I Pf OPERTY O 0 . / \. \ LMTS mp) L 5' LIME SI NIFICANT TREE LEGEND TREE RETENTION NOTE: n D o CONIFER TO REMAIN CONIFER TO BE REMOVED ALL EXISTING TREES IN DEVELOPMENT AREA TO BE SUS: scALE: V NO REMOVED FOR INFRASTRUCTURE, HOMES, AND SAFETY. HORIZOWAL. HAD 1983/1991 CITY OF N �-� DESIGNED: o { O } DECIDUOUS TO REMAIN DECIDUOUS TO BE REMOVED DRAB TCR[;%RlRENTON o �,�VEY pAnJM 7 RECORD DRAWING AS —BUILT TCR 5.27.22 JMV TCR ONE INCH SOURSIGNIFICANT TREES OF SIGNIFICATREES I WRWIK wm �L a m DATU M N HOMMILW11UI11SIMDIN991)PERCI1YCF VFRIMCAWFOR 116511E 6 REC EQUIPMENT and MONUMENT SIGN JMV 4.19.22 JMV CHECKED: AT FULL SCALE W / IDMCrFYOFIMMCMMMPWW.1857 ISNKVDIaePIMONOF J� Planning/Building/Public Works Dept. FIELD SURVEYED BY: WS HELD FOR POSOM AND A LINE EIUME I CITY Rc1M. CRY OF REIIWII IF NOT ONE INCH L P �"�`,� WAS HELFOR WNW III RM�' . "� N 0. REVISION I S I 0 N BY DATE APPR R APPROVED: SCALE ACCORDINGLY BARGHAUSEN CONSULTING ENGINEERS, FEBRUARY 2015 OM W3r23E 9,,99 FM"V=) JMV m ®� WAaN® - ca �d 2 ® i � N � c sc C O t� 44 = Adi � 3 W � •� 0 m � M � C QOON M 01 L0 L0 a—+ N m N N N m V � Y �t RECORD DRAWINGS 0M L J IN COMPLIANCE WITH CITY OF RENTON STANDARDS CTv TRIPOINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 G �O � Z rn � O Ill J �U DATE: LLJ W 05-27-22 FIELDBOOK: PAGE 25 ..� 46 TREE RETENTION WORKSHEET LtR X Ln Ld m 0 I — a; a U cn n N N CD N N u? E Q a1 a a 3 a J I r rn N a N / 0 0 0 CIA2/ Z T1 L POINT # LOCATION DESCRIPTION VIABLE RETAIN 350325 LOT 1 SPRUCE 24in YES NO 350338 LOT 9 ALDER 8in X2 YES NO 350536 LOT 9 MAPLE 6in X2 YES NO 350538 LOT 9 MAPLE 6in X3 YES NO 350539 LOT 9 MAPLE 6in YES NO 350201 LOT 19 ALDER 15in NO NO 350202 LOT 19 MAPLE 6inX2 NO NO 350203 LOT 19 ALDER 15in YES NO 350465 LOT 29 WILLOW 6in X4 YES NO 350466 LOT 29 WILLOW 6in YES NO 350467 LOT 29 WILLOW 6in YES NO 350468 LOT 29 WILLOW 15in YES NO 350469 LOT 29 WILLOW 15in YES NO 350470 LOT 29 WILLOW 1 Din YES NO 350471 LOT 29 WILLOW 12inX2& 6in YES NO 350613 LOT 38 ALDER 12in X2 YES NO 350614 LOT 38 ALDER 12in YES NO 350618 LOT 38 ALDER 1Oin YES NO 350619 LOT 39 COTTONWOOD 12in X2 YES NO 350622 LOT 39 ALDER 12in YES NO 350623 LOT 39 ALDER 12in YES NO 350624 LOT 39 ALDER 12in YES NO 350625 LOT 39 ALDER 8in YES NO 350626 LOT 40 ALDER 12in YES NO 350627 LOT 41 PINE 20in NO NO 350717 LOT 42 SPRUCE 26in YES NO 350718 LOT 42 CONIFER 22in YES NO 350719 LOT 42 CONIFER 28in YES NO 350707 LOT 43 CONIFER 18in&24in YES NO 350743 LOT 44 CEDAR 28in NO NO 350511 ESMT A —LOT 10 CEDAR 46in NO NO 350327 ESMT A —LOT 44 HOLLY 8inX3 NO NO 350510 ESMT A —LOT 9 CEDAR 46in YES NO 350513 ESMT A —LOT 9 CEDAR 29in YES NO 350726 ESMT G ALDER 12in YES NO 350732 ESMT G ALDER 1Oin YES NO 350508 ESMT A—ESMT B MAPLE 17in YES NO 350634 TRACT H ALDER 1Oin NO YES 350635 TRACT H ALDER 12in YES YES 350636 TRACT H ALDER 12in NO YES 350637 TRACT H ALDER 12in NO YES 350638 TRACT H ALDER 22in YES YES 350639 TRACT H ALDER 13in NO YES 350640 TRACT H ALDER 13in NO YES 350641 TRACT H ALDER 15in YES YES 350642 TRACT H ALDER 12in YES YES 350643 TRACT H ALDER 1Oin NO YES 350644 TRACT H ALDER 8in YES YES 350645 TRACT H ALDER 1Oin NO YES 350646 TRACT H ALDER 15in NO YES 350649 TRACT H CEDAR 12in&20in YES YES 350653 TRACT H CEDAR 14in YES YES 350655 TRACT H CEDAR 36in YES YES 350656 TRACT H MAPLE 42in YES YES 350660 TRACT H CEDAR 11 in YES YES 350662 TRACT H ALDER 12in YES YES 350663 TRACT H ALDER 11 in YES YES 350664 TRACT H ALDER 11in X2 NO YES 350665 TRACT H ALDER 12in X3 YES YES 350667 TRACT H ALDER 6inX2&10in YES YES 350670 TRACT H ALDER 8in YES YES 350671 TRACT H ALDER 1Oin YES YES 350673 TRACT H ALDER 12in YES YES 350674 TRACT H ALDER 1Oin YES YES 350675 TRACT H ALDER 14in NO YES 350676 TRACT H ALDER 1Oin X2 YES YES 350677 TRACT H FIR 8in YES YES 350678 TRACT H ALDER 14in X2 YES YES 350679 TRACT H ALDER 16in YES YES 350680 TRACT H HEMLOCK 14in YES YES 350692 TRACT H ALDER 1Oin NO YES 350728 TRACT H ALDER 1Oin YES YES 350729 TRACT H ALDER 8in YES YES 350749 TRACT H CEDAR 36inX2&20 YES YES 350750 TRACT H MAPLE 12in YES YES 350751 TRACT H MAPLE 16in YES YES 350752 TRACT H HEMLOCK 6in YES YES 350753 TRACT H MAPLE 12in NO YES 350754 TRACT H CONIFER 6in YES YES 350755 TRACT H DECIDUOUS 6in YES YES 350756 TRACT H FIR 36in YES YES 350757 TRACT H CEDAR 20in YES YES 350758 TRACT H CEDAR 12in YES YES 350765 TRACT H FIR 16in NO YES 350766 TRACT H MAPLE 8inX2 YES YES 350767 TRACT H MAPLE 12in YES YES 350768 TRACT H FIR 22in YES YES 350769 TRACT H FIR 24in YES YES 350770 TRACT H MAPLE 1Oin YES YES 350772 TRACT H MAPLE 6in X2 YES YES 350779 TRACT H MAPLE 1OinX2 YES YES 350780 TRACT H MAPLE 8in YES YES 350781 TRACT H CEDAR 11 in YES YES 350784 TRACT H CEDAR 12in YES YES 350785 TRACT H MAPLE 60in YES YES 350788 TRACT H FIR 19in YES YES 350789 TRACT H CEDAR 13in NO YES 350790 TRACT H CEDAR 22in NO YES 350791 TRACT H MAPLE 15in YES YES 350792 TRACT H CEDAR 18in YES YES 350793 TRACT H FIR 26in YES YES 350794 TRACT H MAPLE 36in YES YES 350795 TRACT H CEDAR 20in YES YES 350796 TRACT H MAPLE 36in YES YES 350797 TRACT H FIR 11 in YES YES 350799 TRACT H FIR 6in YES YES 350800 TRACT H CEDAR 16in YES YES 350801 TRACT H MAPLE 36in YES YES 350802 TRACT H FIR 15in YES YES 350803 TRACT H CEDAR 14in YES YES 350804 TRACT H MAPLE 1Oin YES YES 114 TOTAL SURVEYED TREES 6" AND GREATER 1 DEAD TREES TOTAL 21 DEFECT TREES 92 VIABLE TREES OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON RECORD DRAWING Print For I Reset Form Save Form DEPARTMENT OF COMMUNITY CITY OF AND ECONOMIC DEVELOPMENT Renton . TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 114 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangeroUS2 22 trees Trees in proposed public streets 8 trees Trees in proposed private access easements/tracts 6 trees Trees in critical areas3 and buffers 45 trees Total number of excluded trees: 81 trees 3. Subtract line 2 from line 1: 33 trees 4. Next, to determine the number of trees that must be retained 4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 Project is in R-14 zone, 0.2 in all other residential zones 33 x .2 = 6.6 0.1 in all commercial and industrial zones 7 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing to retain 4: 59 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) trees 7. Multiply line 6 by 12" for number of required replacement inches: inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) D inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) REP. TREES NOT REQ. trees 1 Measured at 4.5' above grade. z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-13OH7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6) tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx SURVEY DATUM 7 HORIZONTAL DA111tk VI70161L Dow HORIZONTAL OATUN IS HAD 1983(91) PER CRY OF VERTICAL DATUM FOR THIS SITE 6 RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A L!E BETWEEN CITY RBITON. CITY OF RENTON OF REIOON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING NO. BEING SW32'23'E 98.199 FEET(NAVD88). 08/2015 SURVEYED: I SCALE: �ORANGE FENCE 2"A"xY CEDAR TRIM PIECE #12 x 3" FLT. HD. SCREWS METAL WIRING ATTACHED TO METAL POST WOULD BE SUFFICIENT ALTERNATIVE DETAIL POST 10'-0" PST DESIGNED: TCR RECORD DRAWING AS —BUILT TCR 5.27.22 JMV DRAWN. TCR ONE INCH REC EQUIPMENT and MONUMENT SIGN JMV 4.19.22 JMV CHECKED: AT FULL SCALE I JMV IF NOT ONE INCH REVISION BY DATE AP P R I APPROVED: SCALE ACCORDINGLY JMV VERTICAL NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M TREE PRESERVATION NOTES 1. THE CRITICAL ROOT ZONE (CRZ)OF PROTECTED TREES SHALL BE MARKED PRIOR TO CLEARING AND GRADING ACTIVITIES. 2. 3" OF COMPOSTED WOODCHIPS SHALL BE PLACED OVER THE CRZ OF ALL RETAINED TREES. 3. TREE PROTECTION FENCING SHALL BE PURCHASED IN CONTINUOUS ROLLS AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FENCING SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH MIN. 6" OVERLAP, AND SECURELY FASTEN BOTH ENDS TO THE POST. 4. THE TREE PROTECTION FENCE SHALL BE INSTALLED AND MAINTAINED A MINIMUM OF 3' BEYOND THE OUTER EDGE OF THE CRZ FOR ALL PROTECTED TREES. FENCING ARGEMENT SHALL COMPLETELY SURROUND THE REQUIRED TREE PROTECTION AREA. FENCING SHALL REMAIN IN PLACE UNTIL THE CITY AUTHORIZES THE REMOVAL OR ISSUES A FINAL CERTIFICATE OF OCCUPANCY, WHICHEVER OCCURS FIRST. 5. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBANCE ACTIVITIES. 6. NO STORAGE OF MATERIALS OR EQUIPMENT WITHIN THE CRITICAL ROOT ZONE IS ALLOWED. DURING DEVELOPMENT, NO PERSON SHALL ATTACH ANY OBJECT TO ANY DESIGNATED FOR PROTECTION. 7. REPLACE/REPAIR PROTECTIVE FENCING AS REQUIRED. EXT'G GRADE 8. GRADE SHALL NOT BE FILLED OR CUT WITHIN THE CRZ OF ANY TREE DESIGNATED TO REMAIN WITHOUT PRIOR REVIEW BY THE CITY'S QUALIFIED TREE PROTECTION PROFESSIONAL AND ADVANCE, WRITTEN APPROVAL FROM THE DIRECTOR. 9. TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE ROOT PROTECTION ZONE OF TREES TO BE RETAINED. BORING OR TUNNELING UNDER THE CRZ MAY BE CONSIDERED AN ALTERNATIVE, BUT SHALL REQUIRED THE ADVANCE, WRITTEN APPROVAL OF THE DIRECTOR. COMPACTED OR 10. TREES AND OTHER VEGETATION TO BE RETAINED SHALL BE PROTECTED FROM EXISTING SUBGRADE EROSION AND SEDIMENTATION. 11. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') READING, "NO TRESPASSING - PROTECTED TREES" ON THE NORTH SIDE OF THE FENCING. TREE PROTECTION DETAIL NOT TO SCALE CITY OF RENTON Planning/Building/Public Works Dept. 6 C v U L � N 3 O : t ._ vi U-) Z !C LLB N � M i QOON >� � in C LO +S N m O U N °0Y"t (1) N RECORD DRAWINGS M co 0 0 I Lf7 i1 R-4166261 0) co IN COMPLIANCE WITH CITY OF RENTON STANDARDS c TRIPOINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 G O Q Z LL m F--O C] Lu JUJ DATE: LLJ W 05-27-22 FIELDBOOK: PAGE 26 ..� 46 $ij I I I I X a C: 7 N N CD N r N \ >_ a� a 3 J I rn r-) N a N CD 0 0 N la) / Lqa) a L, FOR DECIDUOUS TREES, CALIPER IS MEASURED 4.5' ABOVE ROOT FLARE PLANT SCHEDULE DECIDUOUS TREES BOTANICAL / COMMON NAME CONT. O ACER CIRCINATUM / VINE MAPLE B & B FULL, HEALTHY AND MATCHING. NURSERY GROWN, UNCUT LEADER(S). STAKE AND GUY FOR ONE GROWING SEASON. ACER MACROPHYLLUM / BIG LEAF MAPLE B & B FULL, HEALTHY AND MATCHING, NURSERY GROWN, UNCUT LEADER, STAKE AND GUY FOR ONE ° GROWING SEASON. CERCIDIPHYLLUM JAPONICUM / KATSURA TREE B & B FULL, HEALTHY AND MATCHING. NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 5', UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON. CORNUS KOUSA CHINENSIS / CHINESE DOGWOOD B & B FULL, HEALTHY AND MATCHING. NURSERY GROWN, UNCUT LEADER(S). STAKE AND GUY FOR ONE GROWING SEASON. CORNUS MAS / CORNELIAN CHERRY DOGWOOD B & B ���•���1((( FULL, HEALTHY AND MATCHING. NURSERY GROWN, UNCUT LEADER(S). STAKE AND GUY FOR ONE GROWING SEASON. EVERGREEN TREES BOTANICAL / COMMON NAME CONT. CALOCEDRUS DECURRENS / INCENSE CEDAR B & B FULL, HEALTHY AND MATCHING. NURSERY GROWN, UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON. PINUS NIGRA 'OREGON GREEN' / OREGON GREEN PINE B & B FULL, HEALTHY AND MATCHING. NURSERY GROWN, UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON, THUJA PLICATA / WESTERN RED CEDAR B & B FULL, HEALTHY AND MATCHING. NURSERY GROWN, UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON. STREET TREES BOTANICAL / COMMON NAME CONT. O AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE' / AUTUMN BRILLIANCE APPLE SERVICEBERRY B & B FULL, HEALTHY AND MATCHING. NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 5', UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON. ° STYRAX JAPONICUS / JAPANESE SNOWBELL B & B FULL, HEALTHY AND MATCHING. NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 5', UNCUT LEADER. STAKE AND GUY FOR ONE GROWING SEASON. SHRUBS BOTANICAL / COMMON NAME CONT. CS CORNUS STOLONIFERA / REDTWIG DOGWOOD 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. sF CORNUS STOLONIFERA'FLAVIRAMEA' /YELLOWTWIG DOGWOOD 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. �J EUONYMUS JAPONICUS 'AUREO-MARGINATUS' / GOLDEN EUONYMUS 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. OFORSYTHIA X INTERMEDIA'SPRING GLORY' / SPRING GLORY FORSYTHIA 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. QS GAULTHERIA SHALLON / SALAL 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. OILEX CRENATA'SKY PENCIL' / SKY PENCIL JAPANESE HOLLY 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. Ma MAHONIAAQUIFOLIUM / OREGON GRAPE 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. MC MYRICA CALIFORNICA / PACIFIC WAX MYRTLE 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. ® NANDINA DOMESTICA'GULF STREAM' TM / GULF STREAM HEAVENLY BAMBOO 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. Pj PIERIS JAPONICA WOUNTAIN FIRE' / MOUNTAIN FIRE PIERIS 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. Pm PINUS MUGO'PUMILIO' / MUGO PINE 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. ® RHODODENDRON X 'ANAH KRUSCHKE' / ANAH KRUSCHKE RHODODENDRON 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. R( RHUS TYPHINA'TIGER EYES' / TIGER EYES SUMAC 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. R S RIBES SANGUINEUM / RED FLOWERING CURRANT 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. ® ROSA RUGOSA / RUGOSA ROSE 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. Sa SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. 0 THUJA OCCIDENTALIS 'SMARAGD' / EMERALD GREEN ARBORVITAE 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. OO VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. Od VIBURNUM DAVIDII / DAVID VIBURNUM 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. V r VIBURNUM RHYTIDOPHYLLUM / LEATHERLEAF VIBURNUM 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. FERNS AND GRASSES BOTANICAL / COMMON NAME CONT. KF CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASS 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. Sf POLYSTICHUM MUNITUM / WESTERN SWORD FERN 2 GAL. MIN. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. GROUND COVERS BOTANICAL / COMMON NAME CONT. ® ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS'/ MASSACHUSETTS KINNIKINNICK 1 GAL. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. FRAGARIA CHILOENSIS / BEACH STRAWBERRY 1 GAL. FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. 000o RUBUS CALYCINOIDES EMERALD CARPET' / EMERALD CARPET CREEPING BRAMBLE 1 GAL. 000o FULL, HEALTHY AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING. SIZE 1.5" CAL. OR 3" TOTAL MULTI -STEM 1.5" DBH 1.5" DBH 1.5" DBH 1.5" DBH SIZE 6' MIN. HT. 6' MIN. HT. 6' MIN. HT. SIZE 2" DBH 2" DBH QTY 28 2 7 6 3 QTY 20 19 2 QTY 17 33 SPACING QTY 72" o.c. 31 72" o.c. 26 72" o.c. 80 72" o.c. 18 48" o.c. 185 36" o.c. 17 48" o.c. 117 72" o.c. 65 48" o.c. 58 60" o.c. 41 48" o.c. 58 72" o.c. 31 72" o.c. 26 72" o.c. 22 72" o.c. 18 48" o.c. 59 48" o.c. 68 72" o.c. 35 48" o.c. 13 72" o.c. 4 SPACING QTY 48" o.c. 6 48" o.c. 60 SPACING QTY 36" o.c. 1,018 36" o.c. 554 36" o.c. 988 SURVEY DATUM 7 ND amm wm YEIIGL DAM HORRONTAL DAIM 6 WD 1983(91) PER CRY OF VERTICAL DOW FOR INS SIZE 6 REMOK CITY OF RENTOII CONTROL PONE ND. 1857 6 NOD 1988 PER ON OF WAS HELD FOR POSH AND A ME BETWEEN CITY REMON. CRY OF FENTON OF RDFM CONM POINT W. 1640 AND DD M PO91F W. 2192 WAS DDNRRIL PONE Na 1880 WAS WD FOR RDTATW N ID MR El11RMK BEND NO. BEI11O SBW&23E. 9&199 FEE"VD85). LANDSCAPE PLANTING NOTES AND SCHEDULE OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON RECORD DRAWING LANDSCAPE PLANTING NOTES AND MATERIALS FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 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 PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. 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) DOCUMENTATION OF TOPSOIL AND MULCH SOURCES. 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, MOST RECENT EDITION. 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 SHALL 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. EROSION -CONTROL HYDROSEED WA ST. D.O.T. EROSION CONTROL MIXTURE O.A.E., 80-120 LBS. PER ACRE TURFGRASS LAWN COUNTRY GREEN PREMIUM SOD MIXTURE O.A.E., 5-6 LBS. PER 1,000 S.F. NATIVE GRASS SPECIES HYDROSEED D. GAMETIME ENGINEERED WOOD FIBER MODEL #EWF1 PROPOSED CONCRETE fl EXISTING TREE TO BE RETAINED SURVEYED: SCALE: DESIGNED: TCR RECORD DRAWING AS -BUILT TCR 5.27.22 JMV DRAWN: TCR ONE INCH REC EQUIPMENT and MONUMENT SIGN JMV 4.19.22 JMV CHECKED: AT FULL SCALE iw IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JMV 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. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF 3-WAY MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. MULCH (TOPDRESSING): MEDIUM HEM -FIR BARK MULCH 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. 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 2 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. 0� A°��®� DO NOT CREATE MUDDY SOIL. �� FF ►j- V �- 0 TREES AND SHRUBS: C N 2 ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, o 0 94 AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. r SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: �� No 774E�� EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL ® �' DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 3-INCH E DEPTH. PER RMC 04.04.0701, SHRUBS SHALL BE IN BEDS THAT INCLUDE A LAYER OF MULCH AT LEAST 2" IN DEPTH. O 0 TREES SHALL INCLUDE A MULCH RING THAT HAS A DEPTH OF AT LEAST 3" AND IS AT LEAST 3' IN RADIUS AROUND THE .. • TREE. i UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. •� 0 I CLEANUP AND PROTECTION: C .0 DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT LANDSCAPE Lu N WORK INSTALLATIONSTALLATION AND MATERIALS MAINTENANCE MPERIOD. TREAAGE DUE TO LT,NREPA RE OREREPLACE DAMAGE RATIONS AND TRESPASSERS. LANDSCAPE WORK AAS IN PROTECTION IRECTED BY THE DURING > O OWNER. a 05 N PLANTING MAINTENANCE: N >a PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO MAINTAIN PLANTINGS 0 in I--> j THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO r ++' N INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER m O N c U-) GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. m V ) N HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF YJ��IY>'��l\I[�7�1►1�j'��t\I[��Q1"il�l'1�►�1g1�� ►�Z�Ji � ► � 1�C�1���Ji�l��1�1��1 IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTF _RECORD D RAW I N G S VERTICAL. NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. r3 WAcrNwfi CV O 0 O LO Q J co 0 CD I r r co IN COMPLIANCE WITH CITY OF RENTON STANDARDS C\l TRIPOINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. 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', IIF � , •4•? 1 1 r, �;.------�-.--.-----:--.------.--: -------------.--.----------•�1�'���?e�,`��I��-�►I-�`�►;A �040m.01pl5/ 9a% 7 a%% / / / / / f / r / / i r� / i ♦ r / �..- �-,, v. .,��v�•s+ : d.!!, �6.'�6. �1.�ll��O������ % !!a � isle //sa.:..._. r FENCE NOTE SEE FENCE EXHIBIT (SHEET F-1) FOR FENCE LAYOUT LEGEND IIDTH BENCH WITH BACK. SHEET 29 FOR INFO. ROUND MOUNT PER JFACTURER'S SPECS I-" DEPTH g" MINUS SHED ROCK. TOP OF SHED ROCK FLUSH WITH -RETE EDGING. 36" SPACE A FRONT OF BENCH TO C OF CONCRETE EDGING SEE FENCE PLAN :w ' 6� PROPOSED ENTRY MONUMENT STREET TREES LOCATED LIT S OF WATER EASEMENT NI _ I IT 1 _ T ( T P PAC - +ap +. ......... Plan PIOHj � t M , • M BERM, TYP. 4H. X 3' W. SEE CIVIL 10' W. FULLY SIGHT -OBSCURING LANDSCAPED VISUAL BARRIER ALONG COMMON PROPERTY LINE � I S I I 8 Ma EROSION -CONTROL HYDROSEED WA ST. D.O.T. EROSION CONTROL MIXTURE O.A.E., 80-120 LBS. PI TURFGRASS LAWN COUNTRY GREEN PREMIUM SOD MIXTURE O.A.E., 5-6 LBS. PER 1, NATIVE GRASS SPECIES HYDROSEED 12" D. GAMETIME ENGINEERED WOOD FIBER MODEL #EWF1 illillY•1T 01..1aIill 4rel 041a EXISTING TREE TO BE RETAINED 00, H m 1w = 30' 0 15' 30' 60' M CD CD V J 0) co IN COMPLIANCE WITH CITY OF RENTON STANDARDS cTv � MZ W LINE - /—__ - — — ~ O o. PROPERTY ���. CL�A NG LIM[TS MP) �/ \P'c P \� LLI LINE J U SURVEYED: SCALE: DATE:VERTICAL Ni 1988 W W DESIGNED: HORIZONTAL: 1 1983/1991 CITY OF 05-27-22 TCR TRIPOINTE HOMES FlELDI300K: DRAWN: RENTON (425) 455-2900 PAGE SURVEY DATUM 7 RECORD DRAWING AS —BUILT TCR 5.27.22 JMV TCR DRAWING NO: HORMONrK DATUM: veffm DMI M: ONE INCH DAT U M HORIZONTAL OF IS HAD 1NTROL PER No. 18 IS NAIAD 1988 MR THIS 9TTE 6 REC EQUIPMENT and MONUMENT SIGN JMV 4.19.22 JMV CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 15900 SE EASTGATE WAY. SUITE 300 REIRTOTI. CITY OF REIRTON CONTROL POINT N0. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LIE BETWEEN CRY RENTON. CRY OF RENION IF NOT ONE INCH OF RENTON CONTROL POINT NO. ISM AND CONTROL POINT NO. 2192 WAS SCALE ACCORDINGLY CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING NO REVISION BY DATE AP P R APPROVED: BELLEVUE WA 98008 SHEET: OF: /� G BEING SBs32'23E 98.199 FEET(NAVO88). JMV ' 28 �}{,� ®� WA$H® - �d o ® r N O u v� AteA'' L W i .� c C <c �, Le W�� cal . 0 I QOIN `< o •— cJ CD m >Q o cJ m O C M N N r4 fV C>,W _ I I \ V r i.4 /l RECORD DRAWINGS • � � R 416628 M 7 N N CD N N LP O) E a� a 0 J I rn N-) N a N 0 0 0 LO LO 0 FINISH GRADE AT MULCH LAYER 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM Q TOPSOIL AS SPECIFIED CURB PER CIVIL L.Lj DRAWINGS (WALK FINISH GRADE AT SIMILAR) 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. 1" MAX. CLEAR 4.> SIDEWALK LAWN CONDITION MULCH CONDI110 (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE 2" MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS C� SOIL UNDER MULCH C 1" MULCH AT CROWN G 1/2" ABOVE GRADE 1" ABOVE GRADE Q 0 PREPARE — PLANTING J J NOTE: BED - REMOVE CONTAINER & WORK ROOTS - '• w FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING LESS THAN 1 GAL 1 GAL CONTAINER and LARGER ( PLANTED BEFOFE MULCH) ( PLANTED BEF0FE MULCH) GROUNDCOVER PLANTING DETAIL NOT TO SCALE (2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER r MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL 0 0' SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE LANDSCAPE PLANTING DETAILS OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. PL EDGED OFANTS PLANTERM Q CITY OF RENTON, KING COUNTY, WASHINGTON AS NOTED ON PLANT LIST SPACING AS CALLED cF ECORD DRAWING ON PLAN/PLANT LIST BED LINE EDGE HOLD PLANTS FROM CURB/WALK �ASEDGE NOTTEDPTER ONNPLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PLANT MATERIAL SPACING DETAIL NOT TO SCALE 3x THE ROOTBALL DIAMETER 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 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 SE-5110 ■ Size; 6' ■ Finish: Powder Coated • installation. In -Ground Mount, Surface Mount Category: Benches BENCH SEE NOTES THIS SET FOR IN —GROUND MOUNT OR SURFACE —MOUNT CONTINUOUS AT TOP & BOTTOM; 18" O.C. VERTICAL MIN. PLAY ZONE 12" j 18 PER IPEMA & CPSC STANDARDS MIN. MIN. CONCRETE HEADER LINE 3/4" CHAMFER AT ALL EXPOSED AS NOTED ON PLAN CORNERS PAVING SEE PLAN 1 /2" MAX. SDURFAC NIGE 12" (M 0 .)OD DDEPTH CHIP %" 1 SLOPE SUBGRADE TO PERF.� I K�I ADS PIPEDEWITT WEED BARRIER 1 // pl0 NOTES: EXPANSION JOINTS AT 20' O.C. AND AT ALL ANGLES CONTRINUOUS AT TOP & ER: __ �im PROVIDE ONE CONCRETE BOTTOM 6" 8" ACCESS RAMP AT PLAY MIN. MIN. AREA. LOCATE AS DIRECTED BY DEVELOPER. CONCRETE DEEPENED FOOTING a PLAY SURFACING DETAIL NOT TO SCALE SURVEY DATUM 7 HWR NK MM YEIIGL 091Rk HOMWIL DAIM 6 WD 1N991) PER CI1Y OF VBffM M W FOR THIS SIZE 6 RDIM CITY OF REN M ONTROL D091F W. 1857 6 NAVD 19W PER CRY OF WAS FM FOR POSITION AND A LIE BEIFIEDI CRY REMON. CRY OF REMI OF RIMON CONTROL PONT N0. 1910 AND MIROL POIM W. 2192 WAS I= Dmmm PN O. POMP in wD Fm ROTAI K mi FOR T1LVF11TON. BEING DIM S88'&WE. WIN FEEFQN=). RECORD DRAWING AS —BUILT REC EQUIPMENT and MONUMENT SIGN REVISION SURVEYED: DESIGNED: TCR TCR 5.27.22 JMV DRAWN: TCR JMV 4.19.22 JMV CHECKED: JMv BY DATE APPR APPROVED: JMV PACIFIC OUTDOOR P R O D U C T S, I N C. 6058 - Custom Design for roject 4x6 Poly Playsystem Area needed: 40' x 28' Designed for ages: 5 - 12 year Deck Heights: 16", 24", 32", 0" and 48" Poly component- Forest Gr en Steel components -Steel ey Pyramid Roof Peek -A -Boo t 8' Glide Slide Firepol Pipe Wall Loop Pipe Wall 40" Bubble Climber Pyramid Panel Roof Barracuda 32" 48" 40" U-Bend Climber Climber Pipe Wall Pyramid a Roof 6' Double Glide Slide 8' Hand -Over -Hand a Pyramid a Roof Snake U-Bend Climber 32 Climber 24" Pipe Wall << 16ADA Access ADA Access PROPOSED R•P•. • NOTE SEE SHEET 36 FOR FENCE DETAILS SCALE: HORI �� HAD ;sl3'1991 CITY OF RENTON I;R ONE INCH DATUM vugv AT FULL scALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY M CV O O O Lf') Q J co O O Lf7 tZ V E C U Vi = � H C : t . _ a Ln m c W i LLB N W M i QOO(N dl N M > Lr) i C Ln a-,' N /c�v W O V � Y N INt r RECORD DRAWINGS LMLX r*_1 R-4166291 co IN COMPLIANCE WITH CITY OF RENTON STANDARDS C\1 TRIPOINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 tY O Q Z m F--O C J J V LLJ W DATE: 05-27-22 FIELDBOOK: PAGE 29 ..� 46 � 1 IRRIGATION SCHEDULE AND NOTES z. � OF ELLIOTT FARMS � A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. w ~ CITY OF RENTON, KING COUNTY, WASHINGTON RECORD DRAWING IRRIGATION SCHEDULE DESCRIPTION DRIP IRRIGATION: HUNTER LANDSCAPE DRIPLINE COMPONENTS HDL-06-12-250-CV SUB -SURFACE DRIPLINE TUBING 0.6 GPH PRESSURE COMPENSATING EMITTERS WITH _ - CHECK VALVE AT 12" ON -CENTER SPACING - ALL TUBING SHALL BE INSTALLED ON GRADE W/ 9" WIRE STAKES FOUR (4) FEET ON -CENTER; VERIFY THE LAYOUT AND 18" ON -CENTER SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL ALL COMPONENTS PER MANUF. SPECIFICATIONS. USE HUNTER PLD-LOC FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND INLINE DRIP TUBING SPRINKLER HEADS: HUNTER MP ROTATOR WITH PRO -SPRAY PRS-40 POP-UP BODY AND CV DRAIN CHECK VALVE, 4" POP -UPS FOR ALL LAWN AREAS SYMBOL NOZZLE PSI GPM RADIUS DESCRIPTION ►1 is HUNTER-1000 8-15 F, TH, TT, H, Q SERIES HUNTER-1000 8-15 F, TH, TT, H, Q SERIES HUNTER-1000 8-15 F, TH, TT, H, Q SERIES HUNTER-2000 13-21 F, TQ, TT, H, Q SERIES HUNTER ES515, SS530 SERIES 40 0.84, 0.63, 0.49, 0.42, 0.21 8' 40 0.65, 0.48, 0.37, 0.32, 0,16 10' 40 0.65, 0.48, 0.37, 0.32, 0,16 12' 40 1.48, 1.10, 0.86, 0.77, 0.43 15' 40 1.41, 0.65 5'x30' 5'x 15' HUNTER-3000 13-21 F, TQ, TT, H, Q SERIES 40 3.64, 2.73, 2.12, 1.82, 0.86 30' SPRAY IRRIGATION: HUNTER ICV SERIES ELECTRIC REMOTE CONTROL VALVE WITH (1) STATION ICD-100 DECODER AND ACCU-SYNC ADJUSTABLE PRESSURE REGULATING DIAL. VALVE SIZE PER MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE PRESSURE LOSS. MAXIMUM 2 VALVES PER VALVE BOX DRIP IRRIGATION: HUNTER ICV SERIES ELECTRIC REMOTE CONTROL VALVE WITH (1) STATION ICD-100 DECODER AND ACCU-SYNC ADJUSTABLE PRESSURE REGULATING DIAL. VALVE SIZE PER MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE PRESSURE LOSS. MAXIMUM 2 VALVES PER VALVE BOX TYPICAL VALVE CALL -OUT DEVALVE VALVE STATION NUMBER VALVE GPM SIZE 1>1 WSS-SEN WIRELESS SOLAR SYNC SENSOR WITH WIRELESS RECEIVER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. NOTE: WHENEVER POSSIBLE HARDWIRE PREFERRED. EXTERIOR MOUNT WITHIN MANUFACTURER'S SPECIFICATIONS FOR DISTANCE O HUNTER ACC2 DECODER IRRIGATION CONTROLLER WITH A2C-75D-SS (POWDER -COATED STEEL CABINET) WITH ID2BLU TWO -WIRE AND ROAM -XL REMOTE. INSTALL (1) ICD-100 SINGLE STATION DECODER PER VALVE. COORDINATE SOURCE OF ELECTRICITY TO CONTROLLER WITH GENERAL CONTRACTOR. P.O.C. B P WILKINS 950 XLT- 1-1/4" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID MO HUNTER ICV-200 2" MASTER VALVE (NORMALLY CLOSED) AND FCT-200 2" FLOW -SYNC FLOW SENSOR. ICV SERIES VALVE. SEE DETAIL THIS SET. WIRE FLOW SENSOR BACK TO CONTROLLER WITH PE-39 DATA CABLE. TT� PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX HUNTER HQ-33DLRC 3/4" QUICK COUPLING VALVE, IN VALVE BOX, PROVIDE TWO KEYS AND SWIVELS MAINLINE - SCH 40 PVC (18" COVER); SIZE PER PLAN, 2" SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM -------- SLEEVE - SCH 40 PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS AND 18" MINIMUM COVER IN LANDSCAPE AREAS, 6" DIAMETER UNDER ROADS AND ANY SPECIFIC LOCATIONS NOTED. 4" DIAMETER SCH 40 PVC OTHERWISE IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE x FEASIBLE. cn SCH 40 PIPE SIZING CHART w mo PIPE SIZE 3/4" 1 1" 11 1 4" 11 1 2" 1 2" 12 1 2" � FLOW GPM 1-8 18.1-13113.1-23123.1-32132.1-53 153.1-74 GPM (MAX.) LANDSCAPE IRRIGATION NOTES 2. 3 GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D) INSTALLATION OF SLEEVING. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR NOTES. PROVIDE A ONE (1) YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, I ANn(,('APF C'C)NTRA('TC)R C)WNFR ARC'HITF('T ANn I ANnC('APF ARC'HITF('T 4. LANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY WORK. PROVIDE WRITTEN TEST RESULTS TO LANDSCAPE ARCHITECT. I[f7 NO 13 14 15 16 17 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS. 7. SUBMITTALS: A) SUBMIT EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL: 18 B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, C) CONTROL WIRING PATH DIAGRAM, 19 D) "AS -BUILT" DRAWINGS. E) OPERATION AND MAINTENANCE MANUALS. 8. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH ARE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES AND EXACT "AS -BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS. 20 ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK AS ACTUALLY INSTALLED. DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING: 21 A) CONNECTION TO WATER LINES (P.O.C.), B) CONNECTIONS TO ELECTRICAL POWER, C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE, D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), E) ROUTING OF CONTROL WIRING, F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. 9. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER CONTAINING THE FOLLOWING INFORMATION: A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A, LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, 22 B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS, CONTRACT, 23 C) GUARANTEE STATEMENT, 24 D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. E) CONSTRUCTION DETAILS FROM THE PROJECT, F) COMPLETE TROUBLE -SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS, G) WINTERIZATION AND SPRING START-UP PROCEDURES, 25 H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL, 1) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART. U cn N N N CD N N E a J I N mif a SURVEYED: SCALE: N TCR / SURVEY DATUM 7 RECORD DRAWING AS —BUILT TCR 5.27.22 JMV DRAWN: TCR o cV HORIZOHOFEMNTAL DATUU IS HAD 1983(91) PER CRY OF VERl FOR ,HIS STIR 6 R E C EQUIPMENT and MONUMENT SIGN JMV 4.19.2 2 JMV ONE INCH CHECKED: AT FULL SCALE Ta) / ROM. CRY OF RDITON CONTROL POINT NO. 1857 IS NAVD 1988 PDi CITY OF WAS HELD FOR POSITION AND A L!E BETWEEN CITY RENTON. CITY OF RENION JMV IF NOT ONE INCH Q OF RWDN CONTROL POINT NO. 1840 AND CONTROL POINT NO. 2192 WAS HELD FOR ELEVATION, eEr1c N O. REVISION BY DATE AP P IR APPROVED: SCALE ACCORDINGLY LH J N CONTROL POINT N0. fNO WAS HELD FOR RGTAnON, 98.199 FEET(NAVD88). JMV a i7 BEING SW3r23'L VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. MAINLINE PIPE TO BE BURIED 18 INCHES, LATERALS 12 INCHES, AND SLEEVES 24" INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. EACH VALVE BOX TO CONTAIN A MINIMUM OF 1 DECODER, CONNECTED TO JACKETED HUNTER IDWIRE1 (14 GUAGE), RECOMMENDED FOR WIRE PATH LENGTH UP TO 10,000 FT OR HUNTER IDWIRE (12 GUAGE) FOR WIRE PATH LENGTH BEYONE 10,000 FT UP TO 15,000 FEET. THESE MAXIMUM WIRE PATH LENGTHS ARE FOR ACTIVATING UP TO 225 HUNTER DECODERS, 6 P/MV AND UP TO 6 SENSOR DECODERS. AVOID RUNNING POWER CABLES AND DECODER PATH IN PARALLEL. ALL WIRE PATHS AND ITS BRANCHES SHOULD BE ENDED WITH PROPER GROUNDING. NEW CONSTRUCTION CAN RELY ON EXISTING WIRE PATH BY TIEING ON AND EXTENDING OUT TO SERVICE NEW CONSTRUCTION, UP TO A MAXIMUM 225 VALVES. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. CLEANUP AND PROTECTION: DURING IRRIGATION WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT IRRIGATION WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE AND IRRIGATION OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE AND IRRIGATION WORK AS DIRECTED BY THE OWNER. PRIOR TO BACKFILLING IRRIGATION TRENCHES, LANDSCAPE CONTRACTOR SHALL CONDUCT A WATER PRESSURE AND COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR TO GIVE 3 (THREE) WORKING DAYS NOTICE PRIOR TO TEST. CITY OF R E N T 0 N Planning/Building/Public Works Dept. 10, m CV CV O O O I L0 Q J co O O I L0 ci E V i N � � t ._ 0 0 Ln !C LLB C- N W M i QOON is >Q L0 C Ln 4S N m O U N °T°y�,t (1) Lri RECORD DRAWINGS LMLX R-416630 0) co IN COMPLIANCE WITH CITY OF RENTON STANDARDS C\l TRIPOINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. 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Ills _I ®� I ORAM JiIIII u -�, '" _ as ,� • • • - j _ AN Al 10 17 2157 SF 2240 SF 2567 SF :..- .•.•. ® I -�HYDROZONE ...: ++.. .�i •0000+.+o:•oo • •,.,.,...♦ 1 2406 SF 2847 SF ,� ♦ice♦�♦♦♦♦e,2263 0�♦i�i. 2240 SF SF • 21 to 2847 SF OZONE #6�F IT ------------- 1' �-• •-`,,�'`,��%��� .LVE #6 I Lei \ ,�►� . �. �. 1 1 ■ 1 1 ■ 1 \ \ ► • ��� g • • • \ '��2852 SF23 low Hw_ 10 VALVE SCHEDULE VALVE NUMBER TYPE SIZE GPM VALVE #1 SHRUB 1" 7.5 VALVE #2 SHRUB 1" 7.5 VALVE #3 SHRUB 1" 6.8 VALVE #4 LAWN 1" VALVE #5 SHRUB 1" 11.4 VALVE #6 SHRUB 1.5" 16.6 VALVE #7 SHRUB 1.5" 16.2 VALVE #8 SHRUB 1" 4.0 VALVE #9 SHRUB Vs 10.7 VALVE #10 LAWN 1" VALVE #11 SHRUB 1" 10.2 VALVE #12 SHRUB 1" 9.7 VALVE #13 SHRUB 1" 11.8 VALVE #14 SHRUB 1" 5.8 VALVE #15 SHRUB 1" 7.3 VALVE #16 SHRUB 1" 10.8 VALVE # 17 LAWN is VALVE #18 SHRUB 1.5" 16.5 VALVE #19 LAWN 1.5" VALVE #20 LAWN 1 " VALVE #21 LAWN 1" VALVE #22 SHRUB 1.5" 15.26 VALVE #23 SHRUB 1.5" 15.26 VALVE #24 SHRUB 1.5" 15.26 VALVE #25 SHRUB 1.5" 15.26 VALVE #26 SHRUB 1" VALVE #27 LAWN 1" 10, H M m O O J ®j: WAaN - CIO �d 2 ® r � N � C, 77 O 44 = L � : •_ �O vi c � m C Lou c� � M - ad�1N m Q P 1_0 Ln a-+ f V iv 0 co N m V Y �t RECORD DRAWINGS LP \ IRRIGATION POINT OF CONNECTION - 33 32 31 30 I I R-416631 WITH NEW 1 WATER METER AND 29 28 27 26 cn r \ 1-1/4" DCVA. SEE CIVIL SET FOR WATER \ 3os1 SF 27s2 SF 2651 SF 2646 SF 2628 SF 2607 SF 2662 SF 2445 SF 25 3, 5 SF IN COMPLIANCE WITH CITY OF RENTON STANDARDS c\I HYDROZ NE #9 i i i i I I I I 2396 SF \ METER DETAIL. SEE THIS SET FOR TRACT F �O DCVA DETAILI OPEN SPACE -\ Q z \ -_\\ -- -- -- -- ----- ----- -- -- --_- ==- m _ _ _ . _ PROPERTY _.,_.: LINE 9' �39"E 675.00' ---- -- - ---- O W NG LIMITS (Typ) �RPC� P 0�. _ `� i PI�OPERTY J N U SURVEYED: SCALE: DATE: L.LJ W HORIZOOWAAL- HAD 1983/11991 ' 05-27-22 DESIGNED: CITY O F T R I P O I N T E HOMES FIELDBOOK: R E N T O N PAGE: o 0 la! i L� SURVEY DATUM H HIMMIXIBIL DAM ISNrDIN991)PERCRY OF D1UMIII THIS SITE RENTW CITY W RENTOIN CONTROL P09NT N0. 1857 6 NKVD 1988 PER CITY OFJmV1TAS HELD FOR POSITIM AND A LINE BETWEEN CITY RIIITON. CITY OF RENTON OF RENTOIN COMM PONT NO. 1810 AND OONTROL MIT W. 2192 US mmm TBEING o N0. 188o WS HW FOR ROTAITON, �� IEN9 7 RECORD DRAWING AS -BUILT TCR 5.27.22 JMV DRAWN. TCR ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATUM Planning/Building/Public Works Dept. (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUEWA 98008 DRAWING NO: 6 REC EQUIPMENT and MONUMENT SIGN JMV 4.19.22 JMV CHECKED: N0. REVISION BY DATE APPR APPROVED: JmV, SHEET: OF: 31 46 N N O N r- N LP E a 0 J I r- rn N-) N i N O O O N la! Lqa) a LL SOLAR SYNC RAIN SENSOR NOT TO SCALE LEGEND: OSOLAR SYNC WIRELESS SENSOR 20SOLAR SYNC COMPATIBLE CONTROLLER 30SOLAR SYNC WIRELESS RECEIVER ®POST OR SUITABLE MOUNTING SURFACE. SEE IRRIGATION PLAN FOR SPECIFIC LOCATION SOFINISHED GRADE JGATION CONTROLLER. SEE IRRIGATION SCHEDULE LVANIZED METAL CABINET FOR CONTROLLER E VOLTAGE OUTLET FOR IRRIGATION CONTROLLER ;IDE PEDESTAL (OUTLET NOT SHOWN) 4" POWER CONDUIT: SIZE, DE, DEPTH PER LOCAL CODE OUND WIRE CONDUIT, MIN. 1 1 /2". OUND PER ASIC GUIDELINES DESTAL BASE: CONCRETE PREFABRICATED ISH GRADE NDUIT FOR CONTROL WIRES IRRIGATION CONTROLLER - PEDESTAL MOUNT NOT TO SCALE TRENCH CONDMON SLEEVE CONDITION �`"�oo 00` - FINISH GRADE )o)o�,o o�r �o°o°o PAVING SECTION PER CIVIL PLANS J COMPACT BACKFILL o O c v �o C Oo0 c V D O AT 90% DENSITY ° J c O �, C �C60 ` (TOPSOIL BACKFILL) Q U AT 95% DENSITY (STRUCTURAL) ; oOoo _)0 oOoo O3 q ° O r ° n PVC LATERAL `' r 6" OFFSET SLEEVING J Ooo c � � ,off ALT. WIRE SLEEVE 0 c O c � PVC MAINLINE ' 10 ... o LJ VALVE WIRING O' 0 m PIPE BED MATERIAL 0 TO BE CLEAN AND FREE OF ROCK LARGER THAN 1 /2" _.. . NOTE: SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE IRRIGATION DETAILS OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON RECORD DRAWING ICD-100 DECODER ON STAKE NOT TO SCALE e.IFMLd TitiiCrl- tir�lti� f31Ox ffi�vr pc6m _z V6Ive bnx N li't �Ild ICM'I. w9kh om 0 Z c¢n 4' 1 raM r"k• 4' I„ IA,. <ivf4fi mol Far+ 714:�_Iu_ f�nc t�rdr�l vaNLa. S66 Pbw For ffod*l LEGEND: 01 314" SCH. 40 PVC PIPE 01" SCH. 40 PVC PIPE 3OICD-100 DECODER PER PLAN ®ELECTRICAL CABLE TIE 50FINISHED GRADE ©VALVE PER PLAN OTO EARTH GROUND ®DBRIY-6 OJACKETED ID WIRE PATH NOTE EARTH GROUND TO BE A MINIMUM OF 8' AWAY FROM DUAL-S AND AT A RIGHT ANGLE TO THE TWO WIRE PATH THREADED BALL VALVE SCH 80 PVC MALE ADAPTER FINISH GRADE SCH 40 PVC 45° ELBOW FOUR (4) 4"x8" BRICKS t 4 w1ply Ci ntr,6lTer. See pk, p F� wwndel x � ar, dr- 3mh a ,ndtFc alb rdfk c Lo nm�ar �pFrkrgl�Tpr I 1�1 � hF'llta �I-p�k M�rllktia P13rc to FkOkl— a+Gr tom- khol bckwd a wire c w&QI3cf REGULAR VALVE BOX WITH LOCKING LID PAVEMENT a d: 'a SCH 80 PVC UNION SxS SCH 80 PVC NIPPLE TxS MAINLINE THREE INCH (3") THICK LAYER OF PEA GRAVEL OR APPROVED EQUAL NOTE: 3/8" WELDED WIRE MESH 1. LOCATE VALVE BOXES IN PLANTING AREAS. 2. WRAP VALVE BOX WITH A MINIMUM OF 3 MIL THICK PLASTIC AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE. 3. ALL THREADED CONNECTIONS TO BE MADE USING TEFLON TAPE. 4. ALL CHANGES IN ELEVATION SHALL BE MADE USING SCH 40 PVC 45' ELBOWS. BALL VALVE DETAIL NOT TO SCALE ° o° 0 D° CHECK VALVE ASSEMBLY DETAIL NOT TO SCALE TixF4 kx>� �=III=III= III—III—I� 1—III—, � I-1TI-III_ *:aH 94V r2cp f'cr M94Cd IT1t49I r f -QtS M F•binl� — I— —— I L-111I—I 11Im I I-1 I F-I I I —I I I —III 11011 1—I I la I I-1 I I-1 I I —I I la I I —I I I� -W= =1 111 � 11T1 I ICI I II II I I I-J 11- I I-1 I I, ,�I � Il tL1 l�l I I—"' ,,.. DiNx Md Vd%wllr WL+dv�a-t. w #bms In 6f{M! CrW Not LU {}L4G 0I-I MASTER VALVE and FLOW SENSOR NOT TO SCALE SURVEY DATUM 7 MAXIM Omm mmnuL mm HORQOWTAL DAMN 6 NID 1953(91) PER CITY OF VERTICAL DATUM FORMS SIZE 6 RENTON. CITY OF R= CONTROL POINT NO. 1857 6 NAVD 19M PER CITY OF WAS HELD FOR POSITION AND A UK 9EIWWEEN CITY RENTON. CITY OF RBOOFI OF RTDITON CONTROL POINT NO. 1940 AND OONTROL POINT NO. 2192 WAS N O. CONTROL POINT NO. IWO WAS HW FOR ROTATION, IiW FOR 02A ION. BEING TIEING SW32'23'E 98.199 FEET(NAVD55). RECORD DRAWING AS -BUILT REC EQUIPMENT and MONUMENT SIGN REVISION SURVEYED: DESIGN TCR TCR 5.27.22 JMV DRAwN. TCR JMV 4.19.22 JMV CHECKED: Jmv BY DATE AP P R APR ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 DATUM AVftk CITY OF R RENTON Planning/Building/Public Works Dept. DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MINIMUM CLEAR FROM WALLS TO TEST COCKS, BOLT LOCK LID DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES WITH TEST COCKS, INSTALL ASSEMBLY WITH TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS PVC MAINLINE PER PLAN -SCH 80 NIPPLE AND FEMALE ADAPTER - TYPICAL UNION AT EACH SIDE OF VALVE SCH 80 PVC - TYPICAL SCH 80 NIPPLE - TYPICAL _ BLOCK AS NECESSARY WITH BRICKS AT BASE OF BOX SUMP 1 C.F. 7/8" WASHED GRAVEL NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. V E !` 0 Vi = � H 4-1 Z) t ._ Im �0 i LLB N N M !` a 00 O1 N N m i C LO a-,' N W U Y r RECORD DRAWINGS R-4166321 H L M 0 0 C'7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS cTv TRIPOINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 � O Q Z w m F--O ow J d'�� J W W DATE: 05-27-22 FIELDBOOK: PAGE 32 °F 46 C0 O 0 1O EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE O2 SUB -SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIPLINE NON -POTABLE: XFSP DRIPLINE 30 INLINE DRIP EMITTER O4 TIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND (TYPICAL) O5 TURF/FINISH GRADE OR SHRUB BED WITH MULCH NOTES: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE —DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES. DRIPLINE BURIAL NOT TO SCALE Q LL O II w J W cl-C) III NOTE: ONE VALVE PER BOX. PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE X cn w m O N N O N N E a 0 J I10 N a N CD CD 0 SIDE VIEW DRIP IRRIGATION VALVE NOT TO SCALE PVC SCH 80 SxT 90° ELBOW PVC SCH 80 UNION WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL FINISIH GRADE SPARE WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX WITH COVER PVC LATERAL TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" WASHED GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE IRRIGATION DETAILS OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON RECORD DRAWING POP-UP PAVING SPRINKLER FLUSH AT LAWN AND FLUSH WITH MULCH LINE SPRINKLER PVC SCH 80 NIPPLE PVC LATERAL Ell I I _--I NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE O1 FINISH GRADE O2 STANDARD VALVE BOX WITH COVER: RAIN BIRD VB—STD O3 WATERPROOF CONNECTION: RAIN BIRD DB SERIES VALVE ID TAG O4 O5 30—INCH LINEAR LENGTH OF WIRE, COILED �6 1" X 3/a" REDUCING COUPLING (INCLUDED IN XCZ—LF-100—PRF KIT) O7 PRESSURE REGULATING FILTER: RAIN BIRD PRF-100—RBY (INCLUDED IN XCZ—LF-100—PRF KIT) O8 LATERAL PIPE O9 PVC SCH 40 FEMALE ADAPTOR OR REDUCER 10 REMOTE CONTROL VALVE: RAIN BIRD LFV-100 (INCLUDED IN XCZ—LF-100—PRF KIT) 11 PVC SCH 40 TEE OR ELL TO MANIFOLD 12 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL 13 MANIFOLD PIPE AND FITTINGS 14 MINIMUM FOUR (4) 4"x8" BRICKS SURVEY DATUM 7 NWRWI L wm rt mm amm HOWWAL DAIM IS 100 IN991) PER aTY OF VERTICAL DMI FUR TI6 SIZE 6 RDIM CITY OF RENIO11 CONTROL vorlr ND. 1857 IS NAVD I= PER Cff OF WAS HELD FOR POSITION AND A WE BOWM CITY REMM. CRY OF Ill" OF RDITCH CONTROL PO9R ND. 1010 AND CONTROL POW NO. 2192 VMS MIS E1 Nm 18 mmm PN0. OLAR 80 WAS NEID Fat RDr nD1t. MD FOR E�11TION. BEIIIO SW3Y23E. 95.199 FEEt(INVD88). TOP VIEW RECORD DRAWING AS —BUILT REC EQUIPMENT and MONUMENT SIGN REVISION 6" CLEAR OF OBSTRUCTION MULCH CONDITION FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE - TYPICAL MARLEX 90` ELBOWS PVC SCH 40 TEE SxSxT (SIDE INLET ONLY) SURVEYED: DESIGNED: TCR TCR 5.27.22 JMV DRAWN: TCR JMV 4.19.22 JMV CHECKED: imv BY DATE APPR APPROVED: JMV FINISH GRADE PVC DRIP MANIFOLD PIPE PVC 1" X 3/4" TRUE UNION BALL VALVE EASY FIT MALE X BARB ADAPTER: RAIN BIRD XFF—MA-075 5O SUB —SURFACE DRIPLINE: RAIN BIRD XF SERIES BLANK TUBING O6 12—INCH VALVE BOX WITH COVER: RAIN BIRD VB—STD 70 3—INCH MINIMUM DEPTH OF 3/4" WASHED GRAVEL Og BRICK (1 OF 2) FLUSH POINT WITH BALL VALVE NOT TO SCALE FINISH GRADE VALVE BOX QUICK COUPLING VALVE SUMP 1 C.F. 7/8" WASHED GRAVEL THREE (3) 4"x8" BRICKS MARLEX ELL - TYPICAL SCH 80 P.V.C. NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE DETAIL NOT TO SCALE O1 FINISH GRADE/TURF 2O OPERATION INDICATOR 3O SUB -SURFACE DRIPLINE: SEE IRRIGATION SCHEDULE NOTE: 1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING. 2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT IS DESIRED TO SEE SPRAY FROM THE NOZZLE, SET THE ARC TO Y4 PATTERN. THE FLOW FROM THE NOZZLE, 0.3 GPM, SHOULD BE ACCOUNTED FOR IN THE SYSTEM DESIGN. DRIP IRRIGATION DRIPLINE INDICATOR NOT TO SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL HAD 1983/1991 DATUM • CITY OF RENTON Planning/Building/Public Works Dept. V E C v ., i c O � H 3 C 4-1 8 r m C � i LLB CV � M 4A i a co N M 01 4A LO i C LO aS N /c�v W O V r Y N RECORD DRAWINGS R-4166331 10, H O O O Q co IN COMPLIANCE WITH CITY OF RENTON STANDARDS cTv TRIPOINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 �O Qz �O I— —) Ow JUJ DATE: LLJ W 05-27-22 FIELDBOOK: PAGE 33 °F 46 IRRIGATION DETAILS co I 0 0 X to w m 0 ry 0 U J rn r-> N a / N / 0 0 0 N la) / Lqa) a E DRIPLINE CENTER FEED LAYOUT NOT TO SCALE T PVC EXHAUST HEADER ( PVC SCH 40 TEE OR EL (TYPICAL) 30 BARB X MALE FITTING 40 FLUSH POINT (TYPICAL) SEE DETAIL ( PERIMETER OF AREA ( PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA O PVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 80 PVC SUPPLY MANIFOLD 90 CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL)— SEE INSET A OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N. RANGE 05 E., W.M. 10 SUB —SURFACE DRIPLINE CITY OF RENTON, KING COUNTY, WASHINGTON 11 BLANK TUBING RECORD DRAWING 12 BARB X BARB INSERT TEE OR CROSS: 13 Y2" AIR RELIEF VALVE 14 BARB X FEMALE FITTING: PVC NIPPLE, LENGTH AS NECESSARY 16 DRIPLINE INDICATOR. SEE DETAIL FOR ADDITIONAL INFORMATION Dripline Maximum Lateral Lengths (Feet) Inlet Pressure psi 12" Spacing 18" Spacing 24" Spacing Nominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph) 0.6 1 0.9 0.6 0.9 0.6 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 1 395 255 465 402 652 474 50 417 285 528 420 720 488 60 460 290 596 455 780 514 INSET A NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE IRRIGATION SCHEDULE FOR SPACING. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. 4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. O PVC EXHAUST HEADER 20PVC SCH 40 TEE OR EL (TYPICAL) 03 FLUSH POINT (TYPICAL) SEE DETAIL 04 BARB X MALE FITTING 05 PERIMETER OF AREA 06 BARB X BARB INSERT TEE OR CROSS 07 PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA ( SUB —SURFACE DRIPLINE: SEE IRRIGATION SCHEDULE 09 BLANK TUBING 10 )'" AIR RELIEF VALVE: SEE DETAIL 11 PVC SUPPLY MANIFOLD 12 PVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 13 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH SHOWN IN TABLE 14 PVC SCH 40 RISER PIPE 15 DRIPLINE INDICATOR. SEE DETAIL FOR ADDT'L INFO NOTES: • DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE MANUFACTURER DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. • LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. • AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. • WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. 4-6" DRIP MANIFOLD BURIAL DEPTH INSET A DRIPLINE IRREGULAR SHAPED LAYOUT NOT TO SCALE INSET A r—� DRIPLINE ODD CURVES LAYOUT NOT TO SCALE NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS FOR SPACING 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. 3. INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL. 4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. 01 PVC SUPPLY PIPE FROM RAIN BIRD ® ARB X BARB INSERT TEE CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 90 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD A NOT EXCEED LENGTH SHOWN IN TABLE O PERIMETER OF AREA 14 13 10 PVC FLUSH HEADER O PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA 11 FLUSH POINT: Ly SEE DETAIL ® PVC SUPPLY MANIFOLD 4-6° 12 PVC RISER PIPE MANIFOLD O PVC SCH 40 TEE OR EL (TYPICAL) 13 TURF OR MULCH IAL DEPTH © BARB X MALE FITTING 14 FINISH GRADE 1 5 4 O SUB—SURFACE SEE IRRIGATION SCHEDULE 0 15 1/2 AIR RELIEF VALVE: SEE DETAIL INSET A , 12 16 DRIPLINE INDICATOR. SEE DETAIL FOR ADDT'L INFO SURVEY DATUM 7 HWR NPL Ill 141MIAL Ill MIUMVIL DAIM 6 WD IN991) PER CITY OF VERTICAL D91111 FM TH6 SIX 6 REMON. CITY OF REMON CONTROL vorlr N0. 1857 6 NAVD 1988 PER CRY OF WAS HELD FOR POSH AND A UE BE MMN CITY REMM. CRY OF RENRNI OF RENr01 CONRIOL PONr N0. 1910 AND WWA POW NO. 2192 WAS OONMM PONT Na 1850 WAS HEIR FM WIMIX HEIR FOR E1E1 IDIC BEND NO. BEING S55'3Y23E. 9&199 FEEFQNVIM). RECORD DRAWING AS —BUILT REC EQUIPMENT and MONUMENT SIGN REVISION 2 DRIPLINE END FEED LAYOUT NOT TO SCALE DRIPLINE SLOPED LAYOUT NOT TO SCALE TCR 15.27.221 JMV JMV 14.19.221 JMV BY I DATE I APPR SURVEYED: I SCALE: DESIGNED: TCR DRAWN. TCR ONE INCH SCALE AT FULLJIMv CHECKED: IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: JMV NOTES: • DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. • LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. • AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. • WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. re VERTICAL• NAVD 19a8 HORIZONTAL: HAD 1983/1991 DATUM 4-6" DRIP MANIFOLD BURIAL DEPTH INSET A O PVC EXHAUST HEADER ( PVC SCH 40 TEE OR EL (TYPICAL) ( BARB X MALE FITTING: T FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL 'FLUSH POINT WITH BALL VALVE' O PERIMETER OF AREA O PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA O SUB —SURFACE DRIPLINE 80 BLANK TUBING 90 BARB X BARB INSERT TEE OR CROSS: 10 Y2" AIR RELIEF VALVE 11 PVC SUPPLY HEADER 12 PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 13 PVC SCH 40 RISER PIPE 14 DRIPLINE INDICATOR. SEE DETAIL FOR ADDT'L INFO Dripline Maximum Lateral Lengths (Feet) Inlet Pressure psi 12" Spacing 18" Spacing 24" Spacing Nominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph) __0.6 0.9 0.6 1 0.9 0.6 1 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 395 255 465 402 652 474 50 417 285 528 420 720 488 60 460 290 1 596 1 455 780 514 NOTES: • DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. DISTANCE BETWEEN LATERAL ROWS FOR BOTTOM 1 /3 OF SLOPE TO BE SPACED GREATER THAN OPTIMAL ROW DISTANCE. SEE RAIN BIRD XFD DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACING. • LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. • WHEN ELEVATION CHANGE EXCEEDS 8 FEET IT IS RECOMMENDED THAT A NEW DRIPLINE ZONE BE CREATED. • INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL. • WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. O PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED 11 TO MEET LATERAL FLOW DEMAND) 12 O BARB X MALE FITTING: O PVC SUPPLY HEADER 4-6" ® PVC SCH 40 TEE OR EL (TYPICAL) DRIP MANIFOLD BURIAL DEPTH O SUB —SURFACE DRIPLINE: 10 PVC RISER PIPE 11 TURF OR MULCH 12 FINISH GRADE OODU © FLUSH POINT: SEE RAIN BIRD XFS DETAILS FOR FLUSH POINT 1 INSTALLATION 4 O7 PVC FLUSH HEADER INSET A ® Y" AIR RELIEF VALVE: RAIN BIRD MODEL: ARV050 0 DRIPLINE INDICATOR. SEE DETAIL FOR ADDITIONAL INFORMATION CITY OF- 1;%R] RENTON vugv Planning/Building/Public Works Dept. RECORD DRAWINGS R-416634 V E V Id � H � � t ._ 0 vM Ln i LLB N N M 4A i QOON (n N � >a� rq > L0 i C Ln aS N W U 22 Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRIPOINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 DATE: 05-27-22 FIELDBOOK: PAGE 34 °F 46 0 O I L0 cn N O Qz F--O OLj JUJ C FENCE EXHIBIT OF TT ELLIO FARMS NOTES SEE FENCE DETAILS, SHEET 36 — A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. FENCES FOLLOW LOT/PROPERTY LINES. LIJSHOWN OFFSET FOR PLAN CLARITY. _PROPERTY - CITY OF RENTON, KING COUNTY, WASHINGTON LINE ' `''��, � � � `�'���, RECORD DRAWING - - LEGEND _ - WOOD SPLIT -RAIL FENCE \ . \ \ DECO -MESH FENCE \ OTHER FENCE Yo 0 �\ •� (SEE NOTE ON PLAN) � 0 N , d. • 1 \ mil_ d ,,_ `` . - ,,_ -- 140TH WAY SE \ r o 42" DECO MESH \ ,°r \ FENCE, TYP. �\ \ SEE DETAILS � NO FENCE WITHIN d —TRACT CRWSDNEASEMENT ARBORVITAE USED e P WOOD SPLIT -RAIL FENCE, \ P, � ,� r' \ � FOR SCREENING ' S/E DETAI ��. SEE ` \ \ WATE E • PLANTING� N ° - F— PER 8066 «..:.. _ 2217 SF GATE, TYP. LLJ 2219 SF — --�— — v — 2217 SF — - —-S-F - ' 42" HT. DECO -MESH , •a ..,\ _ — • FENCE, TYP. 6 F � I 8 � SEE DETAILS . 4 2240 SF ` { �.d . 5 2219 SF i I TRA + \� I i� 39 5 SF 6 P. N SPAC d • • 2112 SF OPEN SPACE \ \ , a ' I 42" HT. DECO -MESH FENCE, TYP. $ $4 S 9 • • SEE DETAILS I : d. 2240 SF 18 a �- � 2407 SF s I 5 I I�2157 SF I i 43 2354 SF \ - i 42 d;• 14. .. 2150 SF 42" HT. DECO -MESH / 2240 SF • • 17 TRACT F � _ . ,� 24os SF . a 41 SEE DETAILS ; 256 SF OPEN SPACE 2302 SF '\ I TRACT C \ 40 ALLEY LN 42" HT. DECO -MESH 3 45 \\\\\� ' 11 FENCE, TYP. �' ; 2240 SF i 16 I SEE DETAILS L- • • 2406 SF Q 284 SF N 38 � I i � Ll 2 8 SF12 -- -- 17 15 • 2263 SF ----------- TRACT F 37 sF 2847 SF �\ OPEN SPACE14 =:y ` � r 13 \\ , 2331 SF { 2390 SF 36 \ > • a + —� 2445 SF \\ • L/ 22 L / d x ` Y., — — 2415 SF co v WOOD SPLIT -RAIL FENCE AND ------- 2296 SF d 4 dIf: `� c I mo CRITICAL AREA (WETLAND) I �' nJ o \ � SIGNAGE, SEE DETAILS I \\ \ / / 23 1... w L�J �� 1 TRACT H 2852 SF D 6' HT. SOLID BOARD WOOD FENCE CRITICAL AREA \ 34 42" HT. DECO -MESH 0 Q C4 ALONG BOUNDARY LINE BEHIND `=> `\ 2458 SF d FENCE, TYP. _ LANDSCAPE BUFFER ACT �� u- u SEE DETAILS SEE DETAILS - � E 4 d i ALLEY In 42" HT. DECO -MESH cv __ __ __ FENCE, TYP. CD SEE DETAILS 00, H m O CD CD J 1w = 30' 0 15' 30' 60' CD CD L0 ®f. WAS - 171 774 --? O u vi = � H C: t u . _ O � W N � M i Q 00 (V dl N t �Q(-0 Lr) L0 a-+ fV m O co N N m V L—Y�t RECORD DRAWINGS \---�� 32 — -- -- R-a 663 42 HT. DECO -MESH FENCE OR 2628 F 2607 SF 2 27 26 Cn r E \ 3091 SF 27 " 48" HT. SOLID BOARD WOOD F 2 25 2 F IN COMPLIANCE WITH CITY OF RENTON STANDARDS c\I \ TRACT F FENCE ALONG TOP OF WALL o I 6' HT. SOLID BOARD WOOD FENCE SEE DETAILS ALONG BOUNDARY LINE BEHIND ¢ z OPEN SPACE LANDSCAPE BUFFER SEE DETAILS J M J -- W 1 O PROPERTY ............................................ ............ _ _ _.... LINE \ __ PfOPERTY CD LLI LINE J U SURVEYED: SCALE: v DATE: W W HORIZONN IAL. r� iel3%1991 05-27-22 DESIGNED:TCR URI CITY OF TRIPOINTE HOMES FlELDLi00K: R E N T O Ni PAGE 0 0 N La! 3URYEYpgTUiA HHMMWAL DW DAIU 6NAD19&X91)PERCITY OF VER��R7R7195SITE RENTON. CITY OFRO/fp„0NTROLVO,RNO. 185, 6 NKVD 1988 PER CITY OF WAS HELD FOR POSMON AND A LIE BETWEEN CITY REMON. CRY OF RENTON OF RDM CONM PONT W. INN AND CONM Mff W. 2192 WAS WNTROL POW ND. 1860 WAS HELD FOR ROTAiaN BEING 7 RECORD DRAWING AS —BUILT TCR 5.27.22 JMV DRAWN: TCR ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATUM Planning/Building/Public Works Dept. (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 DRAWING N0: 6 REC EQUIPMENT and MONUMENT SIGN JMV 4.19.22 JMV CHECKED: J� NO. REVISION BY DATE APPR APPROVED: D SHEET: OF: 35 46 FENCE DETAILS X w m 0 rr hi 0 U J r� N a N 0 0 0 N Lqa) � OF ELLIOTT FARMS � A PORTION OF SECTION 22, TOWNSHIP 23 N. RANGE 05 E., W.M. w ~ CITY OF RENTON, KING COUNTY, WASHINGTON RECORD DRAWING Q w 2) SPLIT CEDAR RAILS 00 O TOE —NAILED TO POST (16d) _ Q J J w z � � 0 N z 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 N OT E 1= a l I °a a I I le g III 95%. I I FINAL GRADE �—III—III— WHERE PLAN SPECIFIES CRITICAL AREA (WETLAND) SIGNAGE, PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') H f N <�J. 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 INDICATING THE WORDS, "NO TRESPASSING — PROTECTED TREES, ON THE NORTH SIDE OF ALL THE FENCING SHERW L Ix4 EDGE CEDAR (OUTSIDE) 2x4 HEM FIR OR CEDAR (INSIDE) CEDAR AND D . FIR TO BE PRE —STAINED WITH I N WILLIAMS SW3542 CHARWOOD , SEMI —TRANSPARENT SPLIT -RAIL FENCE DETAIL NOT TO SCALE CHAMFER TOP OF POST 45°, 1" DEPTH, ALL FOUR SIDES 2" X 4" PRESSURE —TREATED LUMBER, ONE SIDE OF 1 " X 6" 4" X 4" PRESSURE —TREATED FIR POSTS, 8' O.C. 1" X 6" CEDAR SLATS ALT. 1 " X 4" CEDAR SLATS 2" X 4" PRESSURE TREATED LUMBER, ONE SIDE OF 1 " X 6" PITCH SURFACE TO DRAIN FINISH GRADE O z MAX. 8'-0" O.C. r� CONCRETE FOOTING, MIN. 12" DIA. TYP. BACKFILL WITH NATIVE SOIL, COMPACT AROUND FOOTING UNTIL FIRM AND UNYIELDING 4" MIN. DEPTH CRUSHED ROCK SUB —BASE, COMPACT TO 95% 6' HT. SOLID BOARD WOOD FENCE NOT TO SCALE ti;.ilL� HDRR WAL DAIM IS W IN991) PER CITY OF VOMML MW FM TN6 SIZE RDITON. CITY OF ROOM CONTROL vorlr W. 1857 IS NAVD IWI PER CTY OF WAS HELD FOR POSITION AND A LIE BMWM CITY REMM. CRY OF ROM OF RENTTI MIM MIT W. ,9a AND CONIM KW W. 2192 US MMM POLAR NM iam WAS NERD FM ROT/TW IEID FOR ElLVF=K BE91G BEING S88'&WE. 9&199 F01"VIM). 7 RECORD DRAWING AS —BUILT 6 REC EQUIPMENT and MONUMENT SIGN NO. I REVISION SURVEYED: DESIGNED: TCR TCR 5.27.22 JMV DRAWN: TCR JMV 4.19.22 JMV CHECKED: imv BY DATE APPR APPROVED: JMV 42" HT. DECO -MESH FENCE NOT TO SCALE CHAMFER TOP OF POST 45°, 1" DEPTH, ALL FOUR SIDES 2" X 4" PRESSURE —TREATED LUMBER, ONE SIDE OF 1" X 6" 4" X 4" PRESSURE —TREATED FIR POSTS, 8' O.C. 1 " X 6" CEDAR SLATS ALT. 1 " X 4" CEDAR SLATS 2" X 4" PRESSURE TREATED LUMBER, ONE SIDE OF 1 " X 6" PITCH SURFACE TO DRAIN FINISH GRADE O z N GAP POST CAP TYP. 4x4 P.T. POST 2x4 CEDAR RAILS —2x4 D. FIR — Ix4 CEDAR ONEDGE DS B�ARDAR OUTSIDE 4x4 DECO MESH MAX. 8'-0" O.C. INSIDE CONCRETE FOOTING, MIN. 12" DIA. TYP. BACKFILL WITH NATIVE SOIL, COMPACT AROUND FOOTING UNTIL FIRM AND UNYIELDING 4" MIN. DEPTH CRUSHED ROCK SUB -BASE, COMPACT TO 95% 4' HT. SOLID BOARD WOOD FENCE NOT TO SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. O I RECORD DRAWINGS R-4 1 6636 V V Vi Id � H Z t . _ 0 IDS i W c N M 4A i a00N dl N 01 4A I-- > L0 i C Ln a-,' N W U r Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRIPOINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 DATE: 05-27-22 FIELDBOOK: PAGE 36 °F 46 T T T O o rr w U) 73 rr H O J w 0) 3 E i a� U) U O E 0 L� EX R/W 0 0 J Lv m Lv Lv V) I Lv z_ J Q SR 169 (SE RENTON MAPLE VALLEY ROAD) 106 4 � 105 2 /1\ T F— LI Z CL n J 313 m AS -BUILT ILLUMINATION PLANS 8 a V- T - T- T - T T T - T T- T T- T i OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON M M —C15 M NEW RW � 1 o;ROAD A 1 2 2 NEW RlW \ ,NEW SMT 1 1i /2 RECORD DRAWING AS -BUILT ,;; .o w NO. REVISION J - � LL M ILLUMINATION CONSTRUCTION NOTES: I� O CONSTRUCT FOUNDATION PER CITY OF RENTON LL 1 STANDARD PLAN 116. 1. FURNISH AND INSTALL NEW L�1 POLE, LUMINAIRE, AND CONDUIT PER ILLUMINATION POLE —� SCHEDULE, SHEET IL-2, AND CITY OF RENTON STANDARD PLANS 1 16.1, 119, 120 AND 121, SHEETS j IL-4 AND IL-5. O CONSTRUCT FOUNDATION PER CITY OF RENTON mO STANDARD PLAN 117. 1. FURNISH AND INSTALL NEW Q POLE, LUMINAIRE, JUNCTION BOX, AND CONDUIT PER ILLUMINATION POLE SCHEDULE, SHEET IL-2, AND CITY Lv OF RENTON STANDARD PLANS 1 17.1, 119, 120 AND Lv 121, SEE SHEETS IL-4 AND IL-5. APPROXIMATE LOCATION OF 1201240 POWER SOURCE. I O3 THE CONTRACTOR SHALL COORDINATE WITH PSE INCLUDING COMPLETING ALL FORMS/APPLICATIONS AND Lv PAYMENT OF ALL ASSOCIATED FEES. PSE SHALL MAKE z FINAL CONNECTION TO THE POWER SOURCE. J OCONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF = 4 RENTON STANDARD PLAN 126.1. FURNISH AND INSTALL NEW SERVICE CABINET ON NEW FOUNDATION PER CITY U OF RENTON STANDARD PLANS 122.1 AND 126.1, SEE F— SHEETS IL-4 AND IL-5. Q ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZ1 ILLUM. #8 SVC POWER EQUIP. GROUND TRACER WIRE N0. 2" SCH40 PVC 2 1 2 2" SCH80 PVC 2 1 3 3" SCH80 PVC 3 4 3" SCH40 PVC 4 1 5 3" SCH80 PVC SPARE 1 1 6 3" SCH40 PVC SPARE 1 1 7 2" SCH40 PVC SPARE 1 1 8 2" SCH40 PVC 4 1 9 2" SCH80 PVC 4 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. TDR 4/8/2022 TTT SURVEYED: DESIGNED: TDR/TTT DRAWN: TDR/CDW CHECKED: TTT/G M D BY DATE A P P R APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ILLUMINATION LEGEND NEW DESCRIPTION 8 JUNCTION BOX TYPE 1,2 ROADWAY LUMINAIRE POLE PEDESTRIAN LUMINAIRE POLE — — — CONDUIT/CONDUCTOR ® SERVICE CABINET OCONSTRUCTION NOTE OLUMINAIRE POLE NUMBER VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD N U N co N Z p O Q � T 0 0 w It z 0 0 =w CO T Z O 0 0 ,SEP NO 7 04108 2022 10 N 00 o 00 O N Q � i Oo 06 .0 O U 0 UL Z Q— E� 2 U00 �CC) .i Q i C o0 � O O N Lu _ m �Q O O U U •O 15 60 O � oc m } a� 0 30 90 o V) SCALE IN FEET CC) �w o N CD T-416601 o co R-416637 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS m O AS -BUILT ILLUMINATION PLAN TRI POINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 � N oC 0 Z LaL m �0 � 7 O� J Z J w w DATE: 04/08/2022 FIELDBOOK: PAGE: DRAWING NO: L-1 SHEET: 37 OF: 46 T T T O O o r W 0 73 rr Q LL O J W r. r- ry Q w U L X r4t= N 0 U 0) 3 E L U) 0 E L 0 Li F c c h A.Q.RTTTT.Pr TT.T.TTII1TTFJAIrTfIFJ PT.APJ.Q N U N It N O O T a J T T M O O T n T T O rr a I C, r Lc d I z z E O N U N N O O O a J T T M O O T n AS -BUILT ILLUMINATION PLANS Q0 Q0OF cS "It ,:I- ELLIOTT FARMS � w A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. ~ ~ CITY OF RENTON, KING COUNTY, WASHINGTON 0 73 LL 0 J W 0) 3 7 E a� U. to 0 E a L.� DocuSign Envelope ID. AOA08484-40BB-4C5D-69EO-E7OE51967ED2 PART SPECIFICATIONSALL LU4RAAIRE POLE, CAST ALUMINUM BASE PARTS. AND ANY ADDITIONAL EOWPMENT MOUA'TED 04 THE POLE SMALL BE FACTORY PRIMED AND POWDER COA iE0 TD MATCH FINISH COLOR. _ 1 ALL BANDING AND ALL OTHER MOUNTING HARDWARE SMALL „ MATCH FINISH COLOR FINISH COLOR RAL 9DOM .ET BLACK d mT ^� DECORATIVE LUMINAIRE POLE NOTES W ROUND TUBULAR SECTION INO TAPER) — ROUND POLE CAP - ALUMOMW SHROUD MY ! ALAA FACNRERI IUMY4AfEARM DOME STYLE LED LUMM7E(WATTAGE PER PLANS, 4030K OCT. 12D27TV LENT MPER F;AlI1S 1 UNIVERSAL DRIVER(750M OR LOI ERI. 10'MAX jWITH FLAT CLASS LENS) BY CYCLONE I (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FLMRE. FOR ( N MOUNTING AAM DETAILS SEE FOR PLAN / 1173. WIRING PER STD RAN 119 ,.� _r FOUNDATION SHALL SUPPORT POLE SHOWN IN STANDARD PLAN 117.1A POLE BASE PLATE, FOUNDATION, AND ANCHOR BOLT DETAILS PER STANDARD PLAN 117.1A DOME STYLE LED LUMINARE TWAT -AGE PER PLANS A 0500 OCT I 126277V UNIVERSAL DRMER (T56mA I �. o OR LOWER). WITH FLAT GLASS LENS, BYCYCLONE;OR APPROVED !z DRIVER 9HA:L BE P17L{4TEGRAiRAl TOTE 1 _ _ - P FIXTURE FOR MOUNHNOARM LUMNAMARM o DETAILS SIR STD PLAY 1173 WBRMG 27p' PER STD PLAN' 19 YLWINAR{S DECORATIVEROADWAYAT ARE ARE MOUNTED AT 0' 0' •DECORATIVE PEDESTRIAN LUMINMRES 1 ARE PAOL14TED AT B • 1NNOHOLES ARE MOUNTED AT 180` ORIENTATION LOCATION =0R STREETUGM STAIOARD DECAL NUMBERING DETAIL REFER TO CITY OF RENION STD PLAN 121 Y� POLE S A-L 606.3-T4 ALUA9N131k - PDC- ASSEMBLY NEAT TREATED L� TOT6CONOYT10N, 10' BASE DIAMETER, TAPERED BETWEEN IV TOP L 0, LLMNAIRE CONNECTIONS _r $ - IRON BASE WITH REMOVABLE ACCESS DOOR - DECORATIVE BASE COVER PER DETA L, TINS SHEET A 4' A B' REINFORCED ALAN%M - I - INSTALL ANCHORBOLTCOVERS HANCHOLT OPENING WrtH (PROVIDED BY POLE S^.F-18 HOLE FORAOROIIND MANUFACTURER) ALUMINU MAID FLUSH FlTRNG DOOR wIr,ASKET SIDEWALK OR PWMIF4UU � RANTER STFIP el DECORATIVE BASE COVER i.- ROADWAY T ' IF SURFACE IS NOT LEVEL INSTALL GROUT AT CONCRETE PADASIOEWALN PER STDFLAN 110 — . - BASE OF POLE AMO BASE COVER PROVIDE I DM DRAIN TUBE THROUGH GROUT FOUN AATODN PER STRUC'URAL AP44 YSLS POLE ELEVATION �v ARTERIAL STREET PLAN - 117.1 PUBLIC WORKS DECORATIVE LUMINAIRE POLE a�P OV D DEPARTMENT DETAILS I Ma In astUCh811/S/2020 I E — BBLii7TF69B9li96 . DATE � Ili G o N cc I- � 1 DECAL: REFLECT)DRIZED GOTT HC GOLD OR WHITE LEGEND ON BLACK BACKGROUND INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 507 F OR ABOVE N'MiBF1RING EXAINIPLES PLAN VIEW FOR STD KAN 116.1,117.2,117.4 STRFET LIGHT STANDARD PUBLIC WORKS DECAL NUMBERING SYSTEM DEPARTMENT DocuSign Envelope ID 5D308A1A-204D-48E8-BB23.8A2834BB565E ;.Ii M14L'M IJIAIN J-i AND'._-tL -.ATED PARTS SHALL BE FACTORY UIfD AND POWDER COATED. .I _y Cg&IK RAL 9005D ',Ei BLA. LED TYPE WATTAGE STD. PLAN- 121 'PROV PRESTIGE SERIES (0174) LED POST-IOP LUMINAIRE (WATTAGE PER PLANS, 4.000K CCT, 120-277V UNVERSAL DRIVER, NAM VS.W RIBBED ACRYLIC LENS) BY CYCLONE (OR APPROVED EGUAL)_ DRIVER SHALL BE INTEGRAL 10 THE FIXTURE I �MINAL BLOKE LOCATED IN THE LIRE 4' 8 - #5 BARS, 2' CONDUIT UNLESS EVENLY SPACED STATED OTHERWISE ON PLAN=_ - � CENTER CONDUIT _ IN FOJNDA71CIN i BOLT CIRCLE (DIA PER ANCHOR BOLT PLAIE DETAIL, _... j1 HOURS U 12• THIS MIS SHEET) LiIJNDA?I'Nd '_E 11pN 2' COWUII UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION PUNS 6 FOUNDATION CAP sja' CHAMFER ITmI:::::\\ Tnl STREET LIGHT STANDARD DECAL NUMERING PER STD FLAN 121 E%TEND ME C . I I., d 6' Im BEYOND FOUNDATION OR THE Y CONTROLLED DENSITY BACKFILL I<_ '4'-0• FLUTED SHAPE, 5' DIAMETER, W HOOPS 0 12' TRAIGH ALUWNUM POLE P015-14-8046- RAIL 90D5TX-IN43) 8 - p BARS, i E. r' CYCLONE (OR APPROVED EQUAL) EVENLY SPACED 2 1/2' CLR INSTALL GROUT di PROWDE 1 J2- O)A ORAN 3' LAW BOLT TUBE THROUGH CRo:.IT - - �rRO,ECTION di CF aq 3/4' CHAMFiF 24- I V NIGH FOUNDATION CAP �� . .. 1 • • :ICI I);C h'I �11 • 7/8' DIA HOLE r (TYPI 1 /4STEEL PLATE t, MAN04W BOLT CARVE INA _ PER BASE PLATE OC:ORA71VE ALUAONUM CLAMSHELL ---- - DETAIL THIS SHEET) 545E COVER BD46 BY CYCLONE ANCHOR E..- = T DETAIL 0 (ilR APPROVED EOUAL) POLE BASE UE TAIL TOP � FOUNDA RON rOLE SASE PER ANCHOR BOLT, 4 TOTAL DETAIL, THIS - ;HEEf S/4' DIA (RYP) Ie' NAME TEAL 3/4' HEX NUTS. ST=R- SASE COVER REO'D PER ANCHOR c. `i'S%'� •:' ``� FLAT WASHERS (6 RF-.I, =: it, ANCHOR BOLT)FOUNDATION I 71 SHEET FOUNDATION FOUNDATION DETAILS 1, PUBLIC WORKS DEPARTMENT IN NEIGHBORHOOD STREET STU PLAN - ; I cs I PEDESTRIAN LUMINAIRE A ROVED: FIXTURE AND POLE DETAILS GAZ 3/13/2019 1 :] — GA IE RECORD DRAWING AS -BUILT G.i 0 w NO. REVISION J — LL IL DocuSign Envelope ID: F41B6C7D-1A89.4D3E-83C3-E2FO224FAF96 POLE & BRACKET CABLE, #12 AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED FUSE KITS QUICK REFER TO WSDOT LOCKING DISCONNECT 3 AMP IN LINE FUSE KITS S,E,C. OR EQUAL — LID STANDARD DUTY JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10 GROUND LUG SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS CONCRETE PAD OR SIDEWALK PER STD PLAN 120 1 24"(MIN) COVER #8 BARE COPPER GROUND WIRE GROUND CLAMP 1 -#8 EQUIPMENT GROUND 2" PVC CONDUIT WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM 5/8"x8' COPPER CLAD WIRES TO CONTACTOR GROUND ROD (SIZED AS REQ'D.) 0 LUMINAIRE #8 GREEN INSULATED WIRE TO FIXTURE GROUND LUG CONCRETE FOUNDATION NOTES: 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE, IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE.IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. DocuSign Envelope ID 5D308A1A-204D48E8-BB23-8A2834BB565E LUMINAIRE POLE JUNCTION BOX CONE -BETE PAD PLAN VIEW LUMINAIRE POLE -_____CONCRETE PAD 4- I BOX _ - LMINAIRE CONCRETE FOUNDATION LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTES I LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS OUN-DE OF SIDEWALK 2 CONCRETE CJ ASS FOR LUMINAIRE CONCRETE PAD SHALL BE PER STD PLAN 135 3 TOP OF LLIMINAIRE FOUNDATION ELEVATION SHALL BE LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD ELEVATION OR BOTTOM OF SIDEWALK ELEVATION 4 LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN 5 LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE I AND TYPE 2 JUNCTION BOXES ONLY �o� o LUMINAIRE POLE JUNCTION BOX CONCRETE SIDEWALK PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE CONCRETF SIDEWALK PER 57D PLAN 102 i� 111,I. TION 80% LUMINAIRE WITH SIDEWALK DETAIL CONCRETE PAD 0 JUNCTK)N Pic>' PLAN VIEW I� CONCRETE PAD / JUNCTION BOX J �Iul Yi '11 INDMDUAL JUNCTION BOX PAD DETAIL LUMINAIRE ELECTRICAL LUMINAIRE CONCRETE STD. PLAN - 1t9 �.----, STU PLAN - I20 PUBLIC WORKS WIRING SYSTEM 1 PUBLIC WORKS PAD/SIDEWALK AND DEPARTMENT aG�LI 5/22/2019 1 e DEPARTMENT JUNCTION BOX CONCRETE PAD A1�'ED immjE19 1 4: Greng A. Zr�a� DATE TDR 4/8/2022 TTT SURVEYED: DESIGNED: TDR/TTT DRAWN: TDR/CDW CHECKED: TTT/G M D BY DATE AP P R APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST 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. C TY 0 F R EN TON �3�N Planning/Building/Public Works Dept. O N U N Z_ p O T ° M J 0 U Z `0 1 U CO T Z C) 0 0 ,MIN 0 / 0 2022 I� 10 N S_ 00 o 00 O N Q � O N i od U O U� O Lu Z Q— ECD U .i U0 OC) O Q Q O o O N W •� �� ) LJJ N N � U p N O O 0 U 7S O O N C9% Q a� i In In OD LLJ O N CD T-416604 o co R-416640 o IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) O AS -BUILT ILLUMINATION DETAILS TRI POINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 � N oC O Q Z U— m �0 7 O� J Z J W w DATE: 04/08/2022 FIELDBOOK: PAGE: DRAWING NO: L-4 SHEET: ^ ^ OF: 46 Q0 AS -BUILT iza.LdUMINATION PLANS co coOF cS "It ,:I- ELLIOTT FARMS � w A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. ~ ~ CITY OF RENTON, KING COUNTY, WASHINGTON V5J # G Q 77 H P0n p W 0) 3 E N U O E 0 L.� Err LABEL THE STREET FACING SIDE OE THE CABINET WITH ITS ADDRESS NUMBER (1W0 STREET NAME) USING AN ENGRAVED PHENOLIC NAMEPLATE WITH 2' HIGH BLACK LETTERING ON WHITE 8ACKGROUND, ATTACH NAMEPLATE WITH ADHESIVE THE DETER DOOR SHALL BE REMOVABLE. UNLESS SPECIFIED IN THE PLANS, THE METER DOOR HINGE SHALL BE LOCATED ON LEFT SIDE OF THE CABINET 120f240VAC, 1 PHASE, 3 WIRC PHOTO mETER kLwmw 110E • �> —,IIwm B �CflNTR4L� M I TEST F- f� IT'S � 5WI7Cri } • r •. LTG. TYPICAL i GROU o FAkfLT _1 WIFUNG SCHEMATIC NOTES PER STANDARD PLAN! 122.E ELEVATION- C■ ,3 L 6" 21" ^ter• r, ,r co ao 2 ;e L01 S cc FOOTPRINT r DEADFRONT 2" T1'P. ECTION , I .h 1 a s- � 1 I 1 t � 7 � 1 � a 1 I , I , L_ J DocuSigrl Erwelope ID: 5D3WA?A-2D4D-48E8-BB23-SA2834BB55X CONDUIT ENTRANCE AREA • e ora `PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET 'ARINE1 , F,I —GRAUE LE VE L ONT VIEW SIDE VIEW ELEC RICJAL SERVIr€ CAi INET FOUNDATION SHIM TO PLUMB _ SEE NOTE 3 i 4 HOOPS 4 BAR EAC i CORNER "TO ze MIN 1 2" 3/8" DIAMETER PLASTIC DRAIN IDE VIEW CABINET DEPTH + 2--41i 1 1 E L¢ V _ #4 BAR EACH �11CN I #4 CORNER _HOOPS I Il I PLAN VIEW CONTROLITR CABINET FOUNDATION NCITtS PER STD PLAN 126.7 _ CABINET FOUNDATION I '�'i'17 1T[.Ah; — 126.1 Pt'BLIC' WORKS DETAILS (3L'ED: DEPARTMENT Zu 3/13/2019 1 4: ] 1F RECORD DRAWING AS —BUILT TDR 4/8/2022 TTT SURVEYED: DESIGNED: TDR/TTT DRAWN: TDR/CDW CHECKED: TTT/G IVD REVISION BY DATE APPR APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DucuSign Envelope ID: CECB9CBD-BB6B-I4AB-A628-3A843C949ACB M 1p FAN A'9SIIIT�i A981 H CARI�RsPACf 1M1F10w,atPu.E WIMM WAU ulna SPACE LF1fJI11pX,1�AIpWG FIA&LF9W19ECm•JUTUFYS9Aff 1w C, +� CABINET CHAMBER DETAIL AN SirgL POLE ROSE RAZE ATTAEHU W M 6LLT5 PER F AMAWILW 11?.1AWEPLA1C0MIL Am $TEFL C MIFF TOP RATE 7M KCc AA 1S,11NuIM aA3f AS&fAMY All MM STiiL1CRiRAI%&NR 7�7A 87EE.i CA9P€T 9F}TTOM FJPE � fC BABE COVER DETAIL � Y O + t PUBIAC WORKS DEPARTMENT IV T w(M r ilat ki I71P ollL now I Dik sots MME CABINET TOP PLATE )DETAIL 7C' IYA. 1d' 411A, o+i t.7C pV�+lglF3 fVVAFLTMitt CANNOT 150TrOM PLATE DETAIL ARTERIAL STREET SMALL CELL DECOFtATIV'E LUMINAIRE POLE DETAILS CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST 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. 0NC TY OF R EN TON Planning/Building/Public Works Dept. I STD. PLAN — 117_IB Do"Slpoed by: Martin Pastucha3r31/202 ar3slastr,�e=Ja�:r.. ATE T-416605 R-416641 0 N U co N Z p 3:: o QT Q O U W Ilm Z O U =w T z Ip Oo SEP IN 04108 2022 10 N 00 00 o CO LO } N O Q� O� I OO Lu Z Q— E� .i U) �� O Q C?O CD LO p G N LL _ m c O O 0 U _O '� •O � N O O N N Q } N N O V) i N CC) W O NCID o cry � N 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) O AS -BUILT ILLUMINATION DETAILS TRI POINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 � N oC O Q Z U- m �O 7 O� J Z J W w DATE: 04/08/2022 FIELDBOOK: PAGE: DRAWING N0: L-5 SHEET: 41 OF: 46 T T T O o r w I- I- 0 73 rr H I- O J W 0) 3 E i U) 0 E 0 L� LJ .0 z l J X ________________.}__�.__,l Ij II Ili II AS -BUILT ILLUMINATION PLANS OF \\\\\ ELLIOTT FARMS \ CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION 0.4 0.5 0.5 0.5 0.5 0. \\ \ DRAWINGS PREPARED BY TRANSPORTATION 075 0.5 0. + + + 0.5 0.5 0.5 0. \ \ \ \ A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. ENGINEERING NORTHWEST AND HAS BEEN 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6+ 0.50.50.5 0. \ \ \ EDITED TO REFLECT ASBUILT CONDITIONS. THE 1 .8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.5 0.5 0.5 0.5 0.4 0. \ \ \ \ \ CITY OF RENTON, KING COUNTY, WASHINGTON INFORMATION PROVIDED ON THESE RECORD 0.90 +. 0.90. + 70.70.60.\. + 0.50.50.50.5 \ \ DRAWINGS IS A COMBINATION OF FIELD +.9+.0 1.1 1. + 1.1 1.1 1 1.1 1.1 0.9 0.811 11 T11 1a'7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 \ \ \ \ SURVEYED INFORMATION AND DOCUMENTED I \ 0 9 1.0 1. .2 1.2 1. .3 + 1.3 1. 1.9 0.8 0.8 0.8 0.8 0. +. + 8 0.7 0.7 0.6 0.6 FIELD REVISIONS. 1 0 1. .2 1.2 1.3 1.3 .4 1.4 1. 1. + +. +. +. + +.5 .9 1 1.0 1.0 1.0 1. .9 .9 0.9 0.8 0.7 0.7 0. + + +.9 +.7 .6 0.5 + \ ,fI 0 1. 1.2 1. .4 1.4 5+.61.71.8 1. 1. 3 1. 1. 1.1 1.1 1.0 0.9 0. 0.7 0. 0.5 0.5 0.5 \ +1.51.41.4151.72.0 + + +.90. 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IW \ \ \ 6 1.6 1. + 1.5 1.5 1. 1.7 2.0 2.2 2.2 2.2 2.1 1. 1.6 1.5 1.9 1 .9 1.3 + +. + 2 1. + 1 1.0 1.1 + 0.9 0. + 7 0 7 0. 00. + 6 0.5 0. 0.5 0.5 0.4 0.4�J.4 \ \ \\ \\ 01.11. 61.61.5 f 1.92.12.22.22.01 71.51. ' 1.91.91.31.31.31.31.3 1.21 1.2 ' 31. 11.0 '.90. '. '.70.70.70. '.60.50. :5 '0 1. \ D 1.21. ' 1. ' '. 1.61.51.91.91. ' 91.91.31.31.31.21.21 1.21.21 1.5' S1. ' 3' 1.1' '.90.90.B' B .70.70. '.60.5 50. 0.40.30.3 .2 / / \ \ \ +.0 1.2 � �. \ 1.11 91.91. ' 91 ' 1.5'1 51.5'1 1.41.31.3 1.21 21. 1. 1.61.8 .81.71.7 6'.91. .11.11.11. ' '.B 0.7 0.7 0. '0.5'0.5'0. 0.4'0.3 \ I � W 1 .3 .2 1 .1 1 1 1 .3 .6 '1.8 '1.9 . 6 0. 5 0. 4 3 1.5 1.5 1.6 1.". ' .5 ' 3 ' .2 1.1 1. 1 3 .6 1.8 2. ' 1 2.0 1.9 1.3 i.2 i.2 1. ' i.1 1 i ' .0 0.9 0. B 0.. ' 0.5 0.7 0.8 91-7 .4 '1.5 �1.1 ' 3'.5' 181.91.91.91 '131.31.31.31.31.31. 1100.90. ' 0.7 9 1.1 1.2 1. \ .3 1.2 1.0 0.9 0.9 ' 3 ' ' .5 1.3 1.2 1.3 i ' 4 1.3 1. 2 1.1 1. 0. 1 7 \ • • / \ - - - - Op 0. ' '.1 1.1 1.1 1. 1.3 1.4 1.5 1.5 1.5 1.4 ' 1.3 1 2 1.1 1.0 0.9 0.8 0.9 0.7 0.6 \ , 0.8 0.8 .9 1.0 1.2 .6 1.7 1.6 ' 6 1. 1. 1.3 ' 0.9 0. 911.0 0. 0 0.9 0.91.0 90.s 0. 0.2 A' I - .7 0 I 0.1 0. R� V / / / I Cn 0 OFS .5 � � • / I I AM 0.9 0 � I zo. I Uik� .2�. 2 � I I 0 .0 1.2 0 9 I / \ \ • I 11 20.1 z i. • I \ 2 \I / \ 2 0. I 2 2 sa 0.1 3 3 \\ \ r 0.1 N -- /� \ • r . 0 I - - I .4 00 0.9 \ - I .3 4 0.6C. 1.0 I cD a I �i ' 0.\ p I \ 0.4 5 0 I 0, 8 CALCULATION SUMMARY 7%n1AL_ DESIGN CRITERIA CAL ION AVG. UN R0 RMITY AREA M TAINED MI . F SR 169 1.20 4.00:1 MAINLINE 1.20 4.00:1 SR 169 0.30 4.00:1 SOUTH SIDEWALK 1.06 2.70:1 OA 0.30 6.00:1 RTH ID K 0. ROAD A 0.30 6.00:1 SOUTH SIDEWALK 0.36 3.60:1 ILLUMINATION LEGEND NEW DESCRIPTION ROADWAY LUMINAIRE POLE PEDESTRIAN LUMINAIRE POLE OLUMINAIRE POLE NUMBER 15 60 0 30 90 SCALE IN FEET 10 > \ o. 9 ° .2 0. -- . o. 7 6+50.00: •` \ 5 0.9 1.3 1.1 1.1 1.1 1.3 1.4 1.0 0.8 \ < ROAD A i i- 1 0.3 0. \ .3 0.4 '.4 0 4 0.3 0.3 0. 1 0, B 0.3 0.3 0.3 0 3 0. 0.3 0.3 0.2 0 \ NEW R/W - - - - - - - - - - - - NEW ESMT - I I I i I I I I I I I I � I I II II it Q RECORD DRAWING AS -BUILT TDR 4/8/2022 TTT SURVEYED: SCALE: /A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: TDR/TTT DRAWN: TDR/CDW ONE INCH DATUM CHECKED: AT FULL SCALE TTT/GMD IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY CTB C TY OF R EN TON Planning/Building/Public Works Dept. Op.q., ru'1 O U N Z_ p O I� Q T IQ M: J 0 U It Z O U =w T Z Mp 0 0 MIN 0_ 7 04108 2022 N 1 c 0` o 00 N N Q � � O N O U� O Lu Z o- E6 CD Lo .i U00 �� o0 o N W •� �� ~N 7,5 Lu p O _O N - m O O � �o U a_ � U O O �N O C � o m N V) Ln N co C Lu N CID T-416606 o co R-416642 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS m O AS -BUILT PHOTOMETRIC CALCULATIONS TRI POINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 � N ^r O Q Z LL m �O O� J Z J W w II.- DATE: 04/08/2022 FIELDBOOK: PAGE: DRAWING NO: -6 SHEET:42 OF:46 co T r T p O Io cl. r. J w Q) X 0 0 (n a N N 0 N Ln 3 E 73 0 m a C3 LL AS -BUILT TRAIL ILLUMINATION PLANS OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. _ SR 169 (SE RENTON MAPLE VALLEY ROAD) CITY OF RENTON, KING COUNTY, WASHINGTON -PUG PUG — T T _ _.— T L.. �.— T -oT i T - T PUG T T P U T T� T TP UG T _ T T— T 1 T T T T T — T — T — T T— T — T — T— T T— T T T T T T � T — T � T � � — T— T T— T — T - T — T T r 7 I � (Ud) — r NG)1 T �N� T T PUG T T F-- T— T P(UG) T TP(UG) T O T T TT _ T T T T T O T T T 7 T— T T � O ___________________ -- - - - N OF zz � V _ P(Oii), P( (OH) 2 ) P(UG) -P OH•�l P(OH) P(OH) P(OH) P(OH) H P(OH) P(OH) OH) P(OH) P(OH) (OH) \ Z 2 1 1 1 1 1 M 1 M M M M M M M - M 3 4 5 6 / 8 1 9 1 1 $ — L — _M � � S 1� — M 1 M M O M —4— M M M M M ,v1 M M M o J CD TRAIL _ _ _ — — — --- _ _ O .-, I -- — -- i IN 10�/ / 4 (n 1 1 Wa N NEW R/W / 1 ° — — - — — _ _ — -- 1 I 6 5 1 O ILL --- W Z O 2 Ld I Z 1 O I 1 1 3 1 3 s 1 \ I I 1 1 1 1 Q LO 0 _j ♦ \ I s d 1 1 1 1 1 0 a I ° W 1 I I 11 1 1 11 J 410 \ I 1 11 0 1 1 0 I ' \ 1 1 1 1 1 W I Z 1 1 1 r Z p 0 0 R_ _ v — — _ _ _ Up: 1 1 1 1 �NER \_ q ' Oq w p _ r 1 ...........:..e a ILLUMINATION GENERAL NOTES a � �� _ — \\ � ° a � ' i" '� 1 FSS�os7E,��;� 1. ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH THESE PLANS AND THE CITY OF RENTON STANDARDS AND SPECIFICATIONS CURRENT EDITION. cy— 04 08 2022 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE — — \ \ 1 w CONTRACTOR AS NECESSARY. \ \ ♦ vvv \� 11 0 w z 3. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL \ \ \ Z 10 CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL �`\ \\ \ 1 11 ' C � COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. \ \ 1 I n 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF BURIEN IMMEDIATELY UPON DAMAGE. 5. LIGHT STANDARD LOCATIONS SHALL NOT BE EXCAVATED OR INSTALLED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER. 6. THE CONTRACTOR SHALL CONFIRM THAT 10 FEET MINIMUM CIRCUMFERENTIAL CLEARANCE IS PROVIDED BETWEEN LUMINAIRE POLES AND OVERHEAD POWER LINES. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. 7. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING AS —CONSTRUCTED CONDITIONS OF THESE PLAN DOCUMENTS. THESE REDLINE MARKUPS WILL BE USED FOR RECORD DRAWINGS PREPARATION. 8. ILLUMINATION SYSTEM SHOWN ON THESE PLANS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 9. IMPORTANT: CONTRACTOR SHALL COORDINATE WITH OTHER UTILITY INSTALLATIONS TO CONFIRM THAT UTILITIES ARE ROUTED AROUND PROPOSED POLE LOCATIONS. TENW SUGGESTS CONSTRUCTING AN 18" SONOTUBE OR CULVERT AS A PLACEHOLDER TO PREVENT OTHER UTILITIES FROM INSTALLING AT THE DESIRED LOCATION. ILLUMINATION CONSTRUCTION NOTES OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 116.1, SHEET IL-9. FURNISH AND INSTALL NEW POLE, LUMINAIRE, AND CONDUIT PER ILLUMINATION POLE SCHEDULE, SHEET IL-8 AND STANDARD DETAILS, SHEETS IL-9. CONTRACTOR SHALL VERIFY BOLT PATTERN PRIOR TO POURING POLE FOUNDATION. OFURNISH AND INSTALL TYPE B SERVICE CABINET WITH 60 AMP TYPE 1201240 VOLT SINGLE PHASE PER WSDOT STANDARD PLAN J-10. 17. MOUNT SERVICE CABINET ON A SINGLE WOODEN POSTS PER WSDOT STANDARD PLAN J-10.20. CONTRACTOR TO INSTALL CONDUIT AND CONDUCTORS TO NEW SERVICE CABINET. PSE SHALL MAKE FINAL CONNECTION. BOTTOM OF CABINET SHALL BE A MINIMUM OF FOUR (4) FEET ABOVE FINISH GRADE. SHOWN SERVICE CABINET LOCATION IS APPROXIMATE. CONTRACTOR SHALL CONFIRM PREFERRED LOCATION WITH DEVELOPER PRIOR TO INSTALLATION. ATTACH PLACARD TO FRONT OF CABINET STATING "STREET LIGHTING". OFURNISH AND INSTALL 18"X24"X12" FIBERGLASS HANDHOLE WITH 10"X15" POLYMER CONCRETE COVER (HIGHLINE PRODUCTS CHA 101512, OAE) PER DETAIL, SHEET IL-9. OINSTALL PHOTOCELL ON LIGHT POLE. OAPPROXIMATE LOCATION OF 1201240 VOLT POWER SOURCE. THE CONTRACTOR SHALL COORDINATE WITH PSE INCLUDING COMPLETING ALL FORMS/APPLICATIONS AND PAYMENT OF ALL ASSOCIATED FEES. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. CONDUIT SHALL BE CONTINUOUS BETWEEN THE SERVICE CABINET AND THE POWER SOURCE. PSE SHALL MAKE THE FINAL CONNECTION TO THE POWER SOURCE. OFURNISH AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10. AFTER FINAL INSPECTION/APPROVAL, LID SHALL BE TACK WELDED SHUT. CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST 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. N 10 40 0 20 60 SCALE IN FEET RECORD DRAWING AS -BUILT w .0 w N0. REVISION J — � LL \ \ I N in ♦ � , cal \ 1 � Lu Eo i .•I,F�L � \\ I _—' RAW ,—' •i �D8, �O �q oo \ ♦ \ i I i co c \�`_--- o — W O ��� o o C9% O ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. # 6 PHOTO CELL # 14 SVC POWER #2 EQUIP. GROUND NO. 1 1.5" SCH80 PVC 2 1 2 1.5" SCH80 PVC 2 2 1 3 3" RGS 3 4 1.5" RGS 2 2 1 5 3" SCH80 PVC 3 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. TDR 4/8/2022 TTT SURVEYED: SCALE: DESIGNED: TDR/TTT DRAWN: TDR/CDW ONE IN( CHECKED: AT FULL S TTT/GJ IF NOT ONE BY DATE AP P R APPROVED: SCALE ACCOF CTB o� �00 T-416607 C3 v) 00 R-416643 C r N I IN COMPLIANCE WITH CITY OF RENTON STANDARDS (1)O N oC 0 Q Z L.L m �0 � 7 0� �_A VERTICAL: 1988 DATE: J W HORIZONTAL: NAD1 1983/1991 CITY OF AS -BUILT TRAIL ILLUMINATION PLAN 04/08/2022 LU TRI POINTE HOMES FIELDBOOK: %R]RENT 0 N PAGE: . (425) 455-2900 DRAWING NO: DATUM I Planning/Building/Public Works Dept. 15900 SE EASTGATE WAY. SUITE 300 IL-7 .Y BELLEVUE, WA 98008 SHEl Ol46 a L } r C, c C, d a E a C E L N U H H N N oC 0 Q Z LL m L�0 1 0 J Z J LU � T T T p O o rr W U) 75 IZ I- I- 0 J W I- 0 L.� 18.00 1 Job Name: Client Name: AV POLES & LIGHTING �� 43827 Division St. Job Location: ' Quote: Lancaster, CA 93535 To Free (844)70-AVPL Fa x: (661)945-2764 POLES & LIGHTING TYPe: .cam Quote Date: soles@avpltg.com .avpltg.vphg.com 4" ROUND STRAIGHT STEEL (0.120 Standard Wall) r SHAFT: Commercial -quality, hot -rolled, carbon steel tubing with a minimum yield strength of 46,000 PSI, conforms to ASTM A500 grade B. GROUNDING: Provision; 3/8-16 Threaded stud welded to inner shaft wall opposite hand hole. Flat washer and hex nut provided. HARDWARE: S304 stainless steel POLE SCHEDULE Drilled Mount w/ Pole Cap ar Tenon Mount 3"x 5" Hand Hole w/ Cover I I - Removable 2 Piece 1-1 Base Cover DBZ BLK WHIT GREY GRN FINISH: TGIC thermoset polyester powder coat finish is electrostatically applied at a 3.0 mil minimum thickness. A five stage metal pretreatment process and sealer provide maximum corrosion resistance. The powder top coat is baked in excess of 400 degrees for supreme endurance. E.P.A. DATA SCHEDULE CATALOG NUMBER - POLE HEIGHT SHAFT WALL SIZE GAUGE BOLT CIRCLE ANCHOR BOLTS MAX. FIXT. WT. 225 165 arcwYelned 70 MPH 21.1 17.4 w116- plus 80 MPH 18.0 14.6 addlBeeal l .3 mph 90 MPH 14.9 11.9 9.0. 100 MPH 12.2 9.5 RS5-104-1 1 10, 04" 11 9" 3/4" x 1 B" x 3" 1124-11 12' 04" 11 9" 3/4" x 18" x 3" RSS-144-1 1 1 A' 04" 1 1 9" 3/4" x 18" x 3" 135 12.1 11.0 9.2 7.7 RSS-164-1 1 16' 04" 11 9" 3/4" x 18" x 3" 110 11.4 9.5 7.4 6.0 1184-1 1 18' 04" 11 9" 3/4" x 24" x 3" 100 9.2 7.7 6.0 4.8 RSS-204-1 1 20' 04" 11 101, 3/4" x 24" x 3" 100 7.4 6.2 4.6 3.8 ry"". N.., -__- .w"1.1,1.T. Feels I3"aN a Hex 1Nrea:ILoLISN Nut-N 21t 5 23.13 i T 1 1.75 BOTTOM VIEW Box Only; CHB101512 AS -BUILT TRAIL ILLUMINATION PLANS ANCHOR PLATE ANCHOR PLATE: Fabricated from hot -rolled carbon steel plate conforming to ASTM A36 meets or exceeds minimum yield strength of 36,000 PSI. All welds shall conform to AWS D 1.1. Base plate and shaft are circumferentially welded top and bottom. Bolt Projection Above Grade Minimum......3.25'LA-1 Maximum......3.75" BASE COVER BASE BOLT COVER: Two-piece standard full base coverisfabricated from heavy gauge quality carbon steel and pretreated with corrosion inhibitors. Provided with S304 stainless steel hardware. Spun and cast aluminum covers are available. Qr aalE _r+ TENON OR DRILL MOUNT TENON MOUNT: Available with 2.375" O.D. or 2.875" O.D. tenon DRILL MOUNT: Removable top cap provided with drill -mount poles OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON STL-1 Template I 10.00 X 10.00 X 0.75 Anchor Plate -/1 8.00-11.00" DIA. Bolt Circle ANCHOR BOLTS ANCHOR BOLTS: Fabricated from hot -rolled carbon steel bar with minimum yield strength of 55,000 PSI. Bolts are fully galvanized and conform to ASTM-F1554 A55. Each bolt is furnished with two hex nuts and two flat washers. 4"-6" I1-1 -� ` e r 4" t I' 12" HAND HOLE HAND HOLE: Reinforced 3 " x 5" hand hole is located 18" above base. Cover and attachment hardware provided. HF -11i- -eii i L OR GFI RECEPTACLE _ OR GFI-METAL COVER: 2 gang vertical GFI receptacle with NEC 2017 Section Ea 406.9(B)(1) compliant metal cover. GFI-WEATHER PROOF IN -USE COVER: 2 gang vertical GFI receptacle with In Use Non Metallic cULus listed cover. VPL-RSS - - - - - - HEIGHT SHAFT SHAFT WALL MOUNTING GF1 ACCESSORIES FINISH 10, 4" 0.120" PT23 GFI BEB DBZ 04" Re d 11 G.,. 02.375" TENON w h METAL COVER BANNER EYE BOLT DARK BRONZE 12' PT27 GFI CPLN BILK 02875"TENON wiewFATHERPROOF THREADED COUPLING BLACK IN -USE COVER 14' 1@90 BA WHT POLE DRILLING BANNER ARMS WHITE 16' 2@90 BH GREY POLE DRILLING BASKET HOLDERS GREY 18' 2@180 FH GRIN! POLE DRILLING FLAG HOLDERS GREEN 20' 3@90 GALV POLE DRILLING GALVANIZED 3@120 POLE DRILLING 4@90 POLE DRILLING FACTORY FOR HEIGHT OPnONS 1.75 Polymer Concrete Cover Cl Only: :x UNLESS OTHERWISELED: NAME DATE ❑€MENSIONS ARE IN INCHESNCHES DRAWN/ ENG. SK 07.06.09 HIGHLINIE 6.17�L TOLERANCES; +1-118" FRACTIONAL - CHECKED r'�IIZFi�Q7� - -- LOAD RATING ANGULAR: MACH BEND t TWO PLACE DECIMAL 1 HIGHUNE APPR. Composite Handhole Assembly LOGO THREE PLACE DECIMAL o MFG APPR. Made] CHA 10 1512 PROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC Q.A. TierB (S) 12,000 ]bsJ, Tier15 11 22,500 lbs. 1141: INIFORNA'OIGh CUN'I'NTiL•"b1N THIS TdLE1RANCING PER: COMMENTS: DRAW LNG IS TIIL SOLI, PROK RTY OF MATERIAL- Sill✓ DWG, NO. REV REPRODU -70N IN PACPS_ ANY NTNPART 0RASSC)N OF Polymer Concrctc/ Fiblu glass BOX WE.IUHT= 31 lbs. A CHA101512 A WITHOUT THE WI7HOijT THE WRNT7'F.N PFRy115510N OF FINISH Hii¢HI.TNi=PRODUCTS 15 C()V ER WEIl 1T- 1916s, P110111BITEn. DO NOT SCALE DRAWING UNITS PER PALLET= # 30 SCALE: N•TS SHEET 1 OF 1 4 3 2 1 FACTORY FOR DRILLING OPTIONS FACTORY FOR ALL RAL COLORS DETAILS AVAILABLE Dnr TSgn Envelope ID: 5D308AtA-204D-48E8-BB2349A2834BB565E I 1�M 14-1,F AND PULE NE 0 PART SHALL, BE FACTORY MID AND POWDER COATED. RAL 40051I '.ET BAACx• STREET LIGHT STANDARD DECAL NUMBERING PER STD PLAN 121 (4) OVAL SLOTS -�TA4 Z' CONWI UNLESS EVENLY SPACED SPED SATED OTHERWISE ON PLANS - - CENTER CONDUIT IN FOUNDATION BOLT WLE [DIA PER ANCHOR BUILT - - BASE PLATE DETAIL THIS SHEET) 14 HOOPS A 12- FOUNDATION SECTION 2' 0014 Ir UNLESS �ROIIINO POLE TO STATED OTHERWISE DIN F FOUNDATION EXTEND ME CONDUIT u" MIN BEYOND FOUNDATION OR Off CONTROLLED DENSITY SACKFILL $4 HOOPS O t2' -� e - r5 BARS EVENLY SPACED 2 1/2- QR d �3' MIN BOLT y� PROJECTION •i FOUNDATION DETAIL 7/8- DU HOLE (TYpI '�2• t/4' STEEL RATE BOLT OME (VIA PER BASE PLATE DETAIL THIS SHEET) ANCHOR Re%T iE1JPLATC DETAIL POLE BASE DETAIL TOP OFF NOTION ANCHOR BAIT, A TOTAL J/4- OA IrYP) 3/4' HEX NUTS, STEEL (6 REOT7 PER ANCHOR 13(11. FLAT BASHERS (6 REVO PER AWCHOR BUILT) ANCHOR BOLT ASSEMBLY DETAIL FOUNDATION DETAILS POLE ELEVATION NEIGHBORHOOD STREET PUBLIC WORKS PEDESTRIAN LUMINAIRE P/+ DEPARTMENT FIXTURE AND POLE DETAILS © cyccone Hudson HUDT4A Approval - Specification Project: Order: Qty: Luminaire: Type: Head module: Classic lantern styling, square section, injection molded cast aluminum A360.2 housing. Mechanically secured, by a tool free latch to the optical module. Optical Module: The Orion LED optical engine is mechanically assembled to the optical module. The optical module has integrated hinges and stainless -steel latch that allows tool free access to the driver. The cast A360.2 aluminum heat sinkloptical module is optimized to minimize the LEDs operating temperature, increasing their longevity and efficiency. A white decorative plastic protection plate is mechanically assembled under the optical module. The high efficiency Orion LED optical engine is mechanically assembled on the heat sink. The lifetime of the LEDs is 100,000 hours. It is based on the LM-80 test and extrapolated with TM-21. This data is calculated when 50% of the LEDs produce 70% of their initial luminous flux (L70). The minimum color rendering index (CRI) is 70. The optical acrylic lens are designed to illuminate only where needed while achieving excellent uniformity with maximum spacing. The optical acrylic lens are sealed on the LED board. The light distribution type according to IES is IIIIO. _ 17 314" (45 cm) E Cage Module: the injection molded cast aluminum A360.2 cage module is mechanically assembled to the optical module for easy replacement. There is either no lens (NIJ a clear tempered glass (FGC) flat lens, or an acrylic globe (see other specification) DLP (option) used with the cast aluminum optical module. Pole -Top Fitter: Injection molded cast aluminum A360.2, installed on a 4" (10 cm) outside diameter x 3" (7 cm) long tenon. The fitter is self -leveling and attaches to the post using two 318-16 set screws. The top of the fitter is square and is screwed to the bottom of the cage module, and is dosed by a mechanically -attached cover. Once removed the cover gives access to the connections. u Driver: Class 1 (100W to 120W) or Class 2 (20W to 80W) self-adjusting regulator. N `✓ Primary voltage of 0 Volts, 50 / 60Hz, THD max 20%. High power factor of 90%. 0 Operating temperature from 40°F (-40eC) to 130T (55"C). The driver provides 0-10 Volts output and is ROHS compliant. Complete with an 18-6 AWG three -pole connector block and a 1 Ol three -pole surge protector for Line -Ground, Line - Neutral and Neutral -Ground lines according to the IEEE I ANSI C62.412002 C standard. Hardware: All exposed hardware is stainless steel. CO ' V JE Ur) Color: " Finish: Textured or Smooth (SM) U. Application of a durable polyester powder coating that meets AAMA 2604 requirements (5 years exposure to all weather Conditions). The finish meets ASTM G7, Ell D1654 and D2247 standards relative to salt EPA: 1.20 fill Weight: 29.5 Ibs ! 13 kg spray and humidity resistance. Cyclone recommends a textured finish for this product. MG Marine grade pre -finish available as an option, Options: PT Photocell w/7-PIN Receptacle (ANSI C136.41). PTDR TPIN Receptacle (ANSI C136.41). DLP Cast A360.2 aluminum photocell cover See Photocell specification sheet for details and other available models. Stamp/Approval: Name: Page 1 of 2 Name: Date: Date: Cyclone Lighting: 2175 Des Entreprises Blvd. Terrebonne (QC) Canada JISY 1W9 www.cyclonalighdng.com Phone: 450.434.50DO - info@cyclonelighbng.com 0 Cyclone Lighting 2021-02 TIN RECORD DRAWING AS -BUILT REVISION -0' FLEETED SHAPE 5' DIAMETER. -7AI(7R ALUMINUM POLE (HD15-T4-BD46-RAL9005rX-iN43) Br CYCLONE (OR APPROVED EQUAL) INSraLl GROUT PROVIDE 1/2- DIA DRAIN TUBE 11HIP"I GROUT 3/4' CHAMFER FOUNDATION CAP ... TDR 4/8/2022 TTT SURVEYED: DESIGNED: TDR/TTT DRAWN: TDR/CJ CHECKED: TTT/G M D BY DATE APPR APPROVED: CTB NOTE. SCNARAE SHALL NOT BE ALOVED FOR FOUNDATION CONSTRUC?t.V STD. PLAN 1161 G ROVED: 3/13/2019 1 4:1 �. II cyc� one APPROVAL - SPECIFICATION The Luminaires Group Inc Revision #1 Pia eat : South Avenue Decorative, Rochester NY I Order:SQ_0187'5D Type: C Option: Switch Box Dimmer Page:117 Qty:1f1 Options _ f Switch Box dimmer, allowing you to Change to different light output. For example: having your fixture at 20OW and want to have a Ilght output of 75% (D.75 x 2DOW=150W). r } Nate: position 1 has no d•Bnming. Switch Position: 2 1/2' [7Cm]� FRONT VIEW Name: Date ® cyccone Hudson HUDT4A Approval - Specification Project: Order: Qty: Luminaire: Type: Ordering Template model Lens Dist. Performil Package CCT VOR Reducer Ph Cell Options Color Texture Op. Fin. HUDT4A FGC 1 20W (330(1 3K 120-277 NONE NONE NONE BK TX MG NIL 1A 30W (4301 4K 347.480 R28 PP DLP OG SM 1AHS 40W (S600LM) 120 R30 PX' FDP508 MA 2 SOW (6900LM) 208 PTL" FDP506 SI 2HS 6OW (7900LM) 240 PTOR' SO BZ 3 8OW (10500LM) 277 BG 3HS 10OW (13900LM) 347 GM 3M 120W (IS50OLM) 480 PG 3MHS WH 4 4HS OWy on• cr 6wse opeore can be chosen 5 +Notavallebr iwlh 120.27NAC and 347.4WVAC Ordering Code References Lens Photocell 17 3I4' (45 cm) I is FGC Flat Glass Gear PT Photocell W17-PIN receptacle (ANSI C136AI) 0 a NL No Lens PTL Long life photocell W17-PIN receptacle Distribution (ANSI C136.41) iroLP 1 Type I PTDR 7-PIN receptacle (ANSI C136.41) 1A Type IA Fix Shorling cap WA -PIN receptacle (ANSI C136,41} 1AHS Type 1A Mth House Shield Options 2 Type 2 DLP Cast -aluminum cover 2HS Type 2 wdh House Shield FDP508 Program 50% for 8 hours (9PM to SAM) h f 3 Type 3 FDP506 Program 50% for 6 hours (9PM to SAM) 3HS Type 3 with House Shield SDe Field adjustable 10% increment step-dimating switch 3M Type3Medium -corudaon•IV",eesa mrnols xJc more men"m ", .Jar.:n3 3MHS Type 3 Medium with House Shield SD mtia, 4 Type 4 CDIOf 4HS Type 4 with House Shield BK Black RAL9005 5 Type 5 DIG Dark green RAL6012 to u S. rumnemc cram aosmmrtn•cnn mJe;rr. rant-: MA Marine bhA RAL5013 CCT SI Metallic silver RAL90DB (smooth only) 3K 3000K HUDT4A-EPA t2o6r.29.ets(i34) 4K 4000K BG Burgundy RAL30005 GM Moss green RAL6005 Watt 5K F* Ir m ,: Dn1.1 -u-i'l M, -Rr 10T,�: PG Pale grey RAL7040 ne 6ar�baeon am her.: VVH White RAL9003 Volts 120.277 MVOLT 120-27TVAC Texture 347-480 Hi 3474BOVAC Tx Textured SM Smooth (MetaRYc silver RAL9D06 only) Reducer None Fits 04' X 3" long tenon Op. Fin. ;oi; rei enahl R28 Reducer 0 4" to 0 2 7I8" X 3" long tenon MG Marine grade pre -finish R30 Reducer 0 4' to 0 3" X 3" long tenon Page 2 of 2 Stamp/Approval: Name: Name: Date: Date: Cyclone Lighting: 2175 Des Entreprises Blvd. Terrebonne (OC) Canada MY 1W9 www.cyclonelighting.com Phone: 450.434.5000 - info@cyclonelighbng.com 0 Cyclone Lighting 2021-02 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Position % light 1 1OD96 2 9596 3 90% 4 85% 5 80R6 6 75% 7 70% 8 60% 9 50% 10 40% 11 31D96 12 203fi Date: 22/07/2016 Page: 515 CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST 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. 00 u� r-, N U N N Z p C) Q L T 0 0 W Z 0 I- 0 11: T =w T Z O 0 6 Sim, 04 08 2022 10 0` O 00 V) +- _ 1 i7 O N Q � O N i o-6 .0 O w Z U - 1L Ev U L)� �� .� -0, U00 p Q CD 1 O o � N I�0) u N U N J m O O �o U O U H- N O o o IL N IL O oQ) Q } N N C O 00 W F- CD T-416609 CD V R-416645 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: HORIZONTAL: •NAD 1983/1991 ' 04/08/2022 CITY OF AS -BUILT TRAIL ILLUMINATION DETAILS TRI POINTE HOMES FIELDBOOK: RENTON PAGE: (425) 455-2900 DRAWING N0: DATU M Planning/Building/Public Works Dept. 15900 SE EASTGATE WAY. SUITE 300 IL-9 BELLEVUE, WA 98008 SHEET: wC OF 46 0 PSI 5� N G IZ 0 Z W �0 I- 0� J Z J W C, C, C, F Li c q a C, C, c C, L( d a E a C C OP.', N U H H N N oC 0 Q Z LL m 0 1 0 J Z J LU � EX R/W 0 0 oc Orc Oww o 0 �3= 6_ o=a T.23N.R.5E.W. �_w 03= W__ O J mJ M C m Z 0 J J + + +W� +ww + + 0 1wa a� SECTION 22 a = aw< <�_ rr V~IZ V~1� ~mow ~m ~zo STA 20+00.00 = M m w o N o w N F w< 169 STA 100+00.00 = o, o M ,moo 0 o e p m m m 169 M.P. 22.61 rc a � rc oe rcm EX EOP, TYP. O U) ----- E% EDGE LINE, TYP.- _ +------------------------------------- ---- ------------------------------------ -_ r7 r EX 8' SHLDR EX 8' SHLDR O = O EX 11' ? n n < EX 11' SR 169 (SE RENTON MAPLE VALLEY N EX 6' 103 S75'39'S1"E LJ J EX 6' _ ? Go IEX T1' SR 169—LINE J S W I EX 11' A FOC, TYP.---),WHITE EDGE LINE, TYP. H N 1 6' SHI_pR < F 6' PLNTR 4& 84 SWILK, Exhibit "C" Developer Agreement No, UCB 1693 SR 169 (MP 22,56 - MP 22.72) Elliot Farms EX R/W Sheet 1 of 3 JZ 0945 END PROJECT SR 169 MP 22.72 1- -------- _EX EDP, TYP. SR 1 69 105+93.64 ---EX EDGE LINE, TYP EX 8' SHLDR- ------------ EX 11' �- EX 11' EX 6' EX 11' -� EX 11' -� SR 169 (SE RENTON MAPLE VALLEY 51 SR 169—LINE EX 10' SHLDR EX EDGE LINE, TYP. E% EOP, TYP p EX R W B DESIGN DECISION Q1 DESIGN DECISION: ACCESS SPACING. DM 540.03(3)(B)2., SEPTEMBER 2020. A DESIGN DECISION: CURB ON HIGH SPEED FACILITY. DM 1239.05(3), SEPTEMBER 2020. TIME EX 8' SHLDR 6\ m3 orc3 _� <_o K UQ K I�UQ aLL a�4 n_ a or mar EX R/W Jm EX EOP, TYP. " . """ ""' \ -------- SR 169 97+47.00 97 11 11 O 11 11 E% EDGE LINE, TYP. FOC, TYP. EX 14 EX 11' EX EDP, TYP. - - EX 8' SHLDR 6'PLNTR J-------------------- � ------------------------------ .'.SC' WER '. � EX R/W JW o' EX R/W EX R/W O 1 z J z 0 w Nw Z Z Z J V�aw� w J J Qwww m0oo-o_M W •Z LA Oo OJ Oo +m +Ox o3 3 U1 nz 064 0 of m m mz r m mho z m m3z z 0 +0+¢+O <W.3amwaw� mm °,r mrw N x ar arc ar�m�m��m�W Vi_ Nf Vi L 7O `OU O Z p0 700 r DESIGN DATA DESIGN CRITERIA SR 169 PLAT ACCESS FUNCTIONAL CLASS URBAN -PRINCIPAL ARTERIAL (1) NHS STATUS NHS NON NHS ACCESS CONTROL MANAGED: CLASS 3 (1) DESIGN VEHICLE WB-67 SU-30 POSTED SPEED 50 MPH 25 MPH DESIGN SPEED 55 MPH 25 MPH TERRAIN LEVEL LEVEL TRUCK PERCENTAGE 5.0% <1.0% (1) NOT APPLICABLE; CITY OF RENTON ROADWAY. 'o i�vWi ev�i �Nn Hn� PAVEMENT MARKING NOTES vWioo vWi aria vWio lWn 3mily EX R/W Oj WHITE 18-INCH STOP LINE PER WSDOT STD. PLAN M-24.60-04. O DOUBLE YELLOW CENTER (DYC) LINE PER WSDOT STD. PLAN M-20.10-03. w WHITE 6-FT TRAFFIC LETTERS ('ONLY") PER WSDOT STD. PLANS Q M-80.10-01 AND M-80.30-00. ZOO ® WHITE EDGE LINE PER WSDOT STD. PLAN M-20.10-02. ~ W 5 O WHITE TYPE 2SR TRAFFIC ARROW PER WSDOT STD. PLANS AND M-80.10-01. CENTER IN LANE AT STATION E40 Q SHOWNO-02 O YELLOW PRECAST CONCRETE DUAL FACE SLOPED MOUNTABLE -------------------------------- 'SHLDR N © CURB PER WSDOT STD. PLAN F-10.64-03. EX 8' SHLDR + N) H YELLOW PRECAST SLOPE MOUNTABLE CURB PER WSDOT STD. EX 11' 0 W 7 O PLAN F-10.62-02. J ® WHITE CROSSWALK LINES PER WSDOT STD. PLAN M-15.10-01. Ex 11' w UI > y WHITE 24" HEIGHT POST DELINEATOR (3" DIAM.) WITH 2 ROWS — 105 16� C --�I------------------ EX 0 OF WHITE REFLECTIVE TAPE. _ EX 6' w m z_ < O YELLOW 4-INCH LINE, 10' O.C. WHITE DGE LINE, TYP. EX 11' 2 For. T P. 4 J w 11 WHITE TYPE 2L TRAFFIC ARROW PER WSDOT STD. PLAN EX 11' EX 11' = w M-24.20-02. CENTER IN LANE AT STATION SHOWN. UV) r 1© WHITE WIDE LANE LINE PER WSDOT STD. PLN M-20.10-03. 6' PLNTR 6' PLNTR < WHITE DOTTED EXTENSION LINE PER WSDOT STD. PLN -:SW' SWL 13 M-20-10-03. _.. _ ... w 1 z o0 z WH WK Jiw 3x 06 z Nw2 REGION STATE NO. 10 WASH JOB NUMBER CHECKED BY: BICKET I I I I CONTWT NO. Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Glen DuBreuil Phone: 425-250-0582 GENERAL NOTES 1. ALL SIDEWALK RAMPS SHALL MEET CURRENT ADA REQUIREMENTS TO THE MAXIMUM EXTENT FEASIBLE. 2. CHANNELIZATION TO BE INSTALLED PER CITY OF RENTON STANDARDS AND SPECIFICATIONS, CURRENT EDITION. SR 169 EX 12, ------------- EX 20' SHOULDER R35' EX 11'� EX 11'� EX 6' EX 6' EX 11'- EX 11'-� CURVE DATA BOX PI STA 0 R TANGENT L % SUPER SE 19+17.32 12'39'20" 100.00' 22.04' 22.09' 2% CROWN N 5 60 0 30 90 SCALE IN FEET WSDOT NORTHWEST REGION APPROVED CHANNELIZATION PLAN TRAFFIC ENGINEER —AREA OPERATIONS Signed Mike SvVIreS i. D Print ///%%ram/ 1 ' /%7if-,i,'��� lOL'F71rLb 11 ENGINEERING MANAGER Signed DIgk4ysRnWB Hung Date g ". � Cale: 3031A5301fiW35 Print ^7W' M.P. 22.56 TO 22.72 ELLIOTT FARMS PLAT SR 169 CHANNELIZATION PLAN RENTON/KING COUNTY CH1 SHEET 1 OF 3 MARCH 2O21 SHEETS e ISLAND DETAIL A SR 92 19+67.0 SE 19+67.0 -- - - - 8"8' RT 0.1' RT 7 TYP Rz.5' R2.5' SE 19+63.0 ISLAND AREA 10.7' RT 185 SF SE 19+64.5 2.7' LT SE 19+60.5 SE 19+60.5 8.93 RT 2.T LT d 0 0 9+55.5 SE 19+55.5 5.9' RT 2.7' LT 7 TYP. SE 19+50.0 11 2.7' LT 19+49.5 \1\P 3.1' RT 1' VB .O' SE 19+46.5 0 10 0.0' RT, END CURB SCALE IN FEET PLAN VIEW 6.5' PRECAST CONCRETE r SLOPED MOUNTABLE CURB FINISHED 6" DEPTH CONCRETE / WSDOT F-10.62 02, TYP SIDEWALK W/ 12"X12" SCORING / GRADE PATTERN, TYP. SECTION B-B N.T.S. Exhibit "C" Developer Agreement No. UCB 1693 SR 169 (MP 22.56 - MP 22.72) Elliot Farms TIME Sheet 2 of 3 JZ 0945 T.23N.R.H.W.M. SECTION 22 PAVEMENT MARKING NOTES ONLY NOTES USED ON THIS SHEET SHOWN. SEE SHEET CHI FOR COMPLETE LIST OF PAVEMENT MARKING NOTES. ODOUBLE YELLOW CENTER (DYC) LINE PER WSDOT STD. PLAN M-20.10-03. YELLOW PRECAST SLOPE MOUNTABLE CURB PER WSDOT STD. PLAN O F-10.62-02. 10 YELLOW 4-INCH LINE, 10' O.C. 1© WHITE WIDE LANE LINE PER WSDOT STD. PLN M-20.10-03. REGION STATE N0. 10 WASH JOB NUMBER CCNTWT No. eISLAND DETAIL B z 37' I SR169 100+3T 100+05.0 6.0' RT 6.0' RT ISLAND AREA 355 SF 10 TYP. �R. O 45' R6' I N AU S69 100+36.0 TYP SR169 100+17.0 60LT6.0LT 2 .25' 0 10 SCALE IN FEET PLAN VIEW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Glen DuBreuil Phone: 425-250-0582 15 60 0 30 90 SCALE IN FEET SR 169 GENERAL NOTES 1. ALL SIDEWALK RAMPS SHALL MEET CURRENT ADA REQUIREMENTS TO THE MAXIMUM EXTENT FEASIBLE. 2. CHANNELIZATION TO BE INSTALLED PER CITY OF RENTON STANDARDS AND SPECIFICATIONS, CURRENT EDITION. WSDOT NORTHWEST REGION APPROVED CHANNELIZATION PLAN TRAFFIC .. � 1 1 Print ENGINEERING MANAGER Signed ry��ffgtr�� nfi �,�._..�_1h Date "'-'"'J "'-'I' "'" Date' 202105241&0133-0TW' Print M.P. 22.56 TO 22.72 ELLIOTT FARMS SR 169 CHANNELIZATION RENTON/KING COUNTY PLAT CH2 SHEET PLAN 2 OF 3 MARCH 2021 SHEETS T.23N.R.H.W.M. SECTION 22 TYPICAL ROADWAY SECTION A -A wl NEW 6'- PLANTER NEW 5' SIDEWALK 0.5 y� o' X, w Exhibit "C" Developer Agreement No. UCB 1693 SR 169 (MP 22.56. MP 22,72) Elliot Farms TIME rna1114ur 2111111 EX 45' 1 R/W 0.5' CURB NEW 5' ASPHALT SHOULDER EX 11' EX 11EX 6' EX 6' THRU LANE THRU LANE TWLTL TWLTL , Sheet 3 of 3 JZ 0945 REGION STATE N0. 10 WASH JOB NUMBER GGNTWT No. Transportation Engineering NorthWest Transportation Planning i Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Glen DuBreuil Phone: 425-250-0582 _ EX 11' _ THRU LANE EX 103' R/W _ EX 11' THRU LANE EX 67-- EX 8' ASPHALT SHOULDER NOT TO SCALE SR 169 M.P. 22.56 TO 22.72 ELLIOTT FARMS PLAT CH3 SR 169 SHEET CHANNELIZATION PLAN of 3 RENTON/KING COUNTY MARCH 2O21 SHEETS