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HomeMy WebLinkAboutzR-3927SetCl 1 OF 23 COVER SHEET ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS DISTURBED SI7E AREA:ACRES (109,331 S.F.) STRAIGHT LINES BETWEEN SURFACE U77LITY PLAT RECORDING C2 2 OF 23 TOPOGRAPHY MAP ..............................2.51 LOCATIONS BUT MAY CONTAIN 7 OmniVICINITY 3 OF 23 MAP BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN NEW IMPERVIOUS SURFACE AREAACRES (67,841 S.F.) HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS, D.R. STRONG 8. THE APPLICANT SHALL PROVIDE A REVISED PAVING PLAN FOR REV/EW AND APPROVAL BY THE W 4 OF 23 TREE RETENTION PLAN ..............1.56 CURRENT PLANNING PROJECT MANAGER, AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW C5 5 1 INCH = 100 FT. CLEARING AND TESC PLAN CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF 1 OF 23 ROAD AND STREET SIGN DETAILS ALLOWED BY ZONING:...............................509 BY THE RENTON FIRE AUTHORITY. C10 10 OF 23 ROAD AND MAILBOX DETAILS 1. THIS SITE IS SUBJECT TO THE RESERVATIONS AND EXCEP77ONS CONTAINED PROJEC T CON TA C TS: PROJECT DESCRIPTION: LEGAL DESCRIPTION: CONDITIONS OF APPROVAL ERC M/ T/GA T/ON MEASURES: ROAD CROSS SECTIONS IMPERVIOUS AREA IN THE DEED FROM NORTHERN PACIFIC RAILROAD COMPANY AS DISCLOSED BY OWNER................................................BEVERLY S77NDE ADDRESS OF THE PROPERTY-.... 850 & 870 MONROE AVENUE NE RENTON WA THE SOUTH 2 ACRES OF THE NORTH 4 ACRES OF THE SOUTHWEST QUARTER THE PINES HEARING EXAMINERS DECISION THE PINES MITIGATION MEASURES STORM DRAINAGE PLAN ALLOWED BY ZONING ................................... 659 INSTRUMENT RECORDED UNDER RECORDING NUMBER 4450143. ..........................................................850 MONROE, AVE. NE C13 OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, OF 23 ROAD AND STORM PLAN AND PROFILE .......................................................... RENTON, WASHINGTON 98056 PARCEL NUMBER .........................092305-9116 & -9117 TOWNSHIP 23 NORTH RANGE 5 EAST W.M. IN KING COUNT WASHINGTON; , , Y, WAS TON, THE PROPOSED PRELIMINARY PLAT, SITE PLAN IS APPROVED AND STREET MODIFICATIONS ARE. NONE. RECOMMENDED REFERENCES.• d - THE SIDE OR REAR OF THE HOMES C15 75 EXISTING VAULT DETAILS EXCEPT THE EAST 130 FEET THEREOF, • AND APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS 0 C16 ,4PPLlCAN T ........ HARBOUR HOMES LLC ZONING .•....................... R-8 EXCEPT THE WEST 30 FEET FOR MONROE AVENUE N.E.; ALSO THE APPLICANT SHALL SUBMIT REVISED PLANS FOR REVIEW AND APPROVAL BY THE CURRENT C17 17 OF 23 ... .......................... 400 N 34TH STREET, SUITE 300 SEATTLE WASHINGTON 98103 PROPOSED DWELLING UNITS 14 THE NORTH 2 ACRES OF THE SOUTHWEST QUARTER OF THE SOUTHWEST Q HWEST 1. THE APPLICANT SHALL PROVIDE A FINAL DETAILED LANDSCAPING PLAN COMPLIANT WITH RMC - - _ 4 8 1200 AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW THAT PROVIDES 15 .FEET OF DOE CONSTRUCTION RUC ON STORMWA TER PERMIT. OF 23 O O ............••••• ........................:............. S d C19 C19 QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, LANDSCAPING SURROUNDING STORMWATER TRACT D. THE VAULT MAY ENCROACH INTO THEGENERAL PERMIT NUMBER: WAR305292 2. THE PLAT OF ALBERT BALCH'S PRESIDENT PARK NO. 7, RECORDED IN ...................... ...... I............................ (206) 315-8130 ACREAGE ...................................... 2.48 ACRES (107,969 S.F.) GROSS RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LANDSCAPING SCREEN, PROVIDED THE LANDSCAPING CAN STILL BE PLANTED ON TOP OF THE VOLUME 53 OF PLATS, PAGE 16. 12. I C217 ....... CONTACT: JAMIE WALTIER WATER DETAILS EXCEPT THE WEST 30 FEET FOR COUNTY ROAD; EXCEPT THE EAST 130 FEET THEREOF- VAULT. THE FINAL LANDSCAPING PLAN SHALL BE APPROVED PRIOR TO UTILITY CONSTRUCTION `9 C22 22 ......................................................... CHANNELIZATION AND SIGNAGE PLAN JWALTIER,�ARBOURHOMESCOM PERMITTED DENSITY.................... 8.00 DU/ACRE AND PERMIT ISSUANCE. ALL TRACT LANDSCAPING SHALL BE INSTALLED AND INSPECTED PRIOR TO CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. 23 OF 23 COMPOSITE UTILITY PLAN VOLUME 54 OF PLATS, PAGE 27. MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. EXCEPT THE NORTH 48 FEET. PLAT RECORDING. _ OF 5 OF 5 LANDSCAPE PLAN - AS -BUILT LANDSCAPE PLAN - AS -BUILT VERTICAL DATUM. ENGINE /SURVEYOR ............... D.R. STRONG CONSULTING ENGINEERS, INC. PROPOSED DENSITY......:............. ACRE 7.53 DU DUI ACRE SURVEYOR'S NOTES 2. THE APPLICANT SHALL PROVIDE A FINAL LANDSCAPING PLAN FOR REVIEW AND APPROVAL BY THE EARTH SOLUTIONS NW LLC NAVD 88 PER CITY OF RENTON VERTICAL CONTROL Q TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED 3 - 7th AVENUE 4 OF 5 LANDSCAPE PLAN (IRRIGATION) - AS -BUILT ( > 449-4704 SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE o ..........................................................620 K/RKLAND, WASHINGTON 98033 R.O. W. AREA: ............:................. 0.52 ACRES (27, 023 S F.) 1. ALL TI TLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CURRENT PLANNING PROJECT MANAGER AT THE TIME OF U77LITY CONSTRUC77ON PERMIT REVIEW -FOOT DEPARTMENT OF PUBLIC WORKS. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED D .......................................................... (425) 827-3063 WORK W/THIN EX/STING R.O. W.:... 0.05 ACRES 2 200 S.F. (• ) CHICAGO TITLE INSURANCE COMPANY ALTA COMMITMENT FOR TITLE INSURANCE _ THAT PROVIDES A BERM WITHIN THE 15 LANDSCAPING SCREEN IN STORMWA TER TRACT D ALONG THE MONROE AVE NE FRONTAGE. THE FINAL LANDSCAPING PLAN SHALL 8E APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE -� CONTACT. MAHER A. JOUDI, P.E. ORDER NO. 0059582 06 DATED JANUARY 29, 2016 AND SUPPLEMENT NUMBER PRIOR TO UTILITY CONSTRUCTION PERMIT ISSUANCE. THE BERM SHALL BE INSTALLED AND ....... MAHER. JOUDIWRSTRONG. COM ..... PROPOSED USE ............... ....... SINGLE FAMILY DETACHED HOUSING 1 THERETO DATED MARCH 3, 2016. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLESEARCHINSPECTED PRIOR TO PLAT RECORDING .......................................................... CONTACT. STEPHEN SCHREI, P.L.S. STEVE.SCHRE10DRSTRONGCOM SEWER AND WATER DISTRICT..... CITY OF RENTON NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING H THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON J. THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNERS ASSOCIATION FOR THE SHARED .................................... I..................... THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE MAINTENANCE AND RESPONSIBILITY OF THE SHARED TRACTS AND ALL OTHER SHARED GEOTECHNICAL ENGINEER EARTH SOLUTIONS NW LLC SCHOOL DISTRICT.•...................... RENTON x'403 COMPANY COMMITMENT. D.R. STRONG CONSUL77NG ENGINEERS INC. HAS RELIED IMPROVEMENTS OF THIS DEVELOPMENT. A DRAFT OF THE DOCUMENT(S) SHALL BE SUBMITTED TO PLANNING ...............:.. WHOLLY ON CHICAGO TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CURRENT PROJECT MANAGER FOR THE REVIEW AND APPROVAL BY THE CITY ATTORNEY ..........................................................1805 _ 136TH PL NE, SUITE 201 FIRE DISTRICT.•............................ CITY OF RENTON CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG AND PROPERTY SERVICES SECTION PRIOR TO THE RECORDING OF THE FINAL PLAT. THE HOA ......................................................... .BELLEVUE, WA 98005 CONSULTING ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND DOCUMENTS SHALL BE RECORDED CONCURRENTLY WITH THE FINAL PLAT. .......................................................... 425 449-4'704 ( ) TELEPHONE SERVICE.•..... ........... CENTURY LINK COMPLETENESS TO THAT EXTENT. 4. THE APPLICANT SHALL PROVIDE A ROAD AND GRADING PLAN FOR REVIEW AND APPROVAL BY THE .........I ........:..................................... CONTACT. KYLE CAMPBELL, P.E. POWER SOURCE .......................... PUGET SOUND ENERGY 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS CURRENT PLANNING PROJECT MANAGER AT THE TIME OF U77LITY CONSTRUCTION PERMIT REVIEW THAT PROVIDES TREE PROTECTION MEASURES IDENTIFIED IN RMC 4-4-130149 FOR OFFSITE TREES TRAFFIC ENGINEER ............................. GIBSON TRAFFIC CONSULTANTS INC. EXISTING ON MARCH 23, 2016, ALL SURVEY CONTROL INDICATED AS 'FOUND" WITH DRIP LINES THAT ARE WITHIN THE SUBJECT PROPERTY, PROVIDED THAT THE RETA/HED_ "RETAINED" ..........................................................2802 WETMORE UITE 220 AVE.,' L / S T OF TRACTS.. WAS RECOVERED FOR THIS PROJECT IN MARCH 2016. TREES REFERENCED IN 4-4-13OH9 ARE CONSTRUED AS T REFS REQUIRED TO BE RETAINED ..........................................................EVERETT,, WA ,98201 g EITHER BY THE APPLICANT OR PREVIOUSLY BY ADJOINING PROPERTY OWNERS BY THE CITYS ...................:.................................. (425) 339-8266 TRACT 'A" TREE RETENTION AREA............................0.09 ACRES 3,740 S.F. ( ) 3. PROPERTY AREA = 107,969± SQUARE FEET 2.4786± ACRES). ( ) TREE RETENTION STANDARDS. .......................................................... CONTACT. BRAD LINCOLN, PE TRACT 'B" SHARED DRIVEWAY..................................0.01 ACRES (560 S.F.) 4. ALL DISTANCES ARE IN FEET. » ., TRACT C OPEN SPACE .................................... ..0.02 ACRES 1,020. S.F. ••••' ( ) 5. THE APPLICANT SHALL PROVIDE A FINAL LANDSCAPING PLAN FOR REVIEW AND APPROVAL BY THE ..INFO@GIBSONTRAFFIC.COM TRACT 'D" STORM DRAINAGE AND RECREATION ...... 0.12 ACRES (5,217 S.F.) 5. THIS IS A COMBINEDFIELD TRAVERSE AND GLOBAL POS1770NING SYSTEM CURRENT PLANNING PROJECT MANAGER AT THE TIME OF U77LITY CONSTRUC77ON PERMIT REVIEW THAT PROVIDES DETAILS OF SPLIT -RAIL FENCING AROUND TREE RETENTION TRACT A AND LANDSCAPE ARCHITECT.....................VARLEY VARLEY VARLEY SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A SIGNAGE IDENTIFYING THE TRACT AS TREE PROTECTION. SPLIT -RAIL FENCING AND SIGNAGE SHALL .......................................................... NE 170TH LANE LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE BE INSTALLED AND INSPECTED PRIOR TO FINAL PLAT RECORDING ..................................................... 98072 WOODI(425) GENERAL NOTES: ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING - 66- 1 (425) 466-0515 MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR 6. THE APPLICANT SHALL REVISE THE PRELIMINARY PLAT FOR REVIEW AND APPROVAL BY THE ..........................................................1. CONTACT. JEFF VARLEY ALL EXIS77NG STRUCTURES TO BE REMOVED. EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING CURRENT PLANNING PROJECT MANAGER AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW .........................._...... ....................... INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO THAT PROVIDES A FRONT YARD SETBACK VARIATION FOR AT LEAST ONE 1 LOT FOR EVERY O ..........................................................FOUR VARLEY JEFFC� IOTMAIL. COM MANUFACTURERS SPECIFICA ]IONS (4) ABUTTING STREET FRONTING LOTS AND THE VARIED SETBACKS SHALL BE PROVIDED AS AREA TABLE.• 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY A NOTE ON THE FACE OF THE PLAT. SHEET INDEX. TOTAL SITE AREA:......................................2.48 ACRES (107,969 S.F.) GROSS THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND 7. THE APPLICANT SHALL PROVIDE A PLAT LAYOUT COLOR PALETTE FOR THE NEW SINGLE FAM/LY SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN HOMES FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO Cl 1 OF 23 COVER SHEET ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS DISTURBED SI7E AREA:ACRES (109,331 S.F.) STRAIGHT LINES BETWEEN SURFACE U77LITY PLAT RECORDING C2 2 OF 23 TOPOGRAPHY MAP ..............................2.51 LOCATIONS BUT MAY CONTAIN 7 C3 3 OF 23 HORIZONTAL AND VERTICAL ',CONTROL PLAN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN NEW IMPERVIOUS SURFACE AREAACRES (67,841 S.F.) HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS, D.R. STRONG 8. THE APPLICANT SHALL PROVIDE A REVISED PAVING PLAN FOR REV/EW AND APPROVAL BY THE C4 4 OF 23 TREE RETENTION PLAN ..............1.56 CURRENT PLANNING PROJECT MANAGER, AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW C5 5 OF 23 CLEARING AND TESC PLAN CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF IDENTIFYING THE MODIFIED MONROE AVE NE STREET SECTION AS APPROVED THROUGH IL 1 OF 3 ILLUMINATION PLAN 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND "PK" NAIL 225 MAINTENANCE AND OPERATION OF U77LITIES AS SPECIFIED BY THE DEPARTMENT OF PUBLIC IL2 2 OF 3 ILLUMINATION DETAILS FEE T± EAST OF THE INTERSECTION OF NE. 10TH STREET AND OLYMPIA AVE. WORKS 1L3 3 OF 3 ILLUMINATION DETAILS NE. !N AERIAL PANEL, ELEVATION = 427.93 FEET. 15. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME 77ME AS OTHER BASIC R-3927 O 1 1 2. CITY OF RENTON CON7ROL POINT NUMBER 1843, FOUND CONCRETE UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE Q) MONUMENT WITH 1/8" BRASS PIN DOWN 1.1' IN MONUMENT CASE AY THE LAID TO EACH LOT LINE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE I NQ STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE APPROVED FOR CONSTRUCTION INTERSECTION OF NE. 12TH ST AND MONROE AVE. (TO THE NORTH), CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, ELEVATION = 425.15 FEET SUBJECT TO ERRORS AND OMISSIONS PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO o BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND BASIS OF BEARINGS .• OWNER. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. 774E CABLE TV BY: DATE: N06 00 14 E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPLICANT AND SHALL INSPECT NUMBER 1843 THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. Q BY: DATE: R 3 A S-8 UI L /T BY: DATE: U) o o NO AS -BUIL T /NFORMA TION ON THIS SHEET. W m/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS BY. DATE. o R A. J� AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA T/ONS, z � ��' of Sit/ Ud ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, . , I4, r ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: SCALE: VERTDATE: ME OR UNDER MY DIRECT SUPERVISION ON 1N/S DATE. 1�12�2018. " SJS IZON AL: riAw 83/ ,, THE PINES ES 12.23.16 �. Z• HORIZONTAL: NAD 1983/1991 �► � 2 CITY OF RENTON COMMENTS YLP 05.15.17 MAJ DESIGNED: AS NOTED •• �.. CITY O F FIELDeooK: w N Call 2 Working Days Before You Dig _ D.R. STRONG 3 IRRIGATION SERVICE YLP 01.03.18 MAJ YLP a CONSUL TING ENGINEERS DRAWN: _ RENTON PAGE: 811 W 4 DRAFT As -GUILTS YLP 05.10.18 MAJ V MES COVER SHEET 45232 '1. .. -ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM DRAWING N0: Utilities Underground Location Center 5 AS -BUILT MYLARS YLP 06.25.18 MAJ CHECKED: AT FULL SCALE P I Q 11 fl I it B U I I CI I Cl P u b i i c Works Dept. t. w g SS .MAJ g/ g/ p 850 8c 870 MONROE AVENUE NE C1 a�ID,MT ND OR WA)� X If NOT ONE INCH Z I NA 'A •� 620 7TH AVENUE, KIRKLAND, WA 98033 SCALE AccoRDINCLY W :.0 ».,___ ...._IIiwF0425.827.3063 F425.827.2423 NO. REVISION BY DATE APPR APPROVED RENTON WASHINGTON 98056 SHEET: OF: 1 23 - DRS PROJECT NO. 16007 C6 6 OF 23 TESC NOTES AND DETAILS REPLACED IMPERVIOUS SURFACE AREA:..0.02 ACRES (951 S.F.) PUBLIC RECORDS MODIFICATION REQUEST 1. C7 7 OF 23 ROAD AND GRADING PLAN C8 8 OF 23 ADA RAMPS AND STANDARD PLAN DETAILS BUILDING COVERAGE TITLE RESTRICTIONS. 9. ALL FUTURE HOMES WITHIN THE SUBDIVISION SHALL HAVE A FIRE SPRINKLER SYSTEM APPROVED C9 9 OF 23 ROAD AND STREET SIGN DETAILS ALLOWED BY ZONING:...............................509 BY THE RENTON FIRE AUTHORITY. C10 10 OF 23 ROAD AND MAILBOX DETAILS 1. THIS SITE IS SUBJECT TO THE RESERVATIONS AND EXCEP77ONS CONTAINED C11 11 OF 23 ROAD CROSS SECTIONS IMPERVIOUS AREA IN THE DEED FROM NORTHERN PACIFIC RAILROAD COMPANY AS DISCLOSED BY 10. THE APPLICANT SHALL PROVIDE A NOTE ON THE FACE OF THE PLAT RESTRIC77NG ACCESS FOR C12 12 OF 23 STORM DRAINAGE PLAN ALLOWED BY ZONING ................................... 659 INSTRUMENT RECORDED UNDER RECORDING NUMBER 4450143. LOTS 5 AND 6 TO THE SHARED DRIVEWAY. THE FRONT OF THE FUTURE HOMES ON LOTS 5 AND C13 13 OF 23 ROAD AND STORM PLAN AND PROFILE 6 SHALL BE ORIENTED TO THE NEW RESIDENTIAL STREET (ROAD A) W177-1 GARAGES LOCA7ED ON C14 74 OF 23 ROAD AND STORM PLAN AND PROFILE REFERENCES.• THE SIDE OR REAR OF THE HOMES C15 75 OF 23 VAULT DETAILS C16 16 OF 23 STORM DRAINAGE DETAILS 1. THE PLAT OF ALBERT BALCH'S PRESIDENT PARK NO. 6, RECORDED IN 11. THE APPLICANT SHALL SUBMIT REVISED PLANS FOR REVIEW AND APPROVAL BY THE CURRENT C17 17 OF 23 SEWER EXTENSION PLAN - VOLUME 52 OF PLATS, PAGE 79. PLANNING PROJECT MANAGER AT THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW REMOVING LO 18 OF 23 SANITARY SEWER PLAN AND PROFILE THE FOUR (4) PEDESTRIAN RAMPS FACING EAST ALONG MONROE AVE NE. d C19 C19 19 OF 23 SANITARY SEWER DETAILS 2. THE PLAT OF ALBERT BALCH'S PRESIDENT PARK NO. 7, RECORDED IN R C2 20 OF 23 WATER PLAN AND PROFILE VOLUME 53 OF PLATS, PAGE 16. 12. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. C217 21 OF 23 WATER DETAILS `9 C22 22 OF 23 CHANNELIZATION AND SIGNAGE PLAN J. THE PLAT OF ALBERT BAL CHS PRESIDENT PARK N0. 8, RECORDED IN 13. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER o C23 23 OF 23 COMPOSITE UTILITY PLAN VOLUME 54 OF PLATS, PAGE 27. MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. L-1 L-2 1 2 OF 5 OF 5 LANDSCAPE PLAN - AS -BUILT LANDSCAPE PLAN - AS -BUILT VERTICAL DATUM. 14. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH L-3 3 OF 5 LANDSCAPE PLAN (IRRIGATION) - AS -BUILT NAVD 88 PER CITY OF RENTON VERTICAL CONTROL TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED 3 L-4 4 OF 5 LANDSCAPE PLAN (IRRIGATION) - AS -BUILT SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE o L-5 5 OF 5 LANDSCAPE PLAN - AS -BUILT BENCHMARK: DEPARTMENT OF PUBLIC WORKS. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED o PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE IL 1 OF 3 ILLUMINATION PLAN 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND "PK" NAIL 225 MAINTENANCE AND OPERATION OF U77LITIES AS SPECIFIED BY THE DEPARTMENT OF PUBLIC IL2 2 OF 3 ILLUMINATION DETAILS FEE T± EAST OF THE INTERSECTION OF NE. 10TH STREET AND OLYMPIA AVE. WORKS 1L3 3 OF 3 ILLUMINATION DETAILS NE. !N AERIAL PANEL, ELEVATION = 427.93 FEET. 15. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME 77ME AS OTHER BASIC R-3927 O 1 1 2. CITY OF RENTON CON7ROL POINT NUMBER 1843, FOUND CONCRETE UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE Q) MONUMENT WITH 1/8" BRASS PIN DOWN 1.1' IN MONUMENT CASE AY THE LAID TO EACH LOT LINE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE I NQ STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE APPROVED FOR CONSTRUCTION INTERSECTION OF NE. 12TH ST AND MONROE AVE. (TO THE NORTH), CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, ELEVATION = 425.15 FEET SUBJECT TO ERRORS AND OMISSIONS PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO o BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND BASIS OF BEARINGS .• OWNER. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. 774E CABLE TV BY: DATE: N06 00 14 E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPLICANT AND SHALL INSPECT NUMBER 1843 THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. Q BY: DATE: R 3 A S-8 UI L /T BY: DATE: U) o o NO AS -BUIL T /NFORMA TION ON THIS SHEET. W m/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS BY. DATE. o R A. J� AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA T/ONS, z � ��' of Sit/ Ud ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, . , I4, r ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: SCALE: VERTDATE: ME OR UNDER MY DIRECT SUPERVISION ON 1N/S DATE. 1�12�2018. " SJS IZON AL: riAw 83/ ,, THE PINES ES 12.23.16 �. Z• HORIZONTAL: NAD 1983/1991 �► � 2 CITY OF RENTON COMMENTS YLP 05.15.17 MAJ DESIGNED: AS NOTED •• �.. CITY O F FIELDeooK: w N Call 2 Working Days Before You Dig _ D.R. STRONG 3 IRRIGATION SERVICE YLP 01.03.18 MAJ YLP a CONSUL TING ENGINEERS DRAWN: _ RENTON PAGE: 811 W 4 DRAFT As -GUILTS YLP 05.10.18 MAJ V MES COVER SHEET 45232 '1. .. -ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM DRAWING N0: Utilities Underground Location Center 5 AS -BUILT MYLARS YLP 06.25.18 MAJ CHECKED: AT FULL SCALE P I Q 11 fl I it B U I I CI I Cl P u b i i c Works Dept. t. w g SS .MAJ g/ g/ p 850 8c 870 MONROE AVENUE NE C1 a�ID,MT ND OR WA)� X If NOT ONE INCH Z I NA 'A •� 620 7TH AVENUE, KIRKLAND, WA 98033 SCALE AccoRDINCLY W :.0 ».,___ ...._IIiwF0425.827.3063 F425.827.2423 NO. REVISION BY DATE APPR APPROVED RENTON WASHINGTON 98056 SHEET: OF: 1 23 - DRS PROJECT NO. 16007 0 0 w w z w z SW 114 SECTION 9 TOWNSHIP 23 N RANGE 5 EW. M. LEGEND: THE 1 FOUND SECTION MONUMENT AS NOTED PINES FOUND MONUMENT AS NOTED II I i ROAD SIGNAGE SDMH MAIL BOX RIM=390.97 II 0 12"CPP (SW)_386.83 o POWER METER 12"CPP (E)-384.25 24"CPP (N,S)=382.71 II „ + POWER POLE JUNCTION BOX, SIZE VARIES LIGHT POLE NO ARM Ln -- - - _ NE. 9TH STREET Cfl ❑ - - _ - - - � GUY WIRE 0 - - _ED WATER METER 0 II I W W W W W WATER VALVE Q II I R FIRE HYDRANT I� • ❑ TYPE 1 CATCH BASIN II II O STORM DRAIN MANHOLE II � IIO SANITARY MANHOLE II Cp ROCKERY I� (I C.O.R. CITY OF RENTON POWER POLE DROP (S) CB T-1 RIM=391.47 8"PVC (E)=388.04 SDMH -� RIM=392.01 8"PVC (E)=387.71 12"CPP (NW)=387.71 24"CPP (N)=382.09 24"CPP (S)=382.06 POWER POLE TRANSFORMER AND DROP (S) SSMH RIM=392.38 CTR CHANNEL=381.60 8"IN(E), 12"IN(N), 12"OUT(S) CB T-1 RIM=392.05 12"CPP (W)=386.71 SDMH RIM=392.38 12"CPP (E)=386.23 24 -CPP (N)=381.56 24"CPP (S)=381.52 POWER POLE TRANSFORMER AND DROP (S) i VBF VERTICAL BOARD FENCE - HBF HORIZONTAL BOARD FENCE BLOCK 2 SW EAVE COR. IS 0.3'N OFR DECIDUOUS TREE d- ALBERT BALCH'S SW BLD. COR. IS 1.2'N OF R PRESIDENT PARK NO. 7 SE EAVE COR. IS AT d ' /oQ SE BLD. COR. IS 1.0'N OFR EVERGREEN TREE 0 9 VOL. 53, PG. 7 8 10 HE (2)12"D 7 26"D 24"D 6 5 4 12"D 3 SHED 2 1 6 VBF _ a_ o o SHED i 14"D SANITARY SEWER LINE I 2 „E 2 »E N88'36'41"W 6'VBF I SHEDi� I r - - - - - STORM LINE 8"D 8.4' 8.0' 14 D 4 _ �'////�/A 6 VBF ° ° 14 D 12 498:40' - - - _ _ ° ° 8.1 j F P " 30"E 1 3.5' 3.5' O a 10"D 24"D ° 18,E 2 2"E" o ID, oP OVERHEAD POWER < 10D I -�20D ° w; co ` SW EAVE COR. IS 0.3'S OF 8°p 14 D ` E 16 E �� FENCE CORNER IS e UNDERGROUND POWER S21 � I '� SW BLD. COR. IS 1.0'N OF 6»p SE EAVE COR. IS 0.1'N OF 18" 0 WOODEN t ap 0.1'E X 0.3'S OF w UNDERGROUND WATER 1 -STORY -,POST (TYP.) PROPERTY CORNER SE BLD. COR. IS 1.4'N OFR 22"D 10"E 2 E HOUSE UNDERGROUND GAS o ° 1 , 1 n 14 1 r UNDERGROUND TELEPHONE 24 E (2)1O"D '� `} c UNDERGROUND CABLE CARPORT e e I t y Ifli M. .. �. EDGE OF PA VEMEN T 1 6"D f - -X X- FENCE 0 28 22 D X � SHED � , ` d `� '° ° _ � X 34"E �° }0 GRAVEL X 4 D (2)20D , BLOCK 4 ,� �_. i � -,•�- �_, , - ALBERT BALCH'S CONCRETE PRESIDENT PARK NO. 6 10" 016 E t. m VOL. 52, PG. 79 32'E 12"E N • �`� 2 EXISTING SANITARY SEWER TO EAST OF SITE AND EXISTING 10 WATER LINE IN MONROE AVENUE NE � ��.. 10"E ' 48"E LOCATIONS APPROXIMATED PER CITY RECORDS FIRE HYDRANTS AND WATER METERS ARE SHOWN AT SURVEYED LOCA TONS. 0i 14"F SHED ` �.. VER T/CAL DA TUM: 36"E7 6"E II NW EAVE COR. IS 1.1'E OF NAVD 88 PER CITY OF RENTON VERTICAL CONTROL 20 E ' .I 10"D 8.. M rt8"D 'f NW BLD. COR. IS 2.2'E OF fit' BENCHMARK. - SW WOODEN _ \ t 20"E ° SW EAVE COR. IS 1.0'E OF R w,W . FOUND 'PK" NAIL 225 FEET-+ EAST OF THE RETAINING ° t _ 10"D , SW BLD. COR. IS 2.0'E OF 1. CITY OF RENTON CONTROL POINT NUMBER 1889, o E N I _ � WALLS � , , ......._ , � - W 10"E r' INTERSECTION OF NE. 10TH STREET AND OLYMPIA AVE NE IN AERIAL PANEL, ELEVATON 427.93. 4�'E EE . . ° _ 1 �1 t �'� r � 1 "E FEET - '" •� 0"E 6"E ° 1 "p 3 rn 11 8"D ` rn r`' 2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRETE MONUMENT WITH 1/8" BRASS Y DECK SHED 18'D Y INTER H 0 6"D42"Da PIN DOWN 1.1' IN MONUMENT CASE A THE SECTION OF NE. 12T ST. AND MONROE AVE. (T THE 26"D ° o - ° w NORTH), ELEVATION = 425.15 FEET T. D _. ° -y BASIS OF BEARINGS.• rc�c t , N06'00'14'E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND NUMBER 1843 9 1 1 1 E t tt 2 -STORY SHED }i P © HOUSE SHED nth61 < p r GARAGE 2Eµ• 14„p ¢ I 4 (3)10"E 10"D s 14"E ` 48"E t - ' _ 12"O 6..E �_ W.._ t ° II �" t 1 '_ _ � � 3bD 8"D 1 � Y a ° 5., 10.0' 10.3' FENCE CORNER IS o - 1 I 16"E 18"E 1.4"E . 498.65' ' 1 _ - 22 D X t .0' 6VBF 1.0'W X 1.3'S OF 1 10"D � -�' 8' .� 0�6'41"W �� � X5'�LF 6'VBF PROPERTY CORNER 3 0"D, ( )1 s I 6'VBF 8"D 7 6"O 1 -STORY I 2 FOUND 1 /2" REBAR 7 II HOUSE 1 NO CAP 0.9'S OF 1 CITY OF RENTON 8 SHORT PLAT N0. 289-79 II ❑ REC. NO. 7911269011 eAA BLOCK 2 ALBERT BALCH'S II I= PRESIDENT PARK N0. 8 II VOL 54, PG. 27 N(DFR.TH t II • GRAPHIC SCALE. II 0 20 30 60 I I I I II Call 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) r. A. AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, JOU VATIONS DEPTHS PIPE SIZES AND AS -BUILT COMMENTS, ATE. a- pF ASFlj .O ELE , i i SURVEYED: SCALE: _ .. - D - ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ VERTICAL: NAVD' 1988 - To • SJS T HORIZONTAL: NAD 1983/199, , C - THE PINES . 1 2.23.. 6 W ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 111212018. 2 CITY OF RENTON COMMENTS YLP 05.15.17 M&I AS NOTED •� yz CITY OF DESIGNED: FIELDBOOK: D.R. STRONG 3 IRRIGATION SERVICE YLP 01.03.18 MAJ PACE. RENTON �i� ... e DRAWN: CONSULTING ENGINEERS 4 DRAFT AS -GUILTS YLP 05.10.,8 MAJ - TOPOGRAPHY MAP DRAWING NO: MES ONE INCH m= ..°! RS SURVEYORS DIATOM O 5232 ENGINEERS PLANNERS 5 AS -BUILT MYLARS YLP 06.25.18 MAJ cHEckED. ♦� AT FULL SGALE Planning/Building/Public Bullall, PUbII� works Dept. 850 �c 870 MONROE AVENUE NE c2 9� 9� P MI'1Y IF NOT ONE INCH SSI ', 6207TH AVENUE KIRKLAND, WA 98033 APPROVED: SCALE ACCORDINGLY SHEET. OF. N 7.2423 N0 REVISION BY DATE APPR ^ ° MAJ RENTON, WASHINGTON 98056 2 23 r/ O 425.827.3063 F 425.82 DRS PROJECT NO. 16007 4 r, SW 1 4 SECTION 9, TOWNSHIP 23 A RANGE 5 E, W.M. N 9 oFOUND STONE MONUMENT WITH M LEAD AND TACK IN MONUMENT THE PINES I FOUND 4-112"0 CONCRETE CASE, DOWN 2.2' A T THE MONUMENT WITH LEAD AND TACK INTERSECTION OF MONROE AVE (TO VERTICAL DATUM: IN MONUMENT CASE, DOWN 0.4' THE SOUTH) AND NE 12TH ST. NA VD 88 PER CITY OF RENTON VERTICAL CONTROL AT THE INTERSECTION OF MONROE (STA. 6+69.57) I AVE AND NE 10TH ST. (STA. 2J+32.62) BENCHMARK: Q „ 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND 'PK" NAIL 225 FEET± EAST OF THE M FOUND 4-112"0 CONCRETE INTERSECTION OF NE. 10TH STREET AND OLYMPIA AVE. NE. IN AERIAL PANEL, ELEVATION = 42793 (� W MONUMENT KITH LEAD AND TACK FEET. 0) I- N IN MONUMENT CASE, DOWN 0.5: AT THE INTERSECTION OF MONROE 2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRETE MONUMENT WITH 1/8" BRASS Ln AVE AND NE 97H ST. PIN DOWN 1.1' IN MONUMENT CASE AY THE INTERSECTION OF NE. 12TH ST. AND MONROE AVE. (TO THE N (STA. 25+87.93) NORTH), ELEVATION = 425.15 FEET. 0 BASIS OF BEARINGS: 0 I N06 00'14'E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND NUMBER 1843 - - LOT CONFI GURA TION NOTE: — LOTS 3, 8, AND I3 WILL PROVIDE A 25' FRONT BSBL, LOTS 5 AND 6 WILL PROVIDE A 15' FRONT BSBL UJ UTILIZING (3) A FRONT YARD SETBACK VARIATION TO SATISFY THE LOT CONFIGURATION REQUIREMENT LJJ € FOR R-8 ZONING PER RMC 4-2-115, SECTION E. REQUIREMENTS. z i l 30 n ( _' DRI VEWA Y TABLE LOT NO. DRIVEWAY C STA. 1 11+2774 2 11+55.74 3 12+50.02 4 12+78.02 5 & 6 13+95.33, 48' L ' 7 14+79.50 8 14+85.78 9 14+22.14 10 13+94.14 11 12+99.86 12 12+71.86 13 11+77.58 14 11+49.58 TRACT D 10+88.94 ADA RAMP TABLE RAMP NO. RAMP q STA. 1 28+69.04, 22.61' L 2 28+68.97, 21.85' L 3 10+44.83, 14.76' L 4 10+45.06, 12.2 1 ' R 5 13+81.05, 24.08' L 6 14+09.69, 2390'11 S,Uul ar. iI 5, 002 S.F. �X RAMP NO. s° L - - _ - I I I I STATIONING IS ALONG FLOWLINE OF CURB 77 7-7i -- L-------- ----- --J I -------- ---- I I J L ADA RAMPS PER WSDOT STD. PLAN t. ----- ----J 5 C) C) 0 I--- - 1 - -- - - - - F-40.15-02 & F-4 .10-01 I SEE DETAIL, SHEET C8 MEASURED ALONG FLOWLINE OF CURB 63.80' 61.14' 61.14' 61.14'61.14' 61.14° 61.14' 62.30' N88 36'41 "W 498.65' t 30 ilz I I a _ 0 18 -INCH CONCRETE RIBBON 0 o ON NORTH SIDE OF �o O + HAMMERHEAD 0 o N � 20.00' N(RTH o0 5.00 GRAPHIC SCALE R,2 20' FRONT 0 20 30 60 YARD SETBACK o I a z o (TYP�.)I 1 INCH- 30 FT. 5' SIDE YARD R-3927-03 � SETBACK (TYP.) C � FOUND 4X4 CONCRETE FOUND 4-112"0 CONCRETE ." � \ I� I I APPROVED r O R CONSTRUCTION o MONUMENT WITH LEAD AND MONUMENT WITH LEAD AND TACK �� \/ p I I APPR ml TACK IN MONUMENT CASE, IN MONUMENT CASE, DOWN 0.4: I / p Q \ �, I I SUBJECT TO ERRORS AND OMISSIONS DOWN 1.1' 16 NORTH OF THE AT THE INTERSECTION OF MONROE INTERSECTION OF MONROE AVE o AVE AND NE 87H ST. ° AND NE 7TH CT, ON THE( ap STA. 32+22.57) - --�1- - 15+00 I % CENTERLINE OF MONROE AVE. - - BY. DATE. (STA. 33+30.64) FOUND 1-112" BRASS DISKIN 45.00' - - 112.95' 20' REAR BY: - DATE: Q / YARD SETBACK CONCRETE MONUMENT WITH X o AND PUNCH IN MONUMENT CASE, N a (TYP.) ' a BY: BATE: 3 DOWN 0.7. AT THE INTERSECTIONg OF MONROE AVE AND NE 4TH ST. 7-= , ' a < 777 a .AS BUILTa�s . O 7� L p (STA. 59+67.37)bi 16 NO AS -BUIL T /NFORMA TION ON THIS SHEET. � BY: DATE: "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS HAMMERHEAD DETAIL _ TYPICAL BSBL z 0 0 0 0 0 N w a z DRS PROJECT NO. 16007 R = 35.00' CR— 1 A = 88'30'41 " L = 54.07' R = 35.00, CR -2 A = 114'29'08" L = 69.94' R = 15.00' CR -3 A = 23426" L = 6.04' R = 25.00' CR -4 A = 90 00'00" L = 39.27' R = 25.00' CR -5 A = 90.00'00" L = 39.27' I--- - 1 - -- - - - - F-40.15-02 & F-4 .10-01 I SEE DETAIL, SHEET C8 MEASURED ALONG FLOWLINE OF CURB 63.80' 61.14' 61.14' 61.14'61.14' 61.14° 61.14' 62.30' N88 36'41 "W 498.65' t 30 ilz I I a _ 0 18 -INCH CONCRETE RIBBON 0 o ON NORTH SIDE OF �o O + HAMMERHEAD 0 o N � 20.00' N(RTH o0 5.00 GRAPHIC SCALE R,2 20' FRONT 0 20 30 60 YARD SETBACK o I a z o (TYP�.)I 1 INCH- 30 FT. 5' SIDE YARD R-3927-03 � SETBACK (TYP.) C � FOUND 4X4 CONCRETE FOUND 4-112"0 CONCRETE ." � \ I� I I APPROVED r O R CONSTRUCTION o MONUMENT WITH LEAD AND MONUMENT WITH LEAD AND TACK �� \/ p I I APPR ml TACK IN MONUMENT CASE, IN MONUMENT CASE, DOWN 0.4: I / p Q \ �, I I SUBJECT TO ERRORS AND OMISSIONS DOWN 1.1' 16 NORTH OF THE AT THE INTERSECTION OF MONROE INTERSECTION OF MONROE AVE o AVE AND NE 87H ST. ° AND NE 7TH CT, ON THE( ap STA. 32+22.57) - --�1- - 15+00 I % CENTERLINE OF MONROE AVE. - - BY. DATE. (STA. 33+30.64) FOUND 1-112" BRASS DISKIN 45.00' - - 112.95' 20' REAR BY: - DATE: Q / YARD SETBACK CONCRETE MONUMENT WITH X o AND PUNCH IN MONUMENT CASE, N a (TYP.) ' a BY: BATE: 3 DOWN 0.7. AT THE INTERSECTIONg OF MONROE AVE AND NE 4TH ST. 7-= , ' a < 777 a .AS BUILTa�s . O 7� L p (STA. 59+67.37)bi 16 NO AS -BUIL T /NFORMA TION ON THIS SHEET. � BY: DATE: "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS HAMMERHEAD DETAIL _ TYPICAL BSBL z 0 0 0 0 0 N w a z DRS PROJECT NO. 16007 0 I 0 Ld LLJ z n Ld TESC LEGEND S W 1/4 SEC TION 9, TOWNSHIP 23 N, RANGE 5 E. W. M. N S , E1, TREE RETENAON CALCULATIONS CONSTRUCTION LIMITS & HIGH VISIBILITY TOTAL TREES ON SURVEY. 87 PLASTIC CONSTRUCTION FENCE OFFS/ TE TREES. 30 TOTAL TREES ON SITE. 57 DEAD, DISEASED OR DANGEROUS TREES: 17 TREES TO BE REMOVED TREES IN RIGHT OF—WAY 15 g TREES /N PRIVATE ACCESS EASEMENTS/TRACTS: 0 CL TREES /N CRITICAL AREAS AND BUFFERS. • 0 d- NET TREES: 25 66o TREES TO BE RETAINED i TREES TO BE RETAINED, REQUIRED: (25 X 0.30) 7.5 TREES TO BE RETAINED, PROPOSED: 9 REQUIRED REPLACEMENT INCHES. • 0 DEAD, DISEASED OR DANGEROUS TREES (PER ARBORIST REPORT) 3 a 0 Q) 0 � C) OFFS/ TE TREES 0 I '2 R.O. W TREE TAG jf SPECIES /D DBH INCHES ADJ. DBH INCHES 922 BIGLEAF MAPLE 10 10 927 BIGLEAF MAPLE" 8 8 928 BIGLEAF MAPLE 9 9 945 DOUGLAS FIR 36 J6 946 DOUGLAS FIR 19 : 19 947 DOUGLAS FIR 11 11 948 DOUGLAS FIR 14 14 949 DOUGLAS FIR 37 37 950 DOUGLAS FIR 9 9 951 DOUGLAS FIR 9 9 952 DOUGLAS FIR 19, 12 22.5 953 DOUGLAS FIR 34 34 954 DOUGLAS FIR 24 24 961 DOUGLAS FIR 28 28 975 ITALIAN PLUM? 28, 32 1 42.5 NOTE- INFORMATION FOR TREES SURVEYED OFFSITE HAVE NOT BEEN PROVIDED. DEAD & DISEASED TREES NOTE m� SEE ARBORIST REPORT, DATED JANUARY 5, 2015, BY TREE NOTE. GREENFOREST INCORPORATED FOR INFORMATION ON DEAD, o DISEASED, OR DANGEROUS TREES. TREE 959 IS NON—VIABLE FOR RETENTION WAND WILL BE TRIMMED/PRUNED PER ARBORIST RECOMMENDATIONS. TREE MAY , BE LEFT FOR HABITAT BUT WILL NOT BE INCLUDED FOR RETENTION CALCULA TIONS. U A -BUIL T NO AS—BUILT INFORMATION ON THIS SHEET. "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, Of A. U ELEVATIONS, DEPTHS PIPE SIZES, ASE; dr AND AS COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND17IONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE: 1/12/2018. " 2 CITY OF RENTON COMMENTS D.R. STRONG 3 IRRIGATION SERVICE a CONSUL TING ENGINEERS 4 DRAFT AS-BUILTS aersz ENGINEERS PLANNERS SURVEYORS s ti 5 AS_ BUILT MYLARS 'IsR CS TE 620 7TH AVENUE, KIRKLAND, WA 98033 N0. REVISION a O 425 827.3063 F425.827 2423 J OFFSI TE TREE TAG 9 942 DBH INCHES 0--941 DANGEROUS TREE 913 CHERRY 9, 6, 5, 6 11.5 WESTERN RED CEDAR 40 MADRONA 12 12 13 915 939 17 938 12.5 916 DOUGLAS FIR : 38.5, 38.5 OFFSI TE TREE TAG 9 SPECIES ID DBH INCHES ADJ. DBH INCHES DANGEROUS TREE 913 CHERRY 9, 6, 5, 6 11.5 WESTERN RED CEDAR 914 MADRONA 12 12 13 915 DOUGLAS FIR 17 17 12.5 916 DOUGLAS FIR : 38.5, 38.5 906 917 - BIGLEAF MAPLE 9 9 YES 918. DOUGLAS FIR 13 13 YES 919 COTTONWOOD 21 21 YES 920 DOUGLAS FIR 14, 9 16.5 YES 921 DOUGLAS FIR 11 11 YES 923 DOUGLAS FIR 17 17 58 924 BIGLEAF MAPLE 11, 8 6 15 925 FILBERT 10 10 YES 926 DOUGLAS FIR 15 15 BEECH 929 DOUGLAS FIR 15 15 YES 930 COTTONWOOD 40 40 YES 931 BIGLEAF MAPLE 37 37 964 934 COTTONWOOD 22 22 NORWAY MAPLE 935 COTTONWOOD 10 10 14, 14 936 COTTONWOOD 30 30 20 937 - COTTONWOOD 40 40 YES 943 COTTONWOOD 18 18 WESTERN RED CEDAR 944 COTTONWOOD 20 20 18, 12 955 DOUGLAS FIR 36 36 22 956: DOUGLAS FIR 27 27 958 DOUGLAS FIR 33 33 959 DOUGLAS FIR 14 14 YES 960 DOUGLAS FIR 29 29 962 DOUGLAS FIR 23 23 963 - HOLLY 7, 5 8.5 965 CHERRY 8 8 966 DOUGLAS FIR 33 33 967 DOUGLAS FIR 25 25 YES 968 DOUGLAS FIR 34 34 YES 969 BEECH 9, 9 12.5 : YES 970 APPLE 16 16 YES 976 COTTONWOOD 21 21 977 COTTONWOOD 21 21 : YES 978 ORNAMENTAL PLUM 7, 4 8 979 BEECH 35 35 YES 980 COTTONWOOD 15 15 YES 981 BIGLEAF MAPLE ` 9 9 983 MAPLE 13 13 TREE TAG SPECIES ID DBH INCHES ADJ. DBH INCHES 901 DOGWOOD 11, 7, 6, 9, 7, 9 20.5 902 WESTERN RED CEDAR 10 10 903. DOUGLAS FIR 13 13 904 WESTERN RED CEDAR 9, 9 12.5 905 , HOLLY . 8 8 906 BIGLEAF MAPLE 8, 10, 7 14.5 907- DOUGLAS FIR 17 17 908 WESTERN RED CEDAR 13 13 909 WESTERN RED CEDAR 12 12 910 DOUGLAS FIR 16 16 911 DOUGLAS FIR 13 13 912 DOUGLAS FIR 17 17 932 WESTERN RED CEDAR 58 58 . 933 SPRUCE 938 DOUGLAS FIR' 38 38 939 FILBERT 13 13` 940 BEECH 8, 9, 16 15.5 941 BLACK LOCUST 28. 28 942 DOUGLAS FIR 10 10 957 MADRONA 18 18 964 DOUGLAS FIR 30 30 971 NORWAY MAPLE 14 14 972 JAPANESE MAPLE 14, 14 20 973 ` NORWAY MAPLE 20 20 974 NORWAY MAPLE 24 24 982 BIGLEAF MAPLE 12, 14 1&5 984 WESTERN RED CEDAR 28 28 985 WESTERN RED CEDAR 18, 12 21.5 986 WESTERN RED CEDAR 22 22 987 WESTERN RED CEDAR 12, 16 - 20 LLJ DI; um1r_: z DATE: ..SURVEYED: SCALE: TH E PINE S YLP 04.25.17 KW ..�.�+ VERTICAL: NAVD 1988. /��+ T HORIZONTAL: NAD 1983/1991 �► � CITY' /"� Y rr 1 2.23.16 YLP 05.15.17 MAJ DESIGNED: AS NOTED. ED 49� }.L �/ I T I O I .. - L FIELDSOOK: YLP 01.03.18 MAJ YLP YIl PAGE: RENTON DRAWN MES - TREE RETENTION PLAN YLP 05.1 O. 1 8 MAJ DRAWING N0: ONE INCH YLP 06.25.18 MAJ CHECKED: AT FULL SCALE D�►TU�A Plan ning/Build.ing/Public -works Dept. 850 & 870 MONROE AVENUENE-c4 MAJ IF T ONE NOINCH BY DATE A P P R APPROVE SALE ACCORDINGLY RENTON, WASHINGTON 98056 SHEEP: 4 �F:23 DRS PROJECT NO 16.007 o PROJECT DEVELOPMENT. v 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX W D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S ~ RECOMMENDA TIONS. 0 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO vr�r�rn1� a�.r1�� 0 20 30 60 i� 1 INCH = 30 FT. R-3927-05 AS—BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA TIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, DATE: 1 CITY OF RENTON COMMENTS YLP 04.26.1 % MA,J SURVEYED: SCALE: VERTICAL: NAVD 1 s88 Pty >cT f ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY �S THE PINES 12.23.16 ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7F• 1/12/2018. 2 CITY OF RENTON COMMENTS YLP 05.15.17 MAJ AS NOTED HORIZONTAL: NAD 7983/1991 :� C TY O C w DESIGNED: CITY I - FIELDBOOK: D.R. STRONG YLP CONSUL TING ENGINEERS 3 IRRIGATION SERVICE YLP 01.03.18 MAJ PAGE: DRAWN: ` R E N T O N o W 4 DRAFT AS-BUILTS YLP 05.10.18 MAJ MES CLEARING AND TESL PLAN DRAINING No: ONE INCH f{, n5zsz , 33 3 f3 ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS YLP 06.25.18 MAJ CHECKED: /"" ATFULLSCALE D�AUWI Planning/Building/Public Works Dept. 850 �c 870 MONROE .AVENUE NE cs ,S:3 ,,STGRED `, 3i MAGI IF NOT ONE INCH INAL 1 '" 620 7TH AVENUE, KIRKLAND, WA 98033 SCALE ACCORDINGLY SHEET: 5 OF: 23 NO REVISION BY DATE APPR APPROVED: RENTON, WASHINGTON 98056 0425.827.3063 F425.827.2423 MAJ L` DRS PROJECT N0. 16007 THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CI TY S EROSION AND SEDIMENT UNDERGROUNDING NO TE: APPROVED FOR CONSTRUCTION CONTROL STANDARDS. Q 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN POWER TO BE UNDERGROUNDED ALONG MONROE AVENUE NE BETWEEN SUBJECT TO ERRORS AND _OMISSIONS DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON EXISTING POWER POLES. POWER PLANS TO BE PROVIDED BY PUGET SOUND o WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR ENERGY. EQUIVALENT. BY: DATE' 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 � DAYS BY: DATE: Q 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE o .�BY: STABILIZED AND BMPS REMOVED IF APPROPRIATE. AS -BUILT DATE: a NO AS—BUIL T /NFORMA 71ON ON THIS SHEET. BY: DATE: w "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS Z AS—BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA TIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, DATE: 1 CITY OF RENTON COMMENTS YLP 04.26.1 % MA,J SURVEYED: SCALE: VERTICAL: NAVD 1 s88 Pty >cT f ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY �S THE PINES 12.23.16 ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7F• 1/12/2018. 2 CITY OF RENTON COMMENTS YLP 05.15.17 MAJ AS NOTED HORIZONTAL: NAD 7983/1991 :� C TY O C w DESIGNED: CITY I - FIELDBOOK: D.R. STRONG YLP CONSUL TING ENGINEERS 3 IRRIGATION SERVICE YLP 01.03.18 MAJ PAGE: DRAWN: ` R E N T O N o W 4 DRAFT AS-BUILTS YLP 05.10.18 MAJ MES CLEARING AND TESL PLAN DRAINING No: ONE INCH f{, n5zsz , 33 3 f3 ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS YLP 06.25.18 MAJ CHECKED: /"" ATFULLSCALE D�AUWI Planning/Building/Public Works Dept. 850 �c 870 MONROE .AVENUE NE cs ,S:3 ,,STGRED `, 3i MAGI IF NOT ONE INCH INAL 1 '" 620 7TH AVENUE, KIRKLAND, WA 98033 SCALE ACCORDINGLY SHEET: 5 OF: 23 NO REVISION BY DATE APPR APPROVED: RENTON, WASHINGTON 98056 0425.827.3063 F425.827.2423 MAJ L` DRS PROJECT N0. 16007 c� SW 114 SEC TION , TOWNSHIP 23 N. RANGE 5 E, W. M. '-, S Tv i O d- W y Pr // Vt E - DRIVEWAYS SHALL BE PAVED TO THE EDGE - OF R -O -W PRIOR TO INSTALLATION OF THE EX\Sj\N"Op CONSTRUCTION ENTRANCE TO / AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE R v 25' MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD y INSTALL DRIVEWAY CULVERT IF THERE - IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-S'QUARRY SPALLS GEOTEXTILE NIS- 12"MIN. THICKNESS PROVIDE FULL WIDTH OF NOTES - INGRESSIEGRESS AREA 1. CONDITION OF USE - 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH(ASTM D4751) 1200 PSI MIN. - - GRAB TENSILE ELONGATION (ASTM D4632) 3036 MAX. - MULLEN 13URSTSTRENGTH (ASTM D3786 -80A) 1400 PSI MIN- IAOS(ASTM 04751) - 120-45 (U.S. STANDARD SIEVE SIZE) - 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE, 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH - CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. - - 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. j i * � + PUBLIC WORKS STABILIZED STD. PLAN 215.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 2:1 MAX. SLOPE 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE I.I. REQUIREDAT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. AVERAGESLOPE SLOPEPERCENT FLOWPATHLENGTH 20H:1V 3-51A 300 FEET (10 T020)H:1V 5-10% 200 FEET N To 10)H:1V 10.25% 100 FEET (2 TO 4)HAV 25-50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS - 2.1. FOR SLOPES STEEPER THAN 2HAV WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. - 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2.IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. - 2Y PUBLIC WORKS INTERCEPTOR SWALE STD. PLAN 217.10 s DEPARTMENT MARCH 2008 ROCK MUST COMPLETELY COVER THE 2:1 SLOPES - T MIN. I NOTES - 1. CONDITION OF USE - - 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. 2.MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. PUBLIC WORKS CHECK DAMS SPACING AND STD. PLAN - 217.40 �Nzo� DEPARTMENT CROSS SECTIONS MARCH 2008 0 0 0 rZ EROSION CONTROL NOTES & SPECIFI CA TIONS I � I TREE PRO TEC TION MEASURES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: o. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC77WTY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON DEVELOPMENT ENGINEERING SECTION AND THE APPLICANT. THIS MEETING MAY INCLUDE ADD177ONAL CITY OF RENTON REPRESENTA77VES AS DETERMINED BY THE CITY OF RENTON b. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF DEVELOPMENT ENGINEERING SECTION ALL RETAINED TREES, AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE-QUARTER FEET (1.25) FOR EVERY ONE INCH (1') OF TRUNK CALIPER, WHICHEVER IS GREATER, OR 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETA77ON PRESERVA77ON AS PRESCRIBED ON THE PLANS SHALL BE CLEARLY FLAGGED BY PLAN(S) ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, "NO TRESPASSING - PROTECTED M ' SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE DESIGN MANUAL AND OBSERVED TREES," OR ON EACH SIDE OF THE FENCING 1F LESS THAN FIFTY FEET (50). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. DURING CONSTRUCTION. DURING THE CONSTRUCTION PER/0D, NO DISTURBANCE BEYOND 77.1E CLEARING LIMITS SHALL BE PERMIT7ED. THE CLEARING LIMITS SHALL BE INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. MAINTAINED BY 774E APPLICANT/ESC SUPERVISOR FOR THE DURA77ON OF CONSTRUCTION. INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS 4. STABILIZED CONS7RUC77ON ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONS7RUC77ON AND MAINTAINED FOR 7HE DURA77ON OF THE PROJECT. C. PROTECTION FROM GRADE CHANGES. IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK ADD177ONAL MEASURES, SUCH ASCONSTYUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE W47ER DESIGN MANUAL AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CON7ROL FACILITIES MUST BE CONSTRUCTED AND IN OPERA77ON PRIOR TO LAND CLEARING AND/OR CONS7RUC77ON TO d, IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE. THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY 0 PREVENT 7RANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE TREE TO BE RETAINED. MAINTAINED IN A SA77SFACTORY CONDITION UN77L SUCH 77ME THAT CLEARING AND/OR CONS7RUC77ON IS COMPLE7F AND POTEN77AL FOR ON-SITE EROSION HAS PASSED. 7HE IMPLEMENTA77ON, MAINTENANCE, REPLACEMENT AND ADD17IONS TO EROSION/SEDIMENTATION CON7ROL SY57EMS SHALL BE 7HE RESPONSIBILITY OF THE e. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE PERMITEE. TESC SYSTEMS MUST BE REMOVED AFTER CONSTRUC71ON AC77V/TY IS COMPLETE. FOLLOWING AREAS: (l) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (ll) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2) IN DIAMETER FOR EACH 6. THE EROSION AND SED/MENTA170N CON7ROL SYS7E'MS DEPIC7FD ON T7�/S DRAWING ARE /N7E'NDED TO BE MIN/MUM REQUIREMENTS TO MEET ANTICIPATED SITE" ONE INCH OF TREE CAL/PER. THE REVIEWING OFFICIAL MAY REQUIRE A LARGER TREE PROTECT/ON ZONE BASED ON TREE SIZE, SPECIES, SO/L, OR OTHER CONDITIONS. 12. THE ESC FACIL177ES ON INACTIVE S17E"S SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MON7H OR WITHIN 24 HOURS FOLLOWING A STORM CONDITIONS A CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERM17E'E SHALL AN77CIPA7E THAT MORE EROSION AND SEDIMENTATION CON7ROL FACILITIES W/LL BE NECESSARY TO ENSURE COMPLETE SILTA77ON CONTROL ON THE PROPOSED S17E. DURING 774E COURSE OF f. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO CONSTRUC77ON, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF 7HE PERMl7E•E TO ADDRESS ANY NEW CONDITIONS 7HAT MAY BE CREA7EED BY THE INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS AC77VITIES AND TO PROVIDE ADD177ONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF 7HE RECEIVING DRAINAGE SYSTEM. g. MONITORING REQUIRED DURING CONSTRUCT/ON: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBOR/ST OR LICENSED LANDSCAPE ARCH17ECT TO ENSURE TREES ARE PROTECTED 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTTOL ONLY. IT DOES NOT CONS77TU7E" AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. S 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMEN7S THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST h. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION ROCK MUST COMPLETELY COVER THE 2:1 SLOPES - T MIN. I NOTES - 1. CONDITION OF USE - - 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. 2.MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. PUBLIC WORKS CHECK DAMS SPACING AND STD. PLAN - 217.40 �Nzo� DEPARTMENT CROSS SECTIONS MARCH 2008 0 0 0 rZ 1ITvvvn MA/T(d7 JUTHJ UIT atVtry UA 1J uumii\fG /Y/t um stA,)UN (At -HIL QST /UUGH StritMULK JU) SHALL SE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLAS77C COVERING, ETC.). M ' 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUC77ON S17ES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE W47ER DESIGN MANUAL 0 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS 12. THE ESC FACIL177ES ON INACTIVE S17E"S SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MON7H OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. rn 3 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE o LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERA77ON SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 0 `D 14. DURING 7HE TIME PERIOD OF OCTOBER IST THROUGH MARCH 307, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR W MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETEN770NIDETEN77ON FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL NOTES o MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILIRA 77ON SYSTEM, 7HE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF 7HE PERMANENT 1. 6 -FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE R-3927-06Lo FACILITY. SHALL COMPLETELY ENCIRCLE THE TREE'S). INSTALL FENCE of POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR m 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE RENEWED TO IDEN77FY WHICH ONES CAN BE SEEDED IN STAKES INTO MAJOR ROOTS APPROVED FOR CONSTRUCTION Q PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF 7HE WET SEASON. A SKETCH MAP OF THOSE 2. FOR ROOTS OVER 1 -IN DIA. THAT ARE DAMAGED DURING 6' MIN. AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO 7HE CITY OF RENTON FOR REVIEW. CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE SUBJECT TO ERRORS AND OMISSIONS THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE BY: DATE: 3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BY: DATE: rn AS -BUILT BE ALLOWED WITHIN THE LIMIT OF THE FENCING. BY: DATE: cn In NO AS -BUIL T INFORMA 77ON ON THIS SHEET. _- "I-r-PTYrV 77JAT TLJC' ]Aicn0ue77rLAr cunumi urocnAi unjir+u uiec _--- DRIPLINE ICY• nATC. W 0 0 0 0 N �i z z w _. �, �� L _ _ �- r�GIV I viV, VVHJI-111Vh I VIV y0V00 SHEET: 6 OF:23 - •� U 4Zb.dZ1.JUUJ !- 4Zt%dZ1.242J DRS PROJECT NO. 16007 N I 0 I W SW l 4 SECTION 9 TOWNSHIP 23 N RANGE 5 E W. M. THEPIN- GEO ES TECH RECOMMENDA TIONS.• THE FOLLOWING PERTAINS TO THE GENERAL SITE ONLY. I _ EARTH SOL U TIONS NW LLC STATES THAT BASED ON THE RESULTS OF THE STUDY PERFORMED, SPREAD FOOTING FOUNDATIONS BEARING UPON COMPETENT NATIVE SOIL, RECOMPACTED - NATIVE SOIL, OR NEW STRUCTURAL FILL. IN GENERAL, .COMPETENT NA TIDESOIL SUITABLE FOR z SUPPORT OF FOUNDATIONS WILL LIKELY BE ENCOUNTERED WITHIN THE UPPER ONE TO THREE AND ONE—HALF FEET OF EXISTING WHERE LOOSE OR UNSUITABLE SOIL CONDITIONS ARE EXPOSED AT FOUNDATION SUBGRADE ELEVATIONS, COMPACTION OF SOILS TO THE SPECIFICATIONS OF In STRUCTURAL FILL, OR OVEREXCAVATION AND REPLACEMENT WITH A SUITABLE STRUCTURAL FILL I; MATERIAL, WILL BE NECESSARY BLO ., .,. _ 114—SITU SOILS SEE SHEET C8 FOR �s THE MOISTURE SENSITIVITY OF THE ON—SITE SOILS /S CHARACTERIZED AS MODERATE TO HIGH. CO Sl EW 2K TRANSITION DETAILS D :?,,,. Q) - SUCCESSFUL USE OF NATIVE SOILS AS STRUCTURAL FILL WILL LARGELY BE DICTATED BY IN—S/TU L:_ :..;, .'E ., MOISTURE CONTENTS AT THE TIME OF PLACEMENT AND COMPACTION. � i r SHARED DRIVEWAY AT IS IGHTLY ABOVE THE OPTIMUM MOISTURE CONTENT AT THE ,,.� _,,. , ,. ; ----- ✓-- IN GENERAL, SOIL THA AT (OR SL ) r':... cn ��, TIME OF PLACEMENT AND COMPACTION MAY BEUSEDAS STRUCTURAL FILL CONVERSELY, SOIL. , _ THAT IS FOUND TO BE DRY AT THE TIME OF INSTALLATION WILL LIKELY REQUIRE MOISTURE „1,� ,...,. i ,: .. , : ,, H T PRIOR TO SOIL ,LLJ �L � �_,,�� � .��,�,o, ., .,, -r � , ,� . "�^---�-- , . ° .�,�_, � --. _ .. � CONDITIONING (TYPICALLY ACHIEVED THROUGH THE APPLICATION OF WATER) .r ... T - :, X Y OVER THE M. w , _„ _. COMPACTION. SOIL ENCOUNTERED DURING SITE E CAVATIONS THAT IS EXCESSIVEL I._ OPTIMUM MOISTURE CONTENT WILL LIKEWISE REQUIRE MOISTURE CONDITIONING TYPICALLY ACHIEVED THROUGH SOIL AERATION) PRIOR TO PLACEMENT AND COMPACTION. IT SHOULD BE EMPHASIZED NAVE MATERIAL SHOULD NEVER BE PLACED AND COMPACTED DRY OF THE OPTIMUM (' F tA TI W f5I MOISTURE CONTENT, ESPECIALLY IN SITE UTILITY TRENCH APPLICATIONS IF THE ON—SITE SOILS ,VEE RshJT ON SIDEWALK • w t, 4 !;; ANNOT BE SUCCESSFULLY COMPACTED, THE USE OF AN IMPORTED SOIL MAY BE NECESSARY. 8 ,,: - s <•. ; IMPORTED SOIL INTENDED FOR USE AS STRUCTURAL FILL .SHOULD CONSIST OFA WELL—GRADED PLANTER G I 1,1 cc z09 �C;GRANULAR SOIL WITH A MOISTURE CONTENT THAT IS AT OR SLIGHTLY ABOVE THE OPTIMUM LEVEL. APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: AS -BUILT BY: DATE: U) NO AS—BUIL T INFORMA 77ON ON THIS SHEET. BY: DATE: W — "I CER77FY 714AT 714E INFORMATION SHOWN HEREON WHICH WAS Z DRS PROJECT NO. 16007 EG J92. OJ EG 39213 FG 391.66 `O 2:0 FG 391.67 EG 392.19 EG 392.09 10-7-00 FG 392: FG 391.64 EG 391.59 SW 114 SECTION 9, TOWNSHIP 23 N.. RANGE 5 E.9 W.M. THE Pt EL. 391.23 CR -1 ...:.................L ...................................�.. ........... STA. ••27+-75.05 L I " NOTES - .. �. ,, - ":v � .:. � - A � � .CURB RAMP WIDTH 4 - 0" MIN. LANDING TO MATCH - A _ - CURB RAMP WIDTH E CONTRACT PLANS CURB RAMP WIDTH 4 0 MIN _ 5 y1 TREE RETENTION r STA. 29+22.70, 35.70 L 1 At marked crosswalks, the connection between the curb ramp and the road LANDING E MATCH CURB RAMP Q:'y1 :'*� F EL: 392, 62 I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. LANDING --.\ :� I f11 - I GRADE BREAKcuRB RAMP , LANDING I 2. Where "GRADE BREAK" is called out, the entire length of the grade break - 1 GRADE BREAK between the two adjacent surface planes shall be flush. GRACE BREAK SEE CONTRACT PLANS ^ - CEMENT CONCRETE SEE CONTRACT PLANS -• \ /. - N . 0" MIN. \ 3. DD not 4,. .. V�'`r• Q•.- :11� j 1 <-�\ _ _ _SIDEWALK-SEENOTE6 place Gratings, Junction Boxes, ACCa3S COVef6; or other appur6Bn-' 4'- o" MIN. \ / ances on any part of the Curb Ramp or Landing, or In front of the Curb • • •J: �): • 't , PROVIDE SMOOTH TRANSITION - I Ram where It connects to the roadway, 29+22.70 30.70 L 6' TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH z -�_ P v •` V.�Q, ° - - SIDEWALK- SEE NOTE 6 - I ` (TYP.) - - SEE CONTRACT PLANS ^ ( -'MIN. BEE coNTRacr 4. See Contract Plans for the curb design specified. See Standard Plain - ; - .. EL. 392.54, { RA P..:5 3 3 : 4' • 0" MIN.. PLANS ^ 4' - 0,: MIN. �. .1.59 \ * -... * F•10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and EXPANSION - ^ Pedestrian Curb details. FLARE iTYP.J -, - :.' 3!S SON BUFFERWIDTH MATCH .. JOINT{TYP.)-SEE : -TO CURB RAMP DEPTH. lfl:� 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See `• ala" EXPANSION I CURB RAMP STANDARD PLAN F-30. 10 � I JOINT -SEE ; m (TMP } Contract Plans for width and placement of sidewalk. O ..-'' - STANDARD PLAN F-30.10 I GRADE i -.`' u. I - �-i�r . ..• ., - ...,.. , , _ ...� 6. The Bid Item Cement Concrete C O - l TRANSITION T IDEWALK B FFE IF '�• � urb Ramp Type _ does not Include the '. 1'.,,".'_ �c '` ,,.. ,.�,.., , :. BREAK 0 $ U R I Y w - - - - ! , �a /- GRADE BREAK �. - PRESENT, OR TO BACK OF CURB (rYP.) - - ,, adjacent Curb, Curb and Guitar, Depressed Curb and Gutter, Pedestrian FG 33 b I ..6. i..... - ....- ..BEE CONTRACT PLANS :.. .. ' Curb o Sidewalks. ; .-. ,. - �..✓ .. . : ., � ......... ..... ... -.� r. :.. ..1 � �^--_ :::::: •: :+iii::. -���. • - a STA�9-r128.7� 5.7 L •-....: -._ ..... ,,--. "• 7. The Curb Ram length is not required to exceed 15 feet unless shown � I ( �� .., CURB OR CURB ...... ..... P 9 q F 391 8 `� ........... J 1 EL. 92rJ ( - CURB, ort cuRe otherwise in the Contract Plans). When applying the 15 -foot max. length, �� CEMENT CONCRETE - AND GUTTER "-• AND GU77FJi - PEDESTRIAN CURB ^ the ftlMin slope Of he Cu ° FG 391.26 0 Ga €i / SEE NOTE 4 q J 9 P t Curb Ramp Is allowed to exceed 8.3 h. Use a �' i;F - ) \ DETECTABLE WARNING SURFACE -- SEE NOTE 4 I SEE NOTE 4 h / I B I single constant slope from bottom of ramp to top of ramp to match into - _ - ,«; ;t _ s SEE STANDARD \ \_ DETECTABLE WARNING SURFACE •- tt1@ landing over a horizontal distance of 15 feet. Do not include the g / ...... ...... ....... g . t? € €: I ,..,; - .✓''• - FACE OF CURB ._ \ - J i SEE STANDARD PLAN F -SUR , FACE OF CURB _ abutting landing In the 15 -foot max. measurement. FG 331.20 _ : � � �.� �,,.w-�.�..STA. 29+28.70, 30.70 L � � I ,_ � �-- °°° - -_ MEASURED PARALLEL DEPRESSED CURB AND GUTTER r - _ `DEPRESSED CURB AND GUTTER - S. Curb Ramps and Landings Shall receive a broom F101btl. See Standard a oo °o°o°o° S P - EL. 392.50 _ \ _ SEE NOTE 4 °o°° ,° - ... _ TO CURB (TYP) .. CROSSWALK . - CROSSWALK - Specifications B-14. - 00 MA TCH EX. SURFACE LOW POINT �._...� g. ! . - -•� Pedestrian Curb may be omitted if the ground surface at the back of the -- - --- '- Curb Ram and/or Landing will be at the same elevation as the Curb FG 390.65 o :FG 390.51 € o P g I ! 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F•30.to I - - Ramp Or Landing and there will not be material t0 retain. : O FOR CURB RAMP LENGTHS GREATER THAN S'- W PROVIDE FC`{ 390.59 i UJ PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. PLAN VIEW I - y TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) I _ SEE STANDARD PLAN F-46.10 1 SLOPE IN EITHER DIRECTION. - , LOW POINT - - GRADE BREAK 1.5 OR FLATTER RECOMMENDED FOR p 4' - 0" MIN. 15' - W MAX. TYP.) - * DES GWFORMWORK (2% MAX.) e< SEE CONTRACT PLANS - BEE NOTE 7 - :COUNTER SLOPE - 7.5% OR FLATTER RECOMMENDED FOR - �: FG 390.81 (STA.10+50.96) SLOPE TREATMENT ^ ROADASOUTHERN SIDEWALK TRANSITION DETAILS 6.D%rax. - FG 390.79 - :. SEE PLAN F-30.10 DESIGN/FORMWORK * GRADE BREAK _ \ / DESIOWFORMWORK (8.3%MAX) FG 390.86 - ; - - _ tI� 9F' �- �. ` TOP OF ROADWAY * * ,* 9.5% OR FLATTER RECOMMENDED FOR .• . ' - DESIGWFORMWORK (10% MAX.) ' LANDING CURB RAMP ¢ - qF, �� •)h. K/'� _. �. t * 2 • SED RB AN DEPRESS CU D GUTTER - em+ FG 390.65 O ' - - '� - _ 1 SEE STANDARD PLAN F-10.12 d O N f: LOW POINT O rn secrloN AO A Q N i lO FG 390.59 CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE : �o� p8 zaseo , , OU ;(�. I : CEMENT CONCRETE - - PERPENDICULAR "A" PAY LIMIT -SEE NOTE 8 \ - PERPENDICULAR "S" PAY OMIT -SEE NOTE B ]l�\ �� C?J, O) STS �'ti� O PEDESTRIAN CURB - S SEE NOTE 4 ZONAL : 4 : jj , - - . \ DETECTABLE WARNING SURFACE ^ \ .: s Zclkr. SwU SEE STANDARD PLAN F-16.10 Jou 24 2016 7:20 ANI FG 390.71 o PERPENDICULAR :CURB RAMP �\`•` ' _ - 3" R. TYP. , -DEPRESSED CURB AND GUTTER - ./ - .. Q FG 391.27 + r i / / STANDARD PLAN F-40.1508 1a �� SHEET f OF 1 SHEET F . CEMENT CONCRETE CURBPUBLICATION - . - AND GUTTER - SEE NOTE 4 : - APPROVED FOR ,g STA. 27+ 15.5 :35.70 L FG 391.35. \ / La2$r.6 R PN . . I EI 391.62 *� ISOMETRIC VIEW ISOMETRIC VIEW arAreoesl°sEuas=_ea MATCH E. SURFACE CURB DETAIL B W..IL,�.,:ror.a,.,...rorr..Fo~a1.. p i O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT FG 391 3 STA. 27+ 15.55,. 70' L / 391.5... .• ! MATCH EX. ; RFAG 4. F'& 391 1 ' ..._ _,.m , v-..,� �._._. .., NOTES II 6 TRANSITION >••. Q �. v F • � i �o � SUFFER This � ' � RAMP L MATCH SIDEWALK �^ y 1. plan Is to be used where pedestrian crossing In one direction Is not I I 1.59 �f' -•.. 3 .. - , € .r6 : - - WIDTH - 4' 0" MIN. - �- I STRIP permitted q I'. MATCH SIDEWALK : : : BEE CONTRACT PLANS. - Y • Q 2. At marked crosswalks the connection between the Landing and the 2.�''• % : - U - i-; : WIDTH-4'D"MIN. --.. 9 - < _ B „- - . - PEDESTRIAN CURB - roadway must be contained s. C;� .SEE CONTRACT PLANS y ned within the width of the crosswalk marking - - .. SEE NOTE 10 CURB RAMP 2 w 3. Where "GRADE BREAK" is called out, the entire length of the rade break CQ - jj .. 9a1 0N) EXPANSION _ m 9 9 FG 392: - .. - - - - - - . ? : , - ::: PEDESTRIAN CURB ^ MATCH SIDEWALK WIDTH ^• 4 0" MIN. .. - - - I - JOINT- SEE STANDARD BEE NOTE 10 - between the two adjacent surface planes shall be flush. • 8 PLAN F-30.10 SEE CONTRACT PLANS LANDING - �' - , : 1 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- i STA. 27+21.55 30.70 :L LANDING \\ ., i • • SIDEWALK- / 318" (IN) EXPANSION JOINT -SEE PEDESTRIAN CURB - ances on any part Of the Curb Ramp or Landing or In the Depressed EL. 391.6 SEE NOTE a - STANDARD PLAN F-30.10 \ SEE NOTE 10 - - EL. 397.6.0 s^ R. Curb and Gutter where the Landing connects to the roadway, M D 9 v o° STA. 28+ 04 STOR . RAINAGE tT,rPa - ....... o - 1 - - _ - - ' . �' -5. See Contract Plans for the curb design specified. See Standard Plan -. - i'7 ..... - II 0 MIN. 9 P 7.29' 1.59 - - STA. 27+27.=55 35.70 L � A _.. F 10.12 for curb curb and Gutter Depressed Curb Gutter and 0000 _ CR 2 I I . - •t::,l,, z .A z p Pedestrian .... I - s^ R. - -... : Curb details. t EL. 391. 8 * * ^Lp jJf 5 •0^ MIN. 3 R. B. See Standard Plan - I n F 30.10 for Cement Concrete Sidewalk Details. See ----- s� , o x ------------ ------- - ----- I I SIDEWALK^ ' •� � � � Contract Plans for width and placement of sidewalk. -'(I SEE NOTES ., / 1- 7. The Bid Item Cement Concrete Curb Ram Type does not Include the x.30 I I ( ^ \ DErE TABLE WARNING URFA E R P YP - I I - : - /l' / L C S C BUFFE - DETECTABLE WARNING SURFACE BUFFER STRIP SEE C \ adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian F(� 392, 3 _ _ CONTRACT PLANS - C SEE STANDARD PLAN F-46.10 STRIP �j! / SEE STANDARD PLAN F-46.10 Curb, Of Sidewalks. II , CURB AND GUTTER ^ �- CURB AND GUTTER - I I s SEE NOTE 6 SEE NOTE 5 8. The Curb Ramp length is not required to exceed 15 feet (unless shown I ( - PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise 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 Si0p8 Of the CUfb tamp 18 I NORTHERN SIDEWALK TRANSITION DETAILS FACE OF CURB allowed to sof rad 8.3%. mUseatch i single constant slope from bottom of I I � CURB PLAN VIEW PLAN VIEW ramp to Top of ramp to match into the sidewalk over a horizontal I I o TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B distance of 15 feet. I I 9. Curb Ramps and Lendings shall receive a broom finish. See Standard II g Specifications 8.14. ' II LL I I 10. 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 ' 15 - 0" MAX - SEE STANDARD PLAN F416.10 15 • 0" MAX (TYP I 15 - O" MAX (TYP I Ramp or Landing and there will not be material to retain (TMP') GRADE BREAK - - SEE NOTE S SEE NOTES . I SEE NOTE 3 , ' / GRADE BREAK GRADE LEGEND GRADE BREAK - : - GRADE BREAK GRADE BREAK / COUNTER SLOPE - r BREAK �. ` - B0%MAX SIDEWALK- - SIDEWALK SLOPE IN EITHER DIRECTION SEE SIDEWALK- \ _ _ {` SEE NOTE S 1. \ - / SEE NOTES NOTE 8 1L' * - : / 70P OF 1.6 OR FLATTER RECOMMENDED FOR L_,/- ROADWAY ----+_ * -. -..�� DESIGN/FORMWORK (2%MM) CR- 4 SEE STANDARD PLAN F•10.12 * * DESI OR FLATTER RECOMMENDED FOR T ...EL.., 397.90 p l ®� 2 O ,.. ............................. ............... - CURB RAMP o: t. SEE NOTE RMVYORK (83%MAXJ � DEPRESSED CURS AND GUTTER - LANDING \ CURB RAMP -SEE NOTE 7 LANDING CURB RAMP STA, 13+85.33 ............. ...., secrlow B D1 aAsy� tl�� 0 �• STA. 14-1-05.33. '-" . . Gam`. - FG 397.80 - SECTION A 1 CONTRACTION JOINT P. - SEE STANDARD PLAN F-30.10 ALONG INSIDE RADIUS AT BACK OF WALKWAY)z+ 39J I q c Q . O FOR CURB RAMP LENGTHS GREATER THAN B' • 0 PROVIDE ( "-•!S! - FG 3 398... 67.2. _ CONTRACTION JOINT EQUALLYSPACEDf- WMIN.00. 6 ..> "CEMENT CONCRETE CURB RAMP - :: 2&cao Tn > .. ... FG 397.77 ..t . - '.: •" . S V.' y° \ - - - - _ TYPE SINGLE DIRECTION A" PAY LIMIT - CEMENT CONCRETE CURB RAMP �. x'07 yTp,9• 1'C v:LO N -.C- li .ls - .. .. 1 ;� TYPE SINGLE DIRECTION B PAY LIMIT 'ry G X W .' '..- .. �. :^ : - SEE I CN:� - .-. 9.. X SEE NOTE ? rj. N o v FG 398.29 h �. w ,Co .. ' V. V DErEGTA9LE WARNING _. .cp o FG 397 92 .. �. - ,� L°n2 2016 0):00 X .. •I- - .. ., 1 (IN) RADIUS ..`.. .... ' :- URFACE -SEE ... � �. CORNER ...... i.... /:: .. <,. Jun 2420167:21 A.r 1.69 �. D� o0. \Y STANDARD PLAN F 45.10 C 1.99 '+�. .. - J � - ........... - °, \'\.•, PEDESTRIAN CURB y / SINGLE DIRECTION �.. $ ° ° o ° - •- - �::: °°° "°°"°° DEPRESSED CURB AND s' „ v: Q �'� � ».\\\ � CURB. RAMP: ° ° $� - .�:. o °coo : . •� ^--.,....-- ->;:'-y � GUTTER SEE NOTE 5 FG 397.71 ° 1.59 729 c7 _ w, ° FG 398.76 °,, W:�,. SB•ANo�E ° 5 7.59 °,°,° :. � : -� STANDARD PLAN F-40.16-03 . p°o ........ o 2. 19 6 . , oaSOo .-' - -� '. RADIUS MAY -- .. ...............:.. ......... o°o°o -y^: VAR SHEET 1 OF 1 SHEET - ,;: Y / _ 'APPROVED FOR PUBLICATION FG 397 61 V &4� teares. rl4 2.:220162:NPM FG 398.19 ISOMETRICIEW ISOMETRIC VIEW FG 397 85 TYPE SINGLE DIRECTIO �• erwteoalaxai°IHEat- , - N A O TYPE SINGLE DIRECTION B waM.�.. ebb o.r,.n:..motr�.n.F�r°non PAY LIMIT DETAIL C PAY LIMIT FG 398.22 FG 397.73 FG 398.87 T 39 z7 - o2 FG 397."70 I R-3927-08 ROADA 14+00 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS ADA RAMP DETAILS LEGEND BY: DATE: PER WSDOT STANDARD PLAN F-40.15-03& F-40.16-03, THIS SHEET Q CURB RETURN, SEE SHEET C3 FOR DETAILS NC)F�TH (ELEVATIONS ALONG FLOWL/NE) BY: DATE: :. GRAPHIC SCALE OX ADA RAMP, SEE THIS SHEET FOR DETAILS 0 5 10 20 ,. A q -R 11/1 T �� BY: ., DATE: rn �I r, Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DRS PROJECT- NO. 16007 v _ IA- NOTES T. The Detectable Warning Surface (DVM) shall extend the full width of the �:..,..5 h o - curb ramp (exclusive of flar ) or the lending, DETECTABLE WARNINCr I( j CURB RAMP, LANDING, CIFT- � SURFACE I j - 2. The MRrotablo Warning SUrtaos shall placed at the back of Cw , arid I ' ' THROUGH OR WALKiSJAAY " �' - SEE NOTE 3 � p W t ...., need not follow the radius. ...fT"y. _., ,... E �,r "� MIN - -_, �" r 3. The rows of truncated domes shad be aligned to to perpendicular to the 1 MAX.7 T sK 4D' 1 i grade break at the back of curt). A E € B i,. .., a ,...,:..€ 8 e&.fiS" — SACK 6F rURa I 'Eli EF 1Jt TE 2 ' 4, The anus of t unca ted domes shall be aligned to be parallel. � the I .t G Q.+ V 0.90" - ."..,,, .rf . t7F ALL - .. .__.... `TRUNCRTEa aOME ""'' API�ATIONB darer iGrt of travel, r, If curb end rglutiur are not p• ent such a shared -use part, Connection, .i SECTION A a a.a o t ..�'� IF€e pete��at,� TNBFi�r� �Ttr% shall ba placed at the. pawY7enert'. edge, I acs �` € .•��' � ' '�.._... SER STANDARD SPECIFICATIONS FOR - S Sec Standard Plans for sidewalk and curb ramp details. COLOR OF SURFACE MATCH aAL�TfI� etAMp 7. if a euTb ramp r3 required, ilge tocatimn of She Delectable 1crBin SwrTace CURB AND GUTTER .__. ;.._.......�..�.. p . � g -. TRUNCATED DOME SPACING i LAMING, DLrr9T}LRt iH OR - must be at the bottom of the ramp arm. within the required distance from TR:U ATED DOME DETAILS SEE MCaTE3 Va � wtnLtcWAY the rBis, DETECTABLE WARNING SURFACE DETAIL 8. Vvhen the grade break betwe4an tl cirri) ramp and the landir� is Lass than GeFFSFT LANDING--� - or equal to d ft. from the bask of curb at all points, place the Detectable' CURB RAMP \i SEE NOTE A. Warning Sustace on the bottom of the curb ramp _.y LANT33Mr3WD1H OFj NdALiiW°,VsY -},, rK � .4Ai HOWAY Md LKi tOIY tKYrAY j �ft1 P 3 OF CUT TiWif}U?3M 1PADfN OF GUT TIA OUCH LLJI ' ( a.- °` - «� ...n 0TAB LEt+MI41NO - r^ �Y"' t SURFACE I SEE NOTE 4 CURR RAMP BACK OF CURB `�.` 'q ��., ; . �� . W MSN. 4 SINGLE DIRECTION CURB RAMP � FLARE ,•• RARE FORAGE BREAK BETWEEN CURB AND Mill •• 1 iklM:. LANDING 4 5 FT, FROM BACK OF CURB) « �- �''^-w„, ✓r : , y.�„�,m,,,,,y,i. c^'�i' ce,_ x,<,...,<! (see NOTE $t .... LEV DETECTABLE WARNOW LANDING BACK 4F CURB - DETECTABLE VA#NG .•• StELPA,Ct* fTYP i a SACK OF CURB r91RBCTioN i?E SEE liCrTE 2 , SEE ROTE a SEE NOTE Y `"`^� SEE NOTE 2 TRAVEL i WID'Ti{ 4F CSB RAMi7_ ” ,� `�E `•"•,.. ct RAMP SEE NOTE,,,. ! I ,,,_._......_._.__._......... ___ .._._ _ BACK OF CURB .. . NhALK4WhY .:. i :•.' ,xOTH 4? PES'rP'EIdI3kG11I I21C�F.1RB iiWIP j£ IZ`.4i' IN. -'' `- WALKWAY f'aEE NOTE Bf H. ri ANo CUT_THRf�I. QH � a+ va01H or CURB RAMP:, , 3 - . .' LANDINO, OR NFALh�tdAY DETECTABLE WARNING SURFACE 0YP} .:. DETECTABLE WARNING 1 $EE ko' i 3 O 1i 4TAyyrd I h y suNrACE (OAS) - SEE KOIE a .� r MEDIAN CUT -THROUGH � 9�'' � , a� m� ' vp __.. BACK OF CURB, . :. BACK Ear CURB .. Q i. 70 „ ,, "C .; SEE NOTE 2 . SEE NOTE r�: , e SINGLE DIRECTION CURS RAMP DETL"CTABUR IAWRNFNCj z: fa E NAIai!H t}f SHARED• «aa (GRAM BREAK BETWEEN CURB SURFACE ggi M) .. -f ' } � i USe PATH OR Hit LANDING + 5 FT FROM K OF CURBI BEE N{DTES 4 K ? $ •! � � t' � Gq S TEf'.!,`A', � � . . I$EENOT€.III '' ,p �� 4APAliGi'e`'A'ffT"s•P:� `1.6d t .�, CURB RAA�,;,.i CURB RAMP ss rp3"rn ..--""N �.^�. ✓,„,. .......ca4. � �?+fAt: 3 SP WALiLa y -� i },,. WALKVIAY ' ; - _ '«; € I � I � I! LAMDINO i s .Wta dF CUT t &tt #it ..... v - PATH OR y t WALMVAY DETECTABLE WARNINGs ROUNDABOUT SPLITTER f t ISLAND PAVEMENT _ SURFACE S z. .s RAIL SHOULDER k ,�I"A�,ii�Iral IILAr.�ii.1c}.1 SHEET I OF t SHEET .... .. DETECTABLE WARNING ,,,^......._.......,---:�:............... , DETECTABLE aVARNING ?< .�,`M'"t APPROVEDFS3R PUBLICATION - BACK 6E CURB .. _ F SURFACE'(PWS} _ S NATE 3 ......... PATH OR SURFACE 1phVS) SEE NOTE z i VWDTH OFY SEE Nt7TES 4&9 Pasco BAkot#ch tit 0&21/12 PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING SHARED -USE PATH CONNECTION: � Awn a m. ®.ponm.n a rmmspaaallm (SEE MUTE 6I PLACEMENT CU ICI ELINw5 ..:.. . �., ,....+. s:�.�3.w. .,...:�_z,.,,.v ,_.. .:'". <,.�•1� .._ :':RSD GD.I;:'v�.iB..�I .ace:wrre�YaA�CrI�. .. q Q , BY: DATE: BY: DATE: AS -BUILT U) o NO AS—BUIL T INFORMA 77ON ON THIS SHEET. w "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS BY. DATE. z A. Jo AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, s,,, U1j ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, Icl f ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: SCALE: - DATE: VERTICAL: NAV 1 83/ 1 THE PINES t ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7F• 111212018. SJS HORIZONTAL: HAD, isag/reef �� C 12.23.16 L j 2 CITY OF RENTON COMMENTS YLP 05.15.17 MAJ AS NOTED ♦� CITY O f ;: ;,, DESIGNED: - -',. - � FIELDBOOK: . D.R. STRONG YLP _ 3 IRRIGATION SERVICE YLP 01.03.18 MAJ v CONSUL TING ENGINEERS _ Iidl R E N T O N PAGE: _ w F 4 DRAFT AS BUILTS YLP 05.10.1s MAJ DRAWN: MES - - ROAD AND STREET SIGN DETAILS . 9 s .. - - DRAWING N0: �, aersz ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS YLP 06.25.18 MAJ CHECKED: ONE INCH DATUM �s f �ISTEaw �, MAJ g/ g/Dept.850 �c 870 MONROE AVENUE NE cs S AT FULL SCALE Planning/Building/Public Buildin Public Works IF NOT ONE INCH - .. 620 7TH AVENUE, KIRKLAND, WA 98033 N REVISION S A A SCALE ACCORDINGLY ryJ' ION BY DTE PPR APPROVED: RENTON WASHINGTON 98056 SHEET: OF: ,:,, O 425.827.3063 F 425.827.2423 MAJ - � 9 23 DRS PROJECT NO. 16007 M LLJ z n Li I SW 114 SECTION 9., TOWNSHIP 23 N., RANGE 5.E W.M. THE'' PIN, TYPE 'A' TYPE B, 1" 0 45' CHAMFER ALL AROUND TOP 0 a PAINT TOP 5" WHITE ALL AROUND 0 a REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7-1/2" X 7-1/2" 1" DEEP NOTCH ALL AROUND PRESSURE TREATED CEDAR POST 1/2" 0 45' CHAMFER ALL EDGES Do at= R DIETALIHIS811EEn rF-2" 0 (GOWMW UFFER) GALVANIZED STEEL HASP FOR LOCK (2)#4 HORIZ. TOP & 130TTOM & (2)64 VERTICAL (PER SIDE) I. When a dd Idtl 2 -natruct a full do y1th "lhed=ls CIS 6" STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL Im 0 I =" JpWTt 102). Cmit I. the ,,Xn FA02,0011111111 See DWWANISD MM DUAL fDDDOR WITH 3/4" RADIUS ON 2 OPEN CORNERS. OU13D a 1,r camnwrioxioiNt o" nip spin centadne as required at M=4 When wIdthsexceada. 30 N D PLATE SPACER. TOP OF 1/4" GALVANIZED STEEL PLATE SPACER 1/4", CHAMFER 2. Sea aid. plan 102 for sidewailk details. -1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 3. arhend gutter shown, other curb deallins may be specilled. L /�-2%3/8" JOINT MATERIAL ASPHALT 4. Not used. 6, The engineer will design all driveways to Include elevations at all CRUSHERSURFAC1NG_ 'k ld *11A All e"ons " at the back of =::,uphill DEPRESSED, MONOLTFHiC CURB GUTTER 13FTAL PW I Wrbol 6. Not Used, 7. For 0:—YWWft sea DRIVEWAY STANDARDS (So. OTE 10), The wipanslonjoints (see std, plan 102) Shall be apacIed as shown In the oormsponding laurnsirld view. S. Olopw shall comply with sections MUM or R303.2.2 or OPADJAMWOM R303.2.3 of the RavW Draft GuWlincs for AcomiblePublic Rigbts-of-Way of November 23, 2005 (PROWAG). tub 9. Curb returns for any Type C -MAX Driveway may be approved on 12" CRUSHED SURFACING z 10. STREET STANDARDS = Renton Municipal code (RMC) NOTE 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. DEPRESSED CURB DETAIL REMOVABLE WOODEN BOLLARD DRIVEWAY STANDARDS - Renton Municipal Code (RMC) ADOPTED ' CTTY OF RENTON CHAPTER 4 STANDARD PLANS O CITY -1111111139 PROPERTY DEVELOPMENT STANDARDS O LST DATE: 04/04 SSCtia114 4040 PARKING, LOADING AND DRIVEWAY (MAX -4 U- OmmuWal) E#11VPR�11 DWG. NAME: H021 SP PAGE: H021 I DATE I REVISION CEMENT CONCRETE DIUVIEWAY R "TRANCE "OT111111118 AND DETAILS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (lD,MTND,0R,WA) I—PLAWER STRIP -1 IYPL 'A T. I" C 45' CH-AFEIR AL_ -rte CONSISTENT 'P E' '.li T: A -L A-kXIAD PAINT TO 7 1:. CFri%P FOETSi R I CI -1A 1, 1 2 ­Afl- OF HO I I 0 •l (21111 vERTI�-A_ "PER --I IA ..... ...... 0 EC 0 ACR E T= CR D:iAlINIACE Y' 1,111,,' UU CI I ARAAC 31 1 1 i iA i N DACRET-_ S-RIFACE. -?-YP,D 1101JAR11 ADOP7TT1 C:r.., ^.F 30roN SrANDARD PLAK3r11 I I N %J V L_ Li I \jIx I iwql SUBJECT TO ERRORS AND OMISSIONS 1A,.r: 022 BY: DATE: BY: DATE: BY: DATE: A-BSUILT M., NO A S—BUIL T INFORMA 77ON ON THIS SHEET Lij "I CER77FY 7HAT THE INFORMATION SHOWN HEREON WHICH WAS BY: DATE: AS—BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVARONS, DEP7HS, PIPE SIZES, AND AS—BUILT COMMENTS, n 14, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: SCALE: DATE,* Sis VERTICAL: NAVD 1988 HORIZONTAL. NAD 1983/1991 ME OR UNDER MY DIRECT SUPER WSION ON THIS DA TE.• 1/12/2018. 2 CITY OF RENTON COMMENTS AS NOTED THE PINES 12.23.16 YLP 05.15.17 MAJ DESIGNED: CITY OF W. D.R. STRONG I . I FIELDBOOK! 3 IRRIGATION SERMCE YLP 01.03.18 Mh) �YLP _17 CONSUL TING ENGINEERS DRAWN: RENTON PAGE: 4 DRAFT AS—BUILTS YLP 05.10.18 MAJ MES ROAD AND MAILBOX DETAILS DRAWING NO: ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM 5 AS BUILT MYLARS YLP 106.25.181 MXII I CHECKED, AT FULL SCALE I Planning/Building/Public Works Dept, 850 & 870 MONROE AVENUE NE C10 620 7TH AVENUE, KIRKLAND, WA 98033 w"w IF NOT ONE INCH NO. REVISION By P I APPROVED: SCALE ACCORDINGLY OF: 0 425.827.3063 F 425.827.2423 DATE I APPR RENTON, WASHINGTON 98056 SHEET; DRS PROJECT NO. 16007 0 0 0 a 0 0 0 a rya♦1 (SEE NATE S) t ti . . . . . . . . . . ......... C Do at= R DIETALIHIS811EEn 'k TYPEI11%EjIC VIEW 0 (GOWMW UFFER) NOTES 0 I. When a dd Idtl 2 -natruct a full do y1th "lhed=ls CIS Im 0 I =" JpWTt 102). Cmit I. the ,,Xn FA02,0011111111 See DWWANISD MM DUAL .1d pie. rue sic nts iW ;%ang ddyaway OU13D a 1,r camnwrioxioiNt o" nip spin centadne as required at M=4 When wIdthsexceada. $To NLM i0da TOP OF ROAM AV 2. Sea aid. plan 102 for sidewailk details. I 3. arhend gutter shown, other curb deallins may be specilled. ,:,101 for curb details. 4. Not used. 6, The engineer will design all driveways to Include elevations at all NOT L. 'k ld *11A All e"ons " at the back of =::,uphill DEPRESSED, MONOLTFHiC CURB GUTTER 13FTAL PW I Wrbol 6. Not Used, 7. For 0:—YWWft sea DRIVEWAY STANDARDS (So. OTE 10), The wipanslonjoints (see std, plan 102) Shall be apacIed as shown In the oormsponding laurnsirld view. S. Olopw shall comply with sections MUM or R303.2.2 or OPADJAMWOM R303.2.3 of the RavW Draft GuWlincs for AcomiblePublic Rigbts-of-Way of November 23, 2005 (PROWAG). tub 9. Curb returns for any Type C -MAX Driveway may be approved on a a"ba z 10. STREET STANDARDS = Renton Municipal code (RMC) Title IV Development Regulations CHAPTER 6 STREET AND LMUTY STANDARDS Sectlan4-"60STREETSTANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL. DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Municipal Code (RMC) Twe IV Development Regulations DrIveway Example: TYPE CIB CHAPTER 4 R-PeoldmUll 0-0mrDatchal CITY -1111111139 PROPERTY DEVELOPMENT STANDARDS Numb aroflwm, SSCtia114 4040 PARKING, LOADING AND DRIVEWAY (MAX -4 U- OmmuWal) RfGUTATIQIrIS ScOuffer(PladinjOW), Blwnk-NnBuffw P.UPLIC IfOft]Ks DEPARMN-T CEMENT CONCRETE DIUVIEWAY R "TRANCE "OT111111118 AND DETAILS MID , : - Tw14".113 I : ... PIRO I—PLAWER STRIP -1 IYPL 'A T. I" C 45' CH-AFEIR AL_ -rte CONSISTENT 'P E' '.li T: A -L A-kXIAD PAINT TO 7 1:. CFri%P FOETSi R I CI -1A 1, 1 2 ­Afl- OF HO I I 0 •l (21111 vERTI�-A_ "PER --I IA ..... ...... 0 EC 0 ACR E T= CR D:iAlINIACE Y' 1,111,,' UU CI I ARAAC 31 1 1 i iA i N DACRET-_ S-RIFACE. -?-YP,D 1101JAR11 ADOP7TT1 C:r.., ^.F 30roN SrANDARD PLAK3r11 I I N %J V L_ Li I \jIx I iwql SUBJECT TO ERRORS AND OMISSIONS 1A,.r: 022 BY: DATE: BY: DATE: BY: DATE: A-BSUILT M., NO A S—BUIL T INFORMA 77ON ON THIS SHEET Lij "I CER77FY 7HAT THE INFORMATION SHOWN HEREON WHICH WAS BY: DATE: AS—BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVARONS, DEP7HS, PIPE SIZES, AND AS—BUILT COMMENTS, n 14, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: SCALE: DATE,* Sis VERTICAL: NAVD 1988 HORIZONTAL. NAD 1983/1991 ME OR UNDER MY DIRECT SUPER WSION ON THIS DA TE.• 1/12/2018. 2 CITY OF RENTON COMMENTS AS NOTED THE PINES 12.23.16 YLP 05.15.17 MAJ DESIGNED: CITY OF W. D.R. STRONG I . I FIELDBOOK! 3 IRRIGATION SERMCE YLP 01.03.18 Mh) �YLP _17 CONSUL TING ENGINEERS DRAWN: RENTON PAGE: 4 DRAFT AS—BUILTS YLP 05.10.18 MAJ MES ROAD AND MAILBOX DETAILS DRAWING NO: ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM 5 AS BUILT MYLARS YLP 106.25.181 MXII I CHECKED, AT FULL SCALE I Planning/Building/Public Works Dept, 850 & 870 MONROE AVENUE NE C10 620 7TH AVENUE, KIRKLAND, WA 98033 w"w IF NOT ONE INCH NO. REVISION By P I APPROVED: SCALE ACCORDINGLY OF: 0 425.827.3063 F 425.827.2423 DATE I APPR RENTON, WASHINGTON 98056 SHEET; DRS PROJECT NO. 16007 0 0 0 a 0 0 0 a MOUNT ON PEDESTAL PROVIDED WITH 00 0 0 0 0 0 0 I—PLAWER STRIP -1 IYPL 'A T. I" C 45' CH-AFEIR AL_ -rte CONSISTENT 'P E' '.li T: A -L A-kXIAD PAINT TO 7 1:. CFri%P FOETSi R I CI -1A 1, 1 2 ­Afl- OF HO I I 0 •l (21111 vERTI�-A_ "PER --I IA ..... ...... 0 EC 0 ACR E T= CR D:iAlINIACE Y' 1,111,,' UU CI I ARAAC 31 1 1 i iA i N DACRET-_ S-RIFACE. -?-YP,D 1101JAR11 ADOP7TT1 C:r.., ^.F 30roN SrANDARD PLAK3r11 I I N %J V L_ Li I \jIx I iwql SUBJECT TO ERRORS AND OMISSIONS 1A,.r: 022 BY: DATE: BY: DATE: BY: DATE: A-BSUILT M., NO A S—BUIL T INFORMA 77ON ON THIS SHEET Lij "I CER77FY 7HAT THE INFORMATION SHOWN HEREON WHICH WAS BY: DATE: AS—BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVARONS, DEP7HS, PIPE SIZES, AND AS—BUILT COMMENTS, n 14, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: SCALE: DATE,* Sis VERTICAL: NAVD 1988 HORIZONTAL. NAD 1983/1991 ME OR UNDER MY DIRECT SUPER WSION ON THIS DA TE.• 1/12/2018. 2 CITY OF RENTON COMMENTS AS NOTED THE PINES 12.23.16 YLP 05.15.17 MAJ DESIGNED: CITY OF W. D.R. STRONG I . I FIELDBOOK! 3 IRRIGATION SERMCE YLP 01.03.18 Mh) �YLP _17 CONSUL TING ENGINEERS DRAWN: RENTON PAGE: 4 DRAFT AS—BUILTS YLP 05.10.18 MAJ MES ROAD AND MAILBOX DETAILS DRAWING NO: ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM 5 AS BUILT MYLARS YLP 106.25.181 MXII I CHECKED, AT FULL SCALE I Planning/Building/Public Works Dept, 850 & 870 MONROE AVENUE NE C10 620 7TH AVENUE, KIRKLAND, WA 98033 w"w IF NOT ONE INCH NO. REVISION By P I APPROVED: SCALE ACCORDINGLY OF: 0 425.827.3063 F 425.827.2423 DATE I APPR RENTON, WASHINGTON 98056 SHEET; DRS PROJECT NO. 16007 SW l 4 SECTION E W. M. 0) ES, THE PIN / 9, TOWNSHIP 23 N, RANGE 5 N 0 0 W 53' R.O.W. WIDTH N 26' PAVEMENT WIDTH 0 O O O 10' LANE 10' LANE 6' PARKING LANE o (0 W low 0 5' CEMEN 2 tiiq 3 CONCRETE 8 W 8" 5' CEMENT PLANTER 3' S�oPE 6" MIN TYP 6" MIN TYP PLANTER CONCRETE ;X\S�Op 4:1 MAX. SIDEWALK 2 SIDEWALK 4:1 MAX. SLOPE 1.57- v 1.5% SLOPE 7 �\/i,�li�/����!r,\r�\�i.\!r.\%r.�\\!/.\/�\!r.��./i..r/,r., /,✓i ,/r,. T , /; //./.\!i\\i\\i \ii\ O i/�\i�� \ CATCH BASIN &STORM 8" WA SEWERS (TYP.) (-1--) 8'" NMA 8 SS 6" CRUSHED ROCK BASE OR 4.5" ASPHALT TREATED BASE COMPACTED SUBGRADE NilO 0 ROAD A A 0 NTS RESIDENTIAL STREET C7 Q 60' R. 0. W. WIDTH R 5.7 ROW PAVEMENT WIDTH DEDICATION s O 24' � f22' LANE 122' LANE � 0 0 W W PLANTER W SPE f3' PLANTER 5' CEMENT Z 5' CEMENT 3' S� CONCRETE o W SAWCUT 2 6' MIN CONCRETEPX' SIDEWALK U FROM FLOWLINE TYP SIDEWALK 4:1 MAX. 27. 10" WA \/r\C 12" SS ' \//r\ \�!%\/!i�� CATCH BASIN & STORM 24 " SD SEWERS (TYP.) 8" HMA 6" CRUSHED ROCK BASE OR O 4.5" ASPHALT TREATED BASE MONROE AVE NE B NTS MINOR ARTERIAL ROAD 30 MPH DESIGN SPEED C7 22' R. 0. W. WIDTH mss-' 3 O O 20' LANE 0 0 - W W W W 6TYP 6" TYP co 6" TYP 6" MIN TYP ,: \�\\�T\�\\�/\\�\�\�\\�\C \\ \ �o. '�/:\/\ri\ri /i /\/r\/r\/r\/r\/r\/r /\/r /r\/r\rr\/r \/i\/r\/r\/r/\/r\/r\/r\//\/\//\/r\/r\//\!i�\/l.�i.✓� r.. \ \�\i/�r/sir\\�\i/\\i�//�i\i/r\\r ✓�\�/ r,�\i�\i�\.a\..�\.�\i�\i.�\%/\\i���i/\�✓��y.�\i�i�\.�\,a\,� '�!\./\ .� iii•, X 8"HMA T 3927-05 � 6" CRUSHED ROCK BASE OR R-3927- 11 4.5" ASPHALT TREATED BASE APPROVED FOR CONSTRUCTION m COMPACTED SUBGRADE SUBJECT TO ERRORS AND OMISSIONS 0 HAMMERHEAD ROAD WAY C BY: BATE: o NTS RESIDENTIAL STREET G'7 Q BY: DATE: 3 A S-BUILT BY. DATE.U) 0 NO AS—BUIL T INFORMA 17ON ON THIS SHEET. w "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS BY. DATE.-71 0 0 0 2 0 N ce- iii a z J DRS PROJECT NO. 16007 W CB 103, TYPE 1 STA. 10+19.98, 47.07' L RIM g;.;g 391.23 12" IE OUT 'mss (S)388.21. 27 LF 12" LCPE (P103) (AB) CB 102, TYPE 1 STA. 10+30.79, 22.34' L RIM Z 391.08 12" lE IN 48,L,98 (N) 387.66 12" IE OUT 36;,,9,9 (SE)387.6 LF 12 LCPE (P102) 2J CB 101, TYPE I BI-DIRECTIONAL VANED GRATE WITH THROUGH CURB INLET STA. 10+51.03, 12.86' L RIM 399-49 390.54 12" lE IN 363,-.4m (NW)387.51 �o� " lE IN �--rt E 3 7 12 () 8 .53 12" lE OUT 'ter.=rt (S) 387.34 SOLID LOCKING LID 22 LF 12" LCPE (P101) (Ae) CB 1, TYPE IL BI-DIRECTIONAL VANED GRATE I WITH THROUGH CURB INLET STA. 10+51.07, 9.29' R RIM 36'9-,3e 390.64 12" IE IN (E)386.12 12" IE /N •_'2�r (N)386.07 18" IE OUT 70�e (S)385.87 20 LF 18" LCPE (Pl)_''j (AB) CB 7, TYPE 2-48" DROP CATCH BASIN W/ ROUND SOLID LOCKING LID STA.. 29+16.47, 7.02' R RIM 392.29(AB) 12" IE /N 3,3 ,4 (E) 383.65 EX. 24" IE IN 381.72 (N)(AB) EX. 24" lE OUT 381.72 (S)(AB) 27 LF 12" LCPE (P6) (AB) CB 6, TYPE 2-48" STA. 29+76.86, 20.45' L I RIM 391.83 391.88 12" IE IN 383.&6 (E)383.84 12" IE OUT 38:4-5,9 (W)383.78 a r ��rc ri r 33� n , 3 'w 9 7 �� .. 3 THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION: THIS 0 1 p - ,..3 . DGE H Olt I 3 AB . SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM AS R MOR THE TOP OF THE FOUNDATION MATERIAL L C. E 3 3 ) 3 33 tel/ PLACEMENT AND COMPACTION OF D BEDDING WELL AS E DIRE MATER/AL TO UNIFORM GRADE SO THAT THE _. ................... ::,. .............. 33.1 3.,.3. ... ....... .. .. .... .... ... _.. ..... .. ,. ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED 0N A UNIFORMLY RMLY DENSE UNYIELDING BASE. ALL PIPE W RANGE 5 M. SW 1 4 SECTION 9, TOWNSHIP 23 N, E, / BMPS FG SURFACE WATER STANDARD PLAN NOTES. LOT LOT AREA MAX. IMPERVIOUS CREDIT 1 5,001 i T,,,H,,E PrINE, S4 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 5,001 2,750 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD 5,007 2,750 501 BETWEEN THE CITY OF RENTON PLAN REVIEW SEC77ON AND THE APPLICANT. _ 5,001 2,750 J. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH 7HE RENTON MUNICIPAL CODE (RMC), THE 5,201 } 531 LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED 5,201 2,850 531 BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON 5,000 2,750 500 PUBLIC WORKS DEPARTMENT IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL 5,002 2,750 501 CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN 5,001 2,750 501 B T ADDITIONAL THIS PLANS. ALL CORRECTIONS SHALL E A NO COST TO THE CITY. 5,001 2,750 4. APPROVAL OF THIS ROAD, GRADING PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF , N 2,750 501 ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. 5,001 I • - � _ _ ETC. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED l H APPROVED PLANS ) ACCORDING TO THE A ROV , O7 II 501 WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN 5,001 i 501 APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION, i I I � 5 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB Sl1E WHENEVER CONSTRUCTION IS IN PROGRESS. GRADING ACTI VI TIES (SITE AL TERA TION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7P. M. MONDAY THROUGH GRAPHIC SCALE CB 103, TYPE 1 STA. 10+19.98, 47.07' L RIM g;.;g 391.23 12" IE OUT 'mss (S)388.21. 27 LF 12" LCPE (P103) (AB) CB 102, TYPE 1 STA. 10+30.79, 22.34' L RIM Z 391.08 12" lE IN 48,L,98 (N) 387.66 12" IE OUT 36;,,9,9 (SE)387.6 LF 12 LCPE (P102) 2J CB 101, TYPE I BI-DIRECTIONAL VANED GRATE WITH THROUGH CURB INLET STA. 10+51.03, 12.86' L RIM 399-49 390.54 12" lE IN 363,-.4m (NW)387.51 �o� " lE IN �--rt E 3 7 12 () 8 .53 12" lE OUT 'ter.=rt (S) 387.34 SOLID LOCKING LID 22 LF 12" LCPE (P101) (Ae) CB 1, TYPE IL BI-DIRECTIONAL VANED GRATE I WITH THROUGH CURB INLET STA. 10+51.07, 9.29' R RIM 36'9-,3e 390.64 12" IE IN (E)386.12 12" IE /N •_'2�r (N)386.07 18" IE OUT 70�e (S)385.87 20 LF 18" LCPE (Pl)_''j (AB) CB 7, TYPE 2-48" DROP CATCH BASIN W/ ROUND SOLID LOCKING LID STA.. 29+16.47, 7.02' R RIM 392.29(AB) 12" IE /N 3,3 ,4 (E) 383.65 EX. 24" IE IN 381.72 (N)(AB) EX. 24" lE OUT 381.72 (S)(AB) 27 LF 12" LCPE (P6) (AB) CB 6, TYPE 2-48" STA. 29+76.86, 20.45' L I RIM 391.83 391.88 12" IE IN 383.&6 (E)383.84 12" IE OUT 38:4-5,9 (W)383.78 a r ��rc ri r 33� n , 3 'w 9 7 �� .. 3 THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION: THIS 0 1 p - ,..3 . DGE H Olt I 3 AB . SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM AS R MOR THE TOP OF THE FOUNDATION MATERIAL L C. E 3 3 ) 3 33 tel/ PLACEMENT AND COMPACTION OF D BEDDING WELL AS E DIRE MATER/AL TO UNIFORM GRADE SO THAT THE _. ................... ::,. .............. 33.1 3.,.3. ... ....... .. .. .... .... ... _.. ..... .. ,. ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED 0N A UNIFORMLY RMLY DENSE UNYIELDING BASE. ALL PIPE STORMWA TER FLOW CONTROL BMPS FG RESTRICTED FOO TPRIN T 1 LOT LOT AREA MAX. IMPERVIOUS CREDIT 1 5,001 i 501 2 STORMWA TER FLOW CONTROL BMPS FG RESTRICTED FOO TPRIN T 1 LOT LOT AREA MAX. IMPERVIOUS CREDIT 1 5,001 2,750 501 2 5,001 2,750 501 3 5,007 2,750 501 4 5,001 2,750 501 5 5,201 2,850 531 6 5,201 2,850 531 7 5,000 2,750 500 8 5,002 2,750 501 9 5,001 2,750 501 10 5,001 2,750 501 11 5,001 2,750 501 12 5,001 2,750 501 13 5,001 2,750 501 14 5,001 2,750 501 NO TES: 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUC77ON DRAWINGS #R-3927 ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT, ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION lS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. J. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED. LANDSCAPING NOTE 1. TRACT 'B" WILL BE OWNED BY HOA AND POND LANDSCAPING OUTSIDE OF THE FENCED AREA SHALL BE MAINTAINED BY THE HDA. AN EASEMENT OVER AND ACROSS TRACT 'B" ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN THE POND AND ALL STORMWA TER FACILITIES IN THE TRACT WILL BE RECORDED. STORM STUB SCHEDULE LOT IE* FG DEPTH TO IE 1 488-.:24388.63 391-55 391.27 4 & 1 2.64 2 3&9:-46 389.81 39:2.46 391.91 :9.89 2.10 3 :pe 390.84 39 0.19 394.06 3-81- 3.22 4 391.9; 391.54 49s.14 394.51 -4-96 2.97 5 38--39 393.76 39 -44.397.27 -& H 3.51 6 3986& 396.21 39$ 39 398.67 4 =22 2.46 7 396-4.6 397.20 096L 1.9 399.31 46:2 2.11 8 496.4-4396.79 399-32 399.19 3-96 2.40 9 496- 0 4 395.92 499.93 398.87 3-6 2.95 10 392-49 395.18 39 A 66 397.83 & 16 2.65 11 z^� 392.88 396.68 395.37 -4:44 2.49 12 498-95 390.56 394 8;z 393.66 4.82 3.10 13 489-6k2 390.01 39 -52 392.44 x-69 2.43 14 1 38&:89 389.37 39-,34- 391.58 3: � 2.21 2. THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS. *NOTE: ALL STORM STUB IE CALL OUTS ARE AT CLEANOUT PRI VA TEL Y MAINTAINED STORM ELEMENTS: OF RESPECTIVE LOT WITH MINIMUM 2.009 PIPE SLOPE; IE'S MAY BE FIELD ADJUSTED TO ACCOMMODATE DEVELOPMENT. 1. ALL STORM DRAIN STUB -OUTS TO BE PRI VA TEL Y MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS. PRI VA TE DRAINAGE EASEMENT NOTE: PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF LOTS ON WHICH STORM STUBS BENEFITING AN ADJACENT LOT CROSS. FINAL LOCATIONS TO BE SHOWN ON FINAL PLAT. AS -BUILT LOT RUNOFF NOTE: "I CERTIFY THAT THE INFORMATION SHOWN HEREON RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIVIDUAL WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY BUILDING PERMITS INCLUDE LOCATIONS ELEVATIONS, DEPTHS, PIPE SIZES, CATCH BASIN NOTE.' PRI VA TE CB SCHEDULE LOT# RIM 1E 1 zn� 391.46 388-39 388.42 3 494:-l9 394.11 396, �z9 390.80 6 33&-99 398.77 395.84 396.14 9 399-93 398.76 496: 9 395.76 12 3948; .393.671 398-65 390.45 141-i9z?34- 391.98 38$-89.388.94 AND AS -BUILT COMMENTS, ACCURA TFL Y REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 UNDER MY DIRECT SUPERVISION ON THIS DA TF• CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT UTILITY CROSSING NOTE.• 1/12/2018. " l` - Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) OF TYPE I CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. n UTILI TY CROSSING, REFER TO C2 3 THROUGH INDIVIDUAL LOTS. e. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCA770NS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). f. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. q. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDINGS FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF REN TON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPL Y. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). R 3927-12 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: NOFRTH BY: DATE: GRAPHIC SCALE V ! s so 60 W BY: DATE: Z I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. Jo AS—BUILT BY D.R. S7RONG,'AND MAY INCLUDE LOCA770NS, 1 INCH= 5 FT. _ ofAsy� trd ELEVATIONS, DEPTHS, PIPE SIZES, AND AS COMMENTS, VERTICAL �c ACCURA7ELY REFLECTS EXIS71NG FIELD COND17IONS AS DEIFRMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: scnLF: DATE: ° ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7F• 111212018. " HORIZVERTIONTAL: NAVD ,Sas �- - .� sus HORIZONTAL: NAD 1883199, �, - - THE PINES 2 CRY OF RENTON COMMENTS YLP 05.15.17 MAJ DESIGNED: AS NOTED ♦� D.R. STRONG C T Y O F F 3 IRRIGATION SERVICE YLP 01.03.18 MA,1 YLP FlELDBOOK: CONSUL TING ENGINEERS DRAWN: _ c � I T W 4 DRAFT AS—GUILTS TLP 05.10.18 MAJ (� I V O PAGE: MES ONE INCH ROAD AND STORM PLAN AND PROFILE DRAWING NO: 45232, m ENGINEERS PLANNERS SURVEYORS _ DATUM Rtio 5 AS BUILT MYLARS YLP 06.25.18 MAJ CHECKED. AT FULL SCALE TE MAJPlanning/Building/Public works Dept 850 & 870 - MONROE AVENUE NE C13 SSjONA ''g 8207TH AVENUE, K/RKLAND, WA 98033 IF NOT ONE wcH .....w ..... NO. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVED . - R E N TO N . . WASHINGTON 98056 SNEEf: OF: _ O 425 8273083 F 425.827.2423 . 13 23 DRS PROJECT NO. 16007 SW 114 SECTION 9, TOWNSHIP 23 N, RANGE 5 E. W. M. SLOPE 3' BERM lE IN 111138 1-.-58 (N) �2 '� � i. s VAULT OUTLET It STA. 29+14.07, 43.96' L tl "12" IE OUT 354.-89 (W)384.03 u , U TILI TY CROSSING NO TE: BERM CROSS SECTION AT ACCESS HATCH oO U77LITY CROSSING, REFER TO C23 FOR DETAILS NTS .. i . 3 . .. ,....,... _ . A,,. tai# . r f !! VER TI CAL DA TUM: 3 DED/CA noN I •L,, _ . _ .. _. LF 12 LCPE (P5 �,:..,_...,......... 5 _. . . , ...... - BENCHMARK: - o I,. - CB 6, TYPE 2-48 „" 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND PK', NAIL 225 � 8' t � T STA. 29116.86, 20.45' L FEE T± EAST OF THE INTERSEC77ON OF NE, 10TH STREET AND OLYMP/A AVE. E W PLANTER RIM 49�i- 391.88 SOF � � � ,' __,_w:. NE. IN AERIAL PANEL, ELEVA770N = 427.93 FEET. X. S 5 CEMENT C, 4. 12 /E IN 3$�8 E 383.84 NIA �i����i<��<�%�iv�� i �i�� 1 6" MIN 29f 00 � .. �s .. O 3,1 i<��������� � �, MqX CONCRETE 2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRE7E i��i��i��i��i��i<�i<�i�i<�i��i�i<�ii� i�i��i� SCOP SI TYP —}-- —12 /E OUT 355 88 (W) —78— E DEWALK 'E 1L MONUMENT WITH 1/8" BRASS P/N DOWN 1.1 /N MONUMENT CASE AY THE /T�i �i.�iv �i��i��i��. �a.a�, �, �, �..� a� �� ��.a�.��, �. 1.570 NLV GRA TT-_17UNAL VA_._.: _....., ,,.. _ ._. ....W _ ..__ .W.. _ (. INTERSECTION OF NE, 12TH ST. AND MONROE AVE. (TO THE NORTH), 9UGH CURB INLET - _.._ ® _ __ . - ELEVATION 425.15 FEET. Q 51.07, 9.29 R 27 LF 12" LCPE (P6) 3 : (AB) 0 390.64 BASIS OF BEARINGS: �'��: �a (E)386.12 I I Q (N) 6,07 _ _ N0600'14'E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND 496. spoI �.;, � .�. ._ ��- � ..�.... NUMBER 1843 'T B (S) J85.87 m� CA TCH BASIN NO TE. CB 7" TYPE 2-48" IF DURING CONS7RUCT/ON, IT IS FOUND THAT PIPE ANGLES REQUIRE TYPICAL BERM CROSS SECTION B Q DROP CATCH BASIN W/ ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY NTS ROUND SOLID LOCKING LID WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB W/77 -I LARGER J STA. 29+16.47" 7.02' R STRUCTURE AND ADEQUATE KNOCKOUT. - RIM 392.29 (AB) 12" IE IN 3,3.9 (E)385.65 EX. 24" lE IN 381.72 (N) (AB) EX. 24" IE OUT 381.72 (S) (AB) 12 II F Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 27+7U 21+UU Zd+UU Lu+4U za+aTU AS -BUILT. "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS V, A. J AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, of sl, �Ud ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, '� of ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018. 2 CITY OF RENTON COMMENTS w 45232 �-8I 'GISTERE V� Q.R. STRONG 3 IRRIGATION SERVICE CONSUL TING ENGINEERS 4 DRAFT AS—BUILTS ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS L9+LU 29+60 YLP 04.26" .17 M&I SURVEYED: SJS YLP 05.1 J.1 % MAJ DESIGNED:.. YLP 01.03.18 MAJ YLP YLP 05.10.18 MAJ DRAWN: MES YLP 106.25.181 MAJ r CHECKED: 6207TH AVENUE, KIRKLAND WA 98033 NO. REVISION BY DATE APPR APaRovw: 0425.827.3063 F425.827.2423 ' MAJ { SW 114 SECTION 9, TOWNSHIP 23 N, RANGE 5 E. W. M. SLOPE 3' BERM lE IN 111138 1-.-58 (N) �2 '� � i. s VAULT OUTLET It STA. 29+14.07, 43.96' L tl "12" IE OUT 354.-89 (W)384.03 u , U TILI TY CROSSING NO TE: BERM CROSS SECTION AT ACCESS HATCH oO U77LITY CROSSING, REFER TO C23 FOR DETAILS NTS .. i . 3 . .. ,....,... _ . A,,. tai# . r f !! VER TI CAL DA TUM: 3 DED/CA noN I •L,, _ . _ .. _. LF 12 LCPE (P5 �,:..,_...,......... 5 _. . . , ...... - BENCHMARK: - o I,. - CB 6, TYPE 2-48 „" 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND PK', NAIL 225 � 8' t � T STA. 29116.86, 20.45' L FEE T± EAST OF THE INTERSEC77ON OF NE, 10TH STREET AND OLYMP/A AVE. E W PLANTER RIM 49�i- 391.88 SOF � � � ,' __,_w:. NE. IN AERIAL PANEL, ELEVA770N = 427.93 FEET. X. S 5 CEMENT C, 4. 12 /E IN 3$�8 E 383.84 NIA �i����i<��<�%�iv�� i �i�� 1 6" MIN 29f 00 � .. �s .. O 3,1 i<��������� � �, MqX CONCRETE 2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRE7E i��i��i��i��i��i<�i<�i�i<�i��i�i<�ii� i�i��i� SCOP SI TYP —}-- —12 /E OUT 355 88 (W) —78— E DEWALK 'E 1L MONUMENT WITH 1/8" BRASS P/N DOWN 1.1 /N MONUMENT CASE AY THE /T�i �i.�iv �i��i��i��. �a.a�, �, �, �..� a� �� ��.a�.��, �. 1.570 NLV GRA TT-_17UNAL VA_._.: _....., ,,.. _ ._. ....W _ ..__ .W.. _ (. INTERSECTION OF NE, 12TH ST. AND MONROE AVE. (TO THE NORTH), 9UGH CURB INLET - _.._ ® _ __ . - ELEVATION 425.15 FEET. Q 51.07, 9.29 R 27 LF 12" LCPE (P6) 3 : (AB) 0 390.64 BASIS OF BEARINGS: �'��: �a (E)386.12 I I Q (N) 6,07 _ _ N0600'14'E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND 496. spoI �.;, � .�. ._ ��- � ..�.... NUMBER 1843 'T B (S) J85.87 m� CA TCH BASIN NO TE. CB 7" TYPE 2-48" IF DURING CONS7RUCT/ON, IT IS FOUND THAT PIPE ANGLES REQUIRE TYPICAL BERM CROSS SECTION B Q DROP CATCH BASIN W/ ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY NTS ROUND SOLID LOCKING LID WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB W/77 -I LARGER J STA. 29+16.47" 7.02' R STRUCTURE AND ADEQUATE KNOCKOUT. - RIM 392.29 (AB) 12" IE IN 3,3.9 (E)385.65 EX. 24" lE IN 381.72 (N) (AB) EX. 24" IE OUT 381.72 (S) (AB) 12 II F Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 27+7U 21+UU Zd+UU Lu+4U za+aTU AS -BUILT. "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS V, A. J AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, of sl, �Ud ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, '� of ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018. 2 CITY OF RENTON COMMENTS w 45232 �-8I 'GISTERE V� Q.R. STRONG 3 IRRIGATION SERVICE CONSUL TING ENGINEERS 4 DRAFT AS—BUILTS ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS L9+LU 29+60 YLP 04.26" .17 M&I SURVEYED: SJS YLP 05.1 J.1 % MAJ DESIGNED:.. YLP 01.03.18 MAJ YLP YLP 05.10.18 MAJ DRAWN: MES YLP 106.25.181 MAJ r CHECKED: 6207TH AVENUE, KIRKLAND WA 98033 NO. REVISION BY DATE APPR APaRovw: 0425.827.3063 F425.827.2423 ' MAJ PIPE SUPPORT(S) ORIFICE 0 =1.25" 2 (SEE NOTE 4) 6.00'(AB) W a 6" CONCRETE DETENTION DEPTH p REMOVABLE BAFFLE Qi -4Q-jmo op = EL. 385.00 12, /E= 9 WQ.DESIGN - -- - ----------------------------------------------------------- - ,.. :.. - ------------------------------------------ -------------------------------------------------------------------- - 384.03 ----------------------- WS 484.-99 384.03 SHEAR GATE WITH CONTROL l!4 18„ 381.19 INLET ROD FOR CLEANOUT/DRAIN -moo W EL. 380.50 6.00” (AB) Q p W.Q. DEPTH 378.03 378.03 EL 38-89 ------------------------- EL 35:98 RESTRICTOR PLATE W/ ORIFICE 37Z22EL. 3 � 5.19 1.759 1.779 5.49 EL.44A� 37Z 22 0= 1.40"O.C. (SHARP EDGED SHOP DRILLED) TOP OF SEDIMENT STOR. = ;374.1919J78.03 1.0' AVERAGE SEDIMENT STORAGE (TYP.) FROP DETAIL SECTION B—B _ NTS1» 5, W - p p 72 0 FROP REMOVABLE WATERTIGHTLo W RISER... COUPLING OR FLANGE Q FROP .NOTES DETENTION SUMMARY SHEET 1. 007. W 1. OUTLET CAPACITY. 100 -YR PEAK FLOWSTAGE STAGE LIVE STORAGE VOLUME CF WATER QUALITY STORAGE VOLUME CF 2. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO STORM EL. REQUIRED PROVIDED AS BUILT REQUIRED I PROVIDED I AS BUILT TOTAL 390.00 18,813 18,938 18,936 8,327 1 8,57J 1 8,57T HA VE ASPHAL T TREA TMENT 1. 100 YEAR 390. 01 18,845 18,970 18,968 2 "" J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE. OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO 25 YEAR 389.52 17 320 17,42J 17,421 6 GRAVEL YEAR 389.04 15,803 15,908 15,906 CONCRETE PIPE /.0. LESS 114" 2 YEAR 1 387.11 9,744 9,816 9,815 COMPACTED SUBGRADE E AT LEAST ONE 3"X.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3" VERTIC VERTICAL VA UL T NOTES. GRAVEL ACCESS ROAD CROSS SECTION, 6 5. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 1. ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50 FT FROM ANY MAX NTS LOCATION WITHIN THE VAULT, AND AT THE INLET AND OUTLET. 2. IBOV = INSIDE BOTTOM OF VAULT ELEVATION. -15 " PLATE WELDED TO ELBOW R-3927 J. VAULT GRATE TO INCLUDE 2x2 HATCH DESIGNED FOR EASY OPENING. WITH ORIFICE AS SPECIFIED 4. WALL OPENING DIMENSIONS TO BE DETERMINED DURING STRUCTURAL ANALYSIS. APPROVED FOR CONSTRUCTION ELBOW RESTRICTOR DETAIL NOTE.' _ SUBJECT TO ERRORS AND OMISSIONS NTS SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR THE PROPOSED STORM VAULT MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE BUILDING PERMIT APPLICATION WILL BE REQUIRED FOR THE CONSTRUCTION OF THE VAULT. BY: DATE: BY: DATE: BY: DATE: CIS AS -BUILT w _ / CER77FY THAT THE INFORMATION SHOWN HEREON WHICH was BY: _ DATE. Z DRS PROJECT NO. 16007 N C 0 W Cn W Z n TW i A 93 BAR EACH CORNEF 93 BAR EACH 81DE 93 BAR EACH ..... PRECAST BASE SECTION #3 BAR EACH CORNEF 18' MIN 93 BAR HOOP CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENTSECTK)N. PIPE ALLOWANCES PIPE ALLOWANCES MAXIMUM PIPS MATERIAL INSIDE MINIMUM BASE REINFORCING STEEL DISTANCE In211L IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE13ASE INTEGRALBASE DIAMETER REINFORCED OR IT PLAIN CONCRETE BE GROUTED TO FINAL GRATE UNTIL THE FINAL ALL METAL PIPE 15' CPSSP* 12• (STD. SPEC. 9-0520) SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN' SOLID WALL PVC 15' (STD. SPEC.9-06.12(1)) 025 0.25 PROFILE WALL PVC 15• (STD. SPEC. 9-05.12(2)) 1r PIPE ALLOWANCES PIPE ALLOWANCES BASE SECTION PIPE MATERIAL NOTES MINIMUM BASE REINFORCING STEEL DISTANCE In211L IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE13ASE INTEGRALBASE 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT 18' PLAIN CONCRETE BE GROUTED TO FINAL GRATE UNTIL THE FINAL ALL METAL PIPE 21' ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR 18' (STD. SPEC. 9-05.20) SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN' SOLID WALL PVC 2P ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS 025 0.25 PROFILE WALL PVC GIVEN BY THE ENGINEER TO GROUT OR GRATING IN (STD. SPEC. 9-05.12(2)) 1r PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 84• 8' 7-05.3. 12" 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. 8' 12' - 84' THE USE OF SHIMS IS PROHIBITED. 0.39 029 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT 38" 48' RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR ig BOND. PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN — 202.00 + DEPARTMENT MARCH 2008 PIPE ALLOWANCES PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE MINIMUM BASE REINFORCING STEEL DISTANCE In211L IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE13ASE INTEGRALBASE DIAMETER REINFORCEDOR 18' PLAIN CONCRETE 0.23 0.15 ALL METAL PIPE 21' CPSSP* 18' (STD. SPEC. 9-05.20) 6(p SOLID WALL PVC 2P (STD. SPEC. 9.05.12(1)) 025 0.25 PROFILE WALL PVC 2P (STD. SPEC. 9-05.12(2)) 1r J l� r1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) PIPE ALLOWANCES CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MAXIMUM WALL BASE KNOCKOUT THICKNESS THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE In211L IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE13ASE INTEGRALBASE 48' 4" S' 38" S' 0.23 0.15 64' - 4.5' 8' 42' 8" 0.19 0.18 6(p 5" 8' 4V 8' 025 0.25 72" 6" 8' 60' 1r 0.35 0.24 84• 8' 17 72' 12" 0.38 - 0.29 98" 8' 12' - 84' 12' 0.39 029 J l� r1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER ALL CONCRETE METAL CPSSP p SOLID WALL PVC p PROFILE WALL Pvcp 48' 24' 30' 24' 2r 30" 54' 30' 38' 30' 2r 38" 80' 38' 42' 36" 38' 42" 7T 42' 64' 42" 38' 48- W 54' 60' 64' 38" 48' 98' 80• 72' SW 38" 48' J l� r1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) Iii U) _. LLJ TABLE t _ x PIPE DIAMETER (IN) lE BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) .1 : STA 1 MA C TA Uj 383.80 Q1 iTREE RETENTION 392.40 29+16.65 1 1 z � I ' Wo G I - .. T;EN ' I� I UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U77LI77ES AND SURVEYING THE HORIZONTAL AND VER77CAL LOCATION PRIOR TO CONS7RUCTION. 7HIS SHALL INCLUDE CALLING U77LITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING U77L/TIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID U77LITIES AS SHOWN ON THESE PLANS ARE BASED ON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSUL77NG ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NOTES.- 1. OTES1. 8" WATER MAIN REQUIRES 3 FOOT MIN/MUM COVER. 2. EXISTING 10" WATER MAIN ESTIMATED AT 5' COVER DUE TO EXIST/NG U77LITY CROSSINGS, CONTRACTOR TO CONFIRM. BY: DATE: A&BUILT 3. MIN/MUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLA170N OF ETHAFOAM PAD IS REQUIRED. NO AS -BUIL T INFORMA TION ON THIS SHEET.DATE: w BY: N/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS z AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA110NS Sill �U�j ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, DATE: �' nc r ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YIP 04.26.17 MAJ SURVEYED: SCALE: VERTICAL: NAvo isaa Sis TH E PINES 12.23.16 ME OR UNDER MY DIRECT SUPERVISION ON 71/S DA TE. 111212018. " Mal AS NOTED HORIZONTAL: nwo �sas�issi Q� w 2 CITY OF RENTON COMMENTS YLP 05.15.17 �.�- CITY. Y O I DESIGNED: - FIELDBOOK: YLP D.R. STRONG _ i ,-- 3 IRRIGATION SERVICE YLP 01.03.18 MAJ rJL PAGE. a CONSUL TING ENGINEERS DRAWN: RENTON 4 DRAFT AS-BUILTS YLP 105.10.18 MAJ COMPOSITE UTILITY PLAN MES .. -.. DRAWING N0: .ONE INCH I 32,,, ENGINEERS PLANNERS SURVEYORS 5 AS -BUILT MYLARS YLP 06.25.18 MAJ CHECKED: . ��M �T FULL gCgLE l Planning/Building/Public .Works Dept: 850 & 870 MONROE AVENUE NE c23 S ISTERE CS ",: ;' MAJ � IF NOT ONE INCH .. - .. _ �:" 33 SCALE ACCORDINGLY /-� (� SHEET: OF: 820 7TH AVENUE, F 425 82 24 980 PPR APPROVED: I N V TO N .78 0 5 6 N0. REVISION BY DATE A RENTON, `NQSI"I 23 23 O 425 827 3063 F 425.827.2423 MAJ DRS PROJECT NO. 16 007 . UTILI TY CROSSING TABLE C# UT PIPE DIAMETER (IN) lE BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) FG : STA 1 SD 12 383.80 383.75 ` 392.40 29+16.65 SS 12 381.58 382.63 1.12 2 WA* 10 386.32 386.27 _ 392.04 29+16.80 SD 12 - 383.85 384.90 1.37' 3 WA* 10 386.00 385.95 391.68 10+16.70 SS 18 382.37 J83.92 2.03 4 SD 12 386.47 ' 386.42 390.77 10+57.58 SS 8 383.07 383 79 2.63 5 SD 12 387.06 387.01 390.70 10+56.45 WA 8 385.03 385.75 1.26 6 SD 12 387.61 387.56 390.71 10+69.80 WA 6 385.50 : 386.05 1.51 7 SD 12 389.65 389.60 393.07 12+79.72 SS 8 386.68 38Z 40 2.20 8 SD 12 389.76 389.71 393.03 12+29.72 WA 8 387.36 388.08 1.63 9 SD 72 395.04 394.99 398.47 14+30.33 SS 8 390.74 391.46 3.53 10 SD 12 395.15 395.10 398.43 14+30.33 WA 8 392.76 393.48 1.62 NOTES.- 1. OTES1. 8" WATER MAIN REQUIRES 3 FOOT MIN/MUM COVER. 2. EXISTING 10" WATER MAIN ESTIMATED AT 5' COVER DUE TO EXIST/NG U77LITY CROSSINGS, CONTRACTOR TO CONFIRM. BY: DATE: A&BUILT 3. MIN/MUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLA170N OF ETHAFOAM PAD IS REQUIRED. NO AS -BUIL T INFORMA TION ON THIS SHEET.DATE: w BY: N/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS z AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA110NS Sill �U�j ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, DATE: �' nc r ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YIP 04.26.17 MAJ SURVEYED: SCALE: VERTICAL: NAvo isaa Sis TH E PINES 12.23.16 ME OR UNDER MY DIRECT SUPERVISION ON 71/S DA TE. 111212018. " Mal AS NOTED HORIZONTAL: nwo �sas�issi Q� w 2 CITY OF RENTON COMMENTS YLP 05.15.17 �.�- CITY. Y O I DESIGNED: - FIELDBOOK: YLP D.R. STRONG _ i ,-- 3 IRRIGATION SERVICE YLP 01.03.18 MAJ rJL PAGE. a CONSUL TING ENGINEERS DRAWN: RENTON 4 DRAFT AS-BUILTS YLP 105.10.18 MAJ COMPOSITE UTILITY PLAN MES .. -.. DRAWING N0: .ONE INCH I 32,,, ENGINEERS PLANNERS SURVEYORS 5 AS -BUILT MYLARS YLP 06.25.18 MAJ CHECKED: . ��M �T FULL gCgLE l Planning/Building/Public .Works Dept: 850 & 870 MONROE AVENUE NE c23 S ISTERE CS ",: ;' MAJ � IF NOT ONE INCH .. - .. _ �:" 33 SCALE ACCORDINGLY /-� (� SHEET: OF: 820 7TH AVENUE, F 425 82 24 980 PPR APPROVED: I N V TO N .78 0 5 6 N0. REVISION BY DATE A RENTON, `NQSI"I 23 23 O 425 827 3063 F 425.827.2423 MAJ DRS PROJECT NO. 16 007 . w z n SPLIT RAIL FENCE WITH TREE PROTECTION SIGN. SEE DETAIL THIS SET. FENCE AND SIGNS SHALL BE INSTALLED AND INSPECTED PRIOR TO PLAT I� OP I� II lO I SPLITIRAIL FENCE II II I I II I I II II II II II II � SW 7/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. THE PINES INSTALL TRACT A LANDSCAPING AT TIME OF PLAT DEVELOPMENT INSTALL TREES AND,, s 0J J' ' s' o S STREETSCAPE x o, ------ 394 LANDSCAPING AT TIME --- OF PLAT DEVELOPMENT O ' . N 8'8 36' 4, W I I I 1 -STORY 2 I I II ------------ --- HOUSE 1 I CITY OF REN TON SHORT PLAT NO. 289-79 REC. NO. 791126901 1 INSTALL LANDSCAPING AT TIME OF BUILDING PERMIT II o Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 2 AS -BUILT RELEASE 1 WATER SERVICE IN TRACT D N0. REVISION JMV 5.26.18 JMV 1.6.18 BY DATE SURVEYED: DESIGNED: JM V JMV DRAWN. JM V JMV CHECKED: JM V A P P R APPROVED: JM V INSTALL TREES AND STREETSCAPE LANDSCAPING AT TIME OF PLAT DEVELOPMENT 4 3 INSTALL TREES AND STREETSCAPE LANDSCAPING AT TIME OF PLAT DEVELOPMENT 0 20 NORTH l " = 20' 0" SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE IN SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM � Q STATE OF WASHINNGTO EJLAN�C�S■E�C JEFF M. VARLEY CERTIFICATE No. 774 ------A CT 702 0, S. F BLOCK 2 ALBERT BALCH'S PRESIDENT PARK NO. 8 VOL. 54, PG. 27 R-3927 -18 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: I BY: DATE: 40 80 SHEET SIZE 22" x 34" BY: DATE: CITY OF REN TON Planning/Building/Public Works Dept. THE PINES LANDSCAPE PLAN - AS -BUIL T 850 & 870 MONROE AVENUE NE RENTON, WASHINGTON 98056 N 0-) Ln 0 0 W WE P H H W z n DATE: 12.23.16 w FIELDBOOK: PAGE: DRAWING NO: SHEET: L - OF: 5 SW 7/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. THE PINES TREE PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE REMARKS TREES LLJ 'Considered drought tolerant in Pacific Northwest once established All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time of planting. Damaged trees shall be replaced with same species and minimum 2" caliper. Per RMC 4-4-070 (F)(2), minimum I street tree planted per address, where curb cuts, driveway, and utilities do not allow the required trees to be planted. Per RMC 4-4-070 (F)(3), where there is insufficient space or no public frontage, street trees are required in the front yard. Install watering bags on all trees. PLANT SCHEDULE BOTANICAL NAME COMMON NAME TREES Pyrus calleryana 'Chanticleer''F Flowering Pear 3 1- i/2" cal Full and Matching, min. 8' 40' ht MG Acer griseum * Paperbark Maple 3 1-1/2" cal Full and Matching, min. 8' I0' ht Mahonia nervosa's Euonymus Amelanchier grandiflora Autumn BriUiance''F Serviceberry 14 1- 1/2" cal Full and Matching, min. 8' 40' ht Full and Matching e Acer truncatum x A. plat. 'Warren's Red' Pacific Sunset Maple 3 1- 1/2" cal Full and Matching, min. 8' 40' ht 2 gallon XXX Acer circina tum * Vine Maple 8 1- i/2" cal Full and Matching, min. 8' 40' ht (� X Acer ginnala 'Flame' Amur Maple 4 1- 1/2" cal Full and Matching, min. 8' 40' ht III — Acer palmatum 'Bloodgood'* Japanese Maple 3 1-1/2" cal Full and Matching, min. 8' 40' ht z C Prunus x yeodensis * 'Yoshino' Flowering Cherry 4 1- 1/2" cal Full and Matching, min. 8' 40' ht n Prunus virginiana 'Canada Red Chokecherry 4 1- i/2" cal Full and Matching, min. 8' 40' ht LLJ 'Considered drought tolerant in Pacific Northwest once established All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time of planting. Damaged trees shall be replaced with same species and minimum 2" caliper. Per RMC 4-4-070 (F)(2), minimum I street tree planted per address, where curb cuts, driveway, and utilities do not allow the required trees to be planted. Per RMC 4-4-070 (F)(3), where there is insufficient space or no public frontage, street trees are required in the front yard. Install watering bags on all trees. PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE REMARKS Western Red Cedar TREES W Thuja plicata' David Viburnum SHRUBS and GROUND COVER 2 gallon Viburnum da vidii * Nandina Nandina domestica * AZ Azalea sp. 'Hino Crimson'' MG Miscanthus sinensis' FG Pennisetum clop. 'Burgundy Bunny' ® Euonymus fortunei 'Emerald n Gold' La Lavandula sp. RH Rhododendron 'Purple Splendour' 2 gallon Mahonia nervosa's Euonymus Polystichum munitum * MY As Myrica californica' o Mahonia aquifolium' QTY SIZE REMARKS Western Red Cedar 6 6' ht Full and Matching David Viburnum 7 2 gallon Full and Matching Nandina 6 2 gallon FuH and Matching Evergreen Azalea 8 2 gallon Full and Matching Maiden Grass 27 2 gallon Full and Matching Dwarf Ft Grass 33 2 gallon Full and Matching Euonymus 13 2 gallon Full and Matching Lavender 19 2 gallon Full and Matching Rhodie 23 2 gallon Full and Matching Short Oregon Grape 15 1 gallon Full and Matching Sword Fern 33 1 gallon Full and Matching Pacific Wax Myrtle 7 2 gallon Full and Matching Tall Oregon Grape 9 2 gallon Full and Matching amm Arctostaphyllos uva-ursi* Kinnikinnik As req'd I gallon Erica sp. 'Mediterranean Pink'' Heather As req'd I gallon Bergenia sp. 'Bressingham Ruby'' Elephant Ear As req'd I gallon Fragaria chiloensis * Dune Strawberry As req'd I gallon Plant in groups of minimum 15 plants of each species 'Considered drought tolerant in Pacific Northwest once established ::JC=Gaultheria shallon Salal As req'd I gallon (�= Lawn, shovel cut transition between lawn and landscape beds GREM4" depth arborist wood chip mulch. Taper mulch down to base of tree I � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) Full and Matching/Plant 30" o. c. Full and Matching/Plant 30" o. C. Full and Matching/Plant 30" o. c. Full and Matching/Plant 30" o. C. Plant 30" on -center PLANT 1" HIGF IN NURSERY FINISH GRADE ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS AND CURBSIDE SPECIFIED PLANTING SOIL - UNDISTURBED GROUND — 12" MIN. FOR WOOD - STAKES & 18" FOR REBAR TAPLE PLASTIC INTERLOCKING TREE TIES OR APPROVED EQUAL PRUNE DISEASED AND BROKEN BRANCHES PLASTIC INTERLOCKING TREE TIES SEE DETAIL ABOVE REMOVE BINDING TWINE, BURLAP, AND WIRE, TYPICAL 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) ROOT DEFLECTOR FOR TREES AD BSIDET TO SIDEWALKS AND SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 3x ROOTBALL WIDTH j --IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL FINISH NOT TO SCALE STAPLE TREE 1 -PLASTIC INTERLOCKING TREE TIES OR APPROVED EQUAL DETAIL PRUNE DISEASED AND BROKEN BRANCHES PLASTIC INTERLOCKING TIES SEE DETAIL ABOVE SPECIFIED TREE STAKE(S) REMOVE BINDING TWINE, BURLAP AND ALL WIRE, TYPICAL WATERING BASIN NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIEERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE RUNE DISEASED AND ROKEN BRANCHES EMOVE TOP 1/3 OF BURLAP " SETTLED DEPTH OF PECIFIED MULCH ERTILIZER TABLETS/SPECS PECIFIED AMENDED BACKFILL OMPACT AND WATER THOROUGHLY IRM NATIVE SOIL MOUND Q STATE OF WASHINGTO E S E E LAN C C ECT JEFF M. VA LEY CERTIFICATE No. 774 R-3927 -19 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS N Ln Q0 0 0 Q0 M H H Q0 Q BY: DATE: SHRUB PANTING DETAIL BY: DATE: NOT TO SCALE BY: DATE: (� BY: DATE: W z_ SURVEYED: SCALE: AS NOTED VERTICAL: NAVID 1988 HORI HORIZONTAL: NAD 1983/1991 D A TU M �► C TY OF ..0 R E N TO N Plannin /Buildin /Public Works Dept. g g THE PINES LANDSCAPE PLAN - AS -BUIL T 850 & 870 M ON R OE AVENUE NE DATE: 12.2 3.16 W DESIGNED: JMV FIELDBOOK: PAGE: 2 AS -BUILT RELEASE JMV 5.26.18 JMV DRAWN: JMv ONE '"C" DRAWING N0: 1 WATER SERVICE IN TRACT D JMV 1.6.18 JMV CHECKED: JMV AT FULL SCALE IF NOT ONE INCH N 0. REVISION B Y DATE A P P R SCALE ACCORDINGLY R E N T O N, WASHINGTON 98056 APPROVED: JIVIV SHEET: OF: L-2 5 � SW 114 SECTION 9, TO WV SHI P 23 N, RANGE 5 E, W M. N 0-� [1-9 THE PINES 0 I 0 I I ALBERT BALCH'S I I PRESIDENT PARK NO. 7 I oQ ------ VOL. 53, PG. .7 ACl I� I 1,10 9 8 I� I, 6 SHARED DRI V I OP ©_ 560 S. F. N88°36'41 "W n I I—------� r------ ------ ------ L� W I lO s �IbN I I I I I I I I I I I 5, 00 7 S.F.I I 3 I I 4 I I 1 5, 001 S. F. I I 5, 001 S. F. 1 I I I I I I I 1 I i 5,001 S. F. I I I I I I I I I 1 I I IIFFI I I I I I 1 I II II I - -- ------ - - - -I I -------------J -1 I I I------------ -j 1 II< TT - - - - - - - - - - - - - ---- M I I II I - - ---- T -r — — G------ �MG\"'I ------ — --- 1I s• s L ------ F� M AS MUCH AS POSSIIBLE TRENCH • - ' - AROUND DRIPLINE OF EXISTIN • • ------ - - -- --- : ' ' :- - ----_--__- _ _ '-'- - - TREES PROPOSED TO BE RETAINED. DO NOT CUT ROOTS LARGER THAN If I ETER II � 0 0 - - - - - I I � o � �) -- ------ 394 vv — II --- --- ,0N8'836'4, W 777777711 I I ------ r I I I 1 -STORY I 2 I I II ---- HOUSE 1 I CITY OF REN TON SHORT PLAT NO. 289-79 0= — II �I REC. NO. 7911269011 II � II O II Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 WATER SERVICE IN TRACT D N0. REVISION SURVEYED: DESIGNED: JM V DRAWN: JM V JMV 1.6.18 JMV CHECKED: Jmv BY DATE APPR APPROVED: JM V 0 NORTH l r = 20' 0 " SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 40 80 SHEET SIZE 22" x 34 " CITY OF mk REN TON Planning/Building/Public Works Dept. 3 � Q STATE OF WASHINGTO E S E E LAN C Cr JEFF M. VA LEY CERTIFICATE No. 774 ------RACT BLOCK 2 ALBERT BALCH'S PRESIDENT 54P PG. 270 8R-3927 20 BY: BY: BY: BY: APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: DATE: THE PINES 12.23.16 LANDSCAPE PLAN (IRRIGATION) - AS -BUIL T PAGDBOOK: DRAWING NO: 850 & 870 MONROE AVENUE NE RENTON, WASHINGTON 98056 SHEET: L_3OF: 5 N 0) Ln 0 0 W WE H H LL] SW 7/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. THE PINES IRRIGATION SCHEDULE DESCRIPTION SPRINKLER HEADS: RAINBIRD 1804 AND 1806 POP -UPS FOR SPRAY HEADS SYMBOL MANUFACTURER • 4" POP-UP 6" POP-UP ® 5005PC 4" ROTOR PGA100 1" IRRIGATION CONTROL VALVE MAINLINE - SCH 40 PVC (18" COVER); 1.25" SIZE LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM _---------------- SLEEVE - CLASS 200 PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS, 2" SIZE UNDER DRIVEWAYS LOCATED IN RIGHT-OF-WAY, 4" UNDER DRIVEWAYS LOCATED ON BUILDING LOTS IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. BIDDER -DESIGN IRRIGATION SYSTEM BY LANDSCAPE CONTRACTOR POINT OF CONNECTION TO BE DETERMINED. WATER METER NOT SHOWN. INSTALL WATER METER PER CITY OF RENTON STANDARDS. LANDSCAPE CONTRACTOR TO COORDINATE SIZE AND LOCATION OF IRRIGATION WATER METER AND BACKFLOW DEVICE WITH OWNER LANDSCAPE CONTRACTOR TO COORDINATE MAKE/MODEL AND LOCATION OF IRRIGATION CONTROLLER WITH OWNER ALL IRRIGATION CONNECTIONS AND FITTINGS SHALL BE LEAD-FREE SCH 40 PIPE SIZING CHART PIPE SIZE 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" VALVE FLOW GPM 1-8 8.1-13 13.1-23 23.1-32 132.1-53 53.1-74 GPM (MAX.) DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MINIMUM EQ EQ CLEAR FROM WALLS TO TEST COCKS, BOLT LOCK LID DOUBLE CHECK VALVE (STATE APPROVED z -I WATER SERVICE ASSEMBLY) RESILIANT SEATED VALVES WITH TEST COCKS, INSTALL ASSEMBLY WITH z FROM METER _ TEST COCKS IN HORIZONTAL POSITION, < PER LOCAL REQUIREMENTS _ O _ o_ I� b I� a PVC MAINLINE PER PLAN caa NOT TO SCALE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DOUBLE CARSON GRADE LEVEL VALVE BOXES w V 0 O°c o O°0 FINISH GRADE 00 )9,00 SCH 80 Z Q PVC UNION VALVE (BLOWOUT) DOUBLE CHECK METER SCH 80 NIPPLE AND FEMALE vCr" CITY STANDARDS SCH 80 PVC UNION ADAPTER – TYPICAL STOP TYPICAL � P� UNION AT EACH SIDE OF VALVE (O � �O O C C SCH 80 PVC – TYPICAL THE BACKFLOW DEVICE SHALL SCH 80 NIPPLE – TYPICAL r O C SIDES O O C o O O COC c O BLOCK AS NECESSARY WITH BRICKS AT BASE OF BOX (V O COOL O O C C OCC SUMP 1 C.F. 7/8" WASHED GRAVEL 00 0. O OO � c0=1 : o� .o, NOTE: PVC LATERAL II III—III— INSPECTION OF COMPLETED ASSEMBLY . I= BY CERTIFIED TESTER REQUIRED. CHECK VALVE ASSEMBLY DETAIL NOT TO SCALE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DOUBLE CARSON GRADE LEVEL VALVE BOXES TRENCH CONDITION SLEEVE CONDMON DATE: 0 O°c o O°0 FINISH GRADE 00 )9,00 SCH 80 LQUICK COUPLv G PVC UNION VALVE (BLOWOUT) DOUBLE CHECK METER PER VALVE PER DETAIL CITY STANDARDS SCH 80 PVC UNION METER STOP TYPICAL � P� ��p APPROVED: JMv PVC� NOTE: THE BACKFLOW DEVICE SHALL HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES TRENCH CONDITION SLEEVE CONDMON Co ¢ PIPE BED MATERIAL TO BE CLEAN AND 0 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 — WILKINS 600 PRESSURE REDUCING VALVE AS NECESSARY T X S COUPLING: CONTR. TO PROVIDE THREADED FTG. AND CAP–f ON DISCHARGE SIDE OF METER. } PER CITY STDS. POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE 2 AS -BUILT RELEASE 1 WATER SERVICE IN TRACT D N0. REVISION DATE: 0 O°c o O°0 FINISH GRADE 00 )9,00 SURVEYED: BY: DATE: C) r PCpo PAVING SECTION DESIGNED: JMV JMV PER CIVIL PLANS JM DRAWN:V JMv JMV � COMPACT BACKFILL o DO 0 CHECKED: JMv BY � P� ��p APPROVED: JMv ° ) 0AT 90% DENSITY ° O ° O � o°� (TOPSOIL BACKFILL) AT 95% DENSITY (STRUCTURAL) ° '° H_ o _)0 o� : o� .o, PVC LATERAL 6" OFFSET SLEEVING ��0 roc 00'- ,00 ALT. WIRE SLEEVE o c O O PVC MAINLINE Q VALVE WIRING Co ¢ PIPE BED MATERIAL TO BE CLEAN AND 0 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 — WILKINS 600 PRESSURE REDUCING VALVE AS NECESSARY T X S COUPLING: CONTR. TO PROVIDE THREADED FTG. AND CAP–f ON DISCHARGE SIDE OF METER. } PER CITY STDS. POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE 2 AS -BUILT RELEASE 1 WATER SERVICE IN TRACT D N0. REVISION POP-UP 6" CLEAR OF OBSTRUCTION MULCH CONDITION FINISH GRADE Z PAVING rj�Nf J� _ ADJUST ANGLE AT `N SPRINKLER SLOPE COVERAGE CONDITIONS. 5 FLUSH AT LAWN SLOPE ANGLE - TYPICAL AND FLUSH WITH _ MULCH LINE - SPRINKLER MARLEX 90° ELBOWS PVC SCH 40 - PVC SCH 80 NIPPLE TEE SxSxT o (SIDE INLET ONLY) z Ln PVC LATERAL V )0O OOOOC 00 0 0 O 0 �o ono l- 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 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 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 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 C TY OF RENTON Planning/Building/Public Works Dept, a Q STATE OF WASHINGTO E S E E LAN C C ECT JEFF M. VA LEY CERTIFICATE No. 774 R-3927- 21 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: SURVEYED: BY: DATE: BY: DESIGNED: JMV JMV 5.26.18 JM DRAWN:V JMv JMV 1.6.18 JMV CHECKED: JMv BY DATE APPR APPROVED: JMv POP-UP 6" CLEAR OF OBSTRUCTION MULCH CONDITION FINISH GRADE Z PAVING rj�Nf J� _ ADJUST ANGLE AT `N SPRINKLER SLOPE COVERAGE CONDITIONS. 5 FLUSH AT LAWN SLOPE ANGLE - TYPICAL AND FLUSH WITH _ MULCH LINE - SPRINKLER MARLEX 90° ELBOWS PVC SCH 40 - PVC SCH 80 NIPPLE TEE SxSxT o (SIDE INLET ONLY) z Ln PVC LATERAL V )0O OOOOC 00 0 0 O 0 �o ono l- 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 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 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 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 C TY OF RENTON Planning/Building/Public Works Dept, a Q STATE OF WASHINGTO E S E E LAN C C ECT JEFF M. VA LEY CERTIFICATE No. 774 R-3927- 21 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: DATE: THE PINES 12.23.16 LANDSCAPE PLAN (IRRIGATION) - AS -BUIL T PAGDBOOK: DRAWING NO: 850 & 870 MONROE AVENUE NE RENTON, WASHINGTON 98056 SHEET: L-4OF:5 W M H H W I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) .;0 ree rotection Area ce is Attach sign to past with two 5/16 galvanized lag bolts with washers n your care. Alteration or law. SW 7/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. THE PINES k5" to grade ,r GREEN BACKGROUND SIMILAR TO REST OF SIGN BACKGROUND EVERGREEN TREES IN PROFILE PAINTED BLACK c Pre-printed metal sirs 8.5 x 11 or 11 x 17 a determined by the city '-xdrr pressure -treated post set ' into hole FREE --STANDING TREE PROTEC-TIOI`I SIGN EOR USE WHERE SPLIT -RAIL FENCE NOT REQUIRED 2 1 AS -BUILT RELEASE 1 1 WATER SERVICE IN TRACT D NO. REVISION C r LANDSCAPE NOTES 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES, LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT, THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT, B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 13. TREES SHALL BE STAKED WITH 2" DIAMETER LODGEPOLE PINE STAKES, OR APPROVED SIMILAR. REMOVE STAKES AFTER 1 YEAR ISE Sensitive Area Signs Per City of Rent Standards SPLIT -RAIL FENCE WITH SENSITIVE AREA SIGNS Chamber Top of Post 45 Degrees To A Depth of 1" On All Four Sides Attach Pre -Printed Metal Sign To Post With Two 5/8" Dia. Galvanized Carriage Bolts )TECTION SIGN. SIL ABOVE � Q STATE OF WASHINGTO E S E E LAN C C ECT JEFF M. VA LEY CERTIFICATE No. 774 R-3927-22 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SURVEYED: SCALE: DATE: VERTICAHORIZONTALLY NAD 1983NAVD /11991 �► THE PINES 12.2 3.16 DESIGNED: AS NOTED �� � CITY 0 � JMV LANDSCAPE PLAN - AS-BU/L T PAGDBOOK: DRAWN: RENT 0 N JMV 5.26.18 JMV JMv DRAWING NO: ONE INCH D A TU M JMV 1.6.18 1 JMV cHEGKEDJMIF NOT ONE INCH V AT FULL SCALE Planning/Building/Public Works Dept. 850 & 870 MON ROE AVENUE NE BY DATE AP P R APPROVED:V SCALE ACCORDINGLY R E N T O N, WASHINGTON 98056 SHEET: F: L -5D 5 N 0) Ln 0 0 W WE P H H U� W z W