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HomeMy WebLinkAboutzR-4094setQ CIVIL CONSTRUCTION PERMIT SW I /4, NE I/4, SEC. 3I, TWP. 23 N., RGE. 5 E, W.M.M. Q OFF/CE REMODEL o P AP AP AP A A A kin A CITY OF RENTON. WASHINGTON RECORD DRA WINGS LEGAL DESCRIPTION SHEETINDEX 04 THE SOUP/ 5.5 ACRES OF THE NORTH 25.5 ACRES OF THAT PORT/ON OF G'/VIL; LU FOUND 0THE SOUP/ HALF OF HE C1.01 COVER SHEET AND HORIZONTAL CONTROL PLAN CONCRETE WITH BRASS PIN IN H IN NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 CASE (RENT 229NC HELD i EAST, WM, IN KING COUNTY, C1.02 EXISTING CONDITIONS Z FOR ROTATION) WASHINGTON, LYING EASTERLY OF THE SPRINGSROOK ROAD AND LYING C1.03 SITE AND COMPOSITE UTILITY PLAN Q SOUTHERL Y OF THE CARR ROAD; EXCEPT THAT PORT/ON L YING EA5TERL Y OF A L/NE DESCRIBED AS C2 01 TEMPORARY EROSION AND SEDIMENTA TION CONTROL PLAN FOLLOWS.• C2.31 TESC NOTES AND DETAILS Q I i BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 31; C3.O1 ROAD AND GRADING PLAN ` z r w HENCE ALONG THE EAST LINE OF SAID SECTION NORTH 17513" EAST A C.3 02 GRADING DETAIL 3 v m DISTANCE OF 659.00 FEET, C.3 J1 ROAD AND GRADING DETAILS Z THENCE ALONG THE NORTH LINE OF SAID 5.5 ACRES NORTH 890028" C4 01 UTILITY PLAN I m WEST A DISTANCE OF 667.65 FEET TO C4.31 UTILITY DETAILS O ! I HE WEST LINE OF A GRA VEL PIT, 305�9�� 55 THENCE CONTINUING NORTH 890028" WEST 481.00 FEET TO THE TRUE C4.32 UTILITY DETAILS TPN. TP g0R� S 9g0 D�SCR/BEDINT OF BL/NE,N/NG OF SAID Z HENCE SOUTH 02170" WEST 181.16 FEET TO THE SOUTH LINE OF SAID PERM/T NUMBER co N 9015 "W-444-1-75L. 5.5 ACRES AND THE TERM/NUS OF CIVIL CONSTRUCTION- C19005266 Q FOUND 0.5" BRASS PIN IN-?- z -- -- - SAID DESCRIBED LINE. CONCRETE WITH PUNCH IN d \ h OWNER APPL/CANT NOTES CASE DOWN 0.5Tx I � / � �h � I ' TODD AND POLL Y GARDNERt ^CONTACT TODD GARDNER�+J 1ALL TITLE INFORMATION SHOWN/ ON P/lS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE r � `� 3s sTf 425 226-7920 LSTE '2a>Hr( i INSURANCE COMPANY GUARANTEE NUMBER 0140333-16 DATED DECEMBER 11, 2018. IN s 35-9 69 < Qo J PNER PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH Z a y 3 PL N / SITE L, 12 TALBOT R ENG/NEER/SURVEYOR NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURI/EYED J w y a Q 98055 PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY HE REFERENCED SW 41S ST cn CORE DESIGN INC. CHICAGO TITLE COMPANY GUARANTEE. CORE DESIGN, INC. HAS RELIED WHOLL Y ON CHICAGO o a- ,g( O p I p 312305 E� 12100 NE 195TH ST SUITE TITLE COMPANYS REPRESENTATIONS OF THE TITLES COND/7ON TO PREPARE HIS SURVEY SE CARR RD �NN,R TH ST BOHELL, WASHINGTON 98011 AND THEREFORE CORE DESIGN, INC. NUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO S' J \� o Y (425 885-7877 THAT EXTENT. CONTACT ROBERT D. WEST, P.L.S. - SURVEYOR S 45TH PL W I Q / SHERI H. MURA TA, P.E. - ENG/NEER 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EX/STING ON �P N S 47TH ST DECEMBER 7, 2018. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR �P s 48TH ST o THIS PROJECT IN DECEMBER, 2018. m FOUND 0.5" BRASS PIN IN SITE /IVFORMA T/OlV S'87TH ST y Uj �nKiC PP-TF WITH PUNCH IN CASE i_ �iq°or?o"w 69� - 3. PROPERTY AREA = 26,294E SQUARE FEET (0.6036i ACRES). 43 SENT 1227 HELD J �Lj S 51ST ST N a FOUND 4X4 CONCRETE ddoc ITION, EL:154.74)fE / �6 PARCEL N0. 3123059069 MONUMENT WITH 2" BRASS DISC S MUI4I�TH 2" BRASS DISC 4. CONTOUR INTERVAL = 2 FEET. s 190TH STLL o Z WITH X IN CASE DOWN 0.36' WITH X IN CASE DOWN 0.97' S 53RD PL FOUND REBAR 26.6' 90154"W 146.16 ADDRESS' 4512 TALBOT RD W OF PROPERTY 05�90 ON �LC 5. ELEVATION AND/OR CONTOUR INFORMATION SHOWN HEREON /S GENERATED FROM D/RECT S 192ND ST O CORNER 3123 ,RENT F/ELD OBSERVATION. SAID INFORMATION MEETS US NATIONAL MAPPING STANDARDS AND lS S 192ND ST SE 19211D sr o THER�Y INN PROPERTY AREA: 26,294 SF (0.60 ACC ACCURATE TO WITHIN ONE-HALF THE CONTOUR INTERVAL. ° WEPT EXIST/NG ZONING- CO 6. BOUNDARY INFORMATION SHOWN HEREON /S FROM PLAT OF ONE VALLEY PLACE, RECORDED VICINITY MAP SEISMIC DESIGN CA TEGORY D2 /N VOLUME 125, PAGE 10, KING COUNTY, WASHINGTON, AND MAP NUMBER 301-13 1 " = 2, 000'f SPRINGBROOK ROAD, RECORDED IN COUNCILS RECORD VOLUME 23,, PAGE 1626. TOPOGRAPHIC 'SV� TVgN RAL DESIGN CRITERIA.' 2015 /BC CH. 1609, ASCE 7-10 CH. - 2630 INFORMATION SHOWN HEREON /S RELATED TO THE BOUNDARY BY DIRECT FIELD OBSERVATION I IBC DESIGNATION OF OCCUPANCY GROUP. FROM CONTROLLING MONUMENTATION. GROUP B 7. THIS /S A COMBINED FIELD TRAVERSE AND GNSS SURVEY. A THREE SECOND COMBINED EL EC l MEASURE HE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN OTHE CONTROLLING T 0 PROJECT NO, i 8242 HORIZONTAL CONTROL DIAGRAM. MONUMENTA TION AS SHOWN. CL OSURE RA TIOS OF THE TRA VERSE MET OR EXCEEDED THOSE t glnErco Q0 1 „ - 50' DA TUM SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE -'oF WAsy�9 11000 MAINTA/NED IN ADJUSTMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS. :�P `0. CIVIL ENGINEERING 8. UTILITIES OTHER THAN HOSE SHOWN MAY EXIST ON THIS SITE. ONL Y THOSE UTILITIES WITH LANDSCAPE ARCHITECTURE OR/G/NA TING BENCHMARKEVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR AS MARKED BY 811 OR '0 'p:GA11846 �� PLANNING 0HER UTILITYLOCATING PROVIDERS ARE SHOWN HEREON. UNDERGROUND UTILITY Fss/ONAL EN�'\� DESIGN SURVEYING FOUND MONUMENT IN TALBOT RD S SHOWN HEREON. RENT1227 EL: 154.74 LOCATIONS SHOWN ARE APPROX/MATE ONL Y. UNDERGROUND CONNECTIONS ARE SHOWN AS TZ-5TRA/6HT LINES BETWEEN SURFACE EVIDENCE OF UT/L/TY LOCATIONS BUT MAY CONTAIN 11-�f-ZI 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY m HA VE BEEN TAKEN FROM PUBLIC RECORDS. CLIENT UNDERSTANDS THA T CORE DESIGN UT/LITYCOINTACTS BASIS OF BEARINGS ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR PAINTED UTILITY IN COMPLIANCE WITH CITY OF RENTON STANDARDS LOCATIONS. ELECTRICITY/NATURAL GAS.' SEWER/WATER N050823E BETWEEN CITY OF RENTON MONUMENTS RENT 1227 AND PUGET SOUND ENERGY CITY OF RENTON RENT 1229 P 0 BOX 97034 1055 S GRADY WA Y W SELLEVUE, WASHINGTON 98009 RENTON, WA 98057 1-800-321-7890 425-430-7234 1� p -4 0 94 01 CABLE.• T 14870 NE 95TH STREET RECORD DRA WING 4870 REDMOND, WASHINGTON 98052 SURVEYED: SCALE: DATE: QRDW VERTICAL, NAVD 1988OCT SHY HORIZONTAL NAD 1983/1991 CITY OF TITLE SHEET/HORIZONTAL AND FIELDBOOK:2021 1-CJ77-824-2288 Q�s PAGE lc� DESIGNED: TE SUPERVISOR I D�WN SES RENTON VERTICAL CONTROL SHEET DRAWING NO: SC SU SOR ONE INCH DATUM CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. Cl. Ol IF NOT ONE INCH ' NO. REVISION BY DATE APPR APPROVED: SHM SCALE ACCORDINGLY SHEET. ' OF: 11 LEGEND 0 ® FOUND MONUMENT, AS NOTED O FOUND PROPERTY CORNER, AS NOTED O SEWER MANHOLE ❑❑ CATCH BASIN TYPE I 0 CATCH BASIN TYPE II O YARD DRAIN ® WATER METER 3D FIRE HYDRANT IRRIGATION METER ® IRRIGATION VALVE UTILITY POLE (- GUY ANCHOR ® POWER METER ® COMMUNICATION PEDESTAL JUNCTION BOX YARD LIGHT SIGN, AS NOTED mcfi ROCKERY CONIFEROUS TREE 0 DECIDUOUS TREE Q' PINE MAPLE DECIDUOUS FVC FACE VERTICAL CURB D/W DRIVEWAY WCR WHEELCHAIR RAMP _SS SEWER PIPE -SO DRAINAGE PIPE -W WATER PIPE -G GAS LINE -OHP OVERHEAD POWER -cm UNDERGROUND COMMUNICATIONS -P UNDERGROUND POWER - X FENCE LINE I I I FOUND 4X4 CONCRETE MONUMENT WITH 2" BRASS DISC WITH X IN CASE DOWN 0.36' I FOUND 0.5" BRASS PIN INJ ' CONCRETE WITH PUNCH IN j CASE (RENT 1229, HELD FOR ROTATION) I I I I I I I I IIz o ° Iw I Io I I N / IQ d d I M05 /I a 3�r v� o I 0 CB 8073 TYPE I Ld RIM EL=148.80 c� S,12"CMP(S)IE=145.45 CB 8032 TYPE I °� I0018"CONC(N)IE=145.40 RIM EL=148.75 I Uo' / 6"CONC(S)IE=146.50 i z I CB Asn79 TYPE I I ° wi RIM EL=148.60 / 0 4"PVC(S)IE=146.59 / ? 4"PVC(W)IE=146.53 / ° I a 4.4 FOUND 0.5" BRASS PIN IN 30 00- CONCRETE WITH PUNCH IN 0.57' 0 I � � I I I I I, 1= I i � 15� I NO3 I I I I I c� I II ? I s I 3 I I I c ~ II 0 I 3 00 J I I �I 3 I I I I I c� I 1 I I V 13 it I I I I ' I I FOUND 0.5" BRASS PIN IN I CONCRETE WITH PUNCH IN CASE I DOWN 1.02' (RENT 1227 HELD S 45TH PL FOR POSITION, EL:154.74) N89'01'20"W 691.43 FOUND 4X4 CONCRETE MONUMENT WITH 2" BRASS DISC c, 7' _ �S6 3 fS OCH HP P I c� 3 �1 I ? SSMH 18074 9010 T? ' TA qoT 98055 R 0 TP�gO BUILDING q.q.3 CB 8146 TYPE I / RIM EL=156.68 4"PVC(NE)IE=155.45 6"CPEP(E)IE=154.77,. N ( 4"CPEP(N)IE=154.70 4"CPEP(N)IE=154.55 12"CMP(S)IE=154.53 VBF N89 `0154 "W �410 0'1 X N89'01'54"W 144.10,,,-" - TVC11�- h o � DECK WITH STAIRS N RIM EL=150.37 /4 PER ASBUILTS p/W I 8' PVC(S)IE=145.17 I / /8"PVC(W)IE=139.02 / I SDMH I8147, TYPE II 12"PVC(S)IE=138.72 I I RIM EL=157.10 ONE STORY -WOOD 12"PVC(N)IE=138.62 i 36"CMP(S)IE=151.70 I FRAMED BUILDING j o o � U / SIGN FOR "S�VANSON <ING ... • .GARDNER ATTORNEY ,� I d° TPN: 312305-9069 ° AT LAW" N I ° T. GARDNER Q• BRICK COLUM�N 4512 T 8LOB05 RD S SDMH 8148 TYPE II RIM EL=158.93 PER ASBUILT� I 36"CMP N IE=151.48 s PIPE W BLOCKED s 12' CMP(W)IE=151.28 r N CB YPE I I \ RIM EL=152T�.74r�� i I 8 CMP(E)IE=151.24c� 8"CMP(W)IE=151.16 V 10' ROADWAY & 210.17 J I UTILITIES EASEMENT REC. NO. 8610311897 / I. rim I \ h � I / BUILDING OVERHANG YET- �....\.... I i N a zort-orn w I.. ...... - I TREE DRIPLINE (TYP.) /.• '' I • '.Qyti1 Q'1g X II P' �,.• Q � � ., `. SECURITY d 1 BUILDING CAMERA IN USE NG OVERHANG ' I 1 STREET SIGN,T-7-----6.26 I-- ------_--- ----------------------------- - - - - - - - - - - i......•...~NO PARKING i -- N I \ D/W / - - - - - - - - - �- - - - - - - - - i - L...,.. \---- ---- I ° I I O---------- OHP OHP 0 P N89'01'54"W 146.16-OHP HP 0HP- 30.00 I S LINE OF THE S 5.5 ACRES OF THE N 25.5 ACRES OF THAT U FOUND REBAR 26.6' _ PORTION OF THE S HALF OF THE NE QUARTER OF SEC 31-23-5 W OF PROPERTY CORNER e'TR� NO. RIM EL=156.16 4"PVC(E)IE=154.79 12"PVC(S)IE=154.17 12"CMP(N)IE=154.11 RIM EL=156.76 12"PVC(S)IE=146.21 12"PVC(N)IE=146.06 20' ROADWAY EASEMENT REC. NO. 5973181 :_ 2 312305/ NTON CLC P�HERLY INN,RE WE 9 9094 ACC 312305REN�CN WEP NE LY 1NN� 10' ELECTRIC LINE EASEMENT REC. NO. 6023496 VERTICAL DATUM NAVD88 ORIGINATING BENCHMARK FOUND MONUMENT IN TALBOT RD S SHOWN HEREON. RENT1227 EL: 154.74 BASIS OF BEARINGS N05°08'23"E BETWEEN CITY OF RENTON MONUMENTS RENT 1227 AND RENT 1229 REFERENCES 1. PLAT OF ONE VALLEY PLACE, RECORDED IN VOLUME 125, PAGE 10, KING COUNTY, WASHINGTON. 2. MAP NUMBER 301-13 SPRINGBROOK ROAD, RECORDED IN COUNCIL'S RECORD VOLUME 23, PAGE 1626. LEGAL DESCRIPTION THE SOUTH 5.5 ACRES OF THE NORTH 25.5 ACRES OF THAT PORTION OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE SPRINGBROOK ROAD AND LYING SOUTHERLY OF THE CARR ROAD; EXCEPT THAT PORTION LYING EASTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 31; THENCE ALONG THE EAST LINE OF SAID SECTION NORTH 1'15'13" EAST A DISTANCE OF 659.00 FEET; THENCE ALONG THE NORTH LINE OF SAID 5.5 ACRES NORTH 89'00'28" WEST A DISTANCE OF 667.65 FEET TO THE WEST LINE OF A GRAVEL PIT; THENCE CONTINUING NORTH 89'00'28" WEST 481.00 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE; THENCE SOUTH 0*2110" WEST 181.16 FEET TO THE SOUTH LINE OF SAID 5.5 ACRES AND THE TERMINUS OF SAID DESCRIBED LINE. RESTRICTIONS 1. THIS SITE IS SUBJECT TO A ROADWAY EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 5973181. (SHOWN HEREON) 2. THIS SITE IS SUBJECT TO AN ELECTRIC LINE EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 6023496. (SHOWN HEREON) 3. THIS SITE IS SUBJECT TO A ROADWAY AND PUBLIC UTILITIES EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8610311891. (SHOWN HEREON) NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY GUARANTEE NUMBER 0140333-16 DATED DECEMBER 11, 2018. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED CHICAGO TITLE COMPANY GUARANTEE. CORE DESIGN, INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON DECEMBER 7, 2018. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN DECEMBER, 2018. 3. PROPERTY AREA = 26,294t SQUARE FEET (0.6036t ACRES). 4. CONTOUR INTERVAL = 2 FEET. 5. ELEVATION AND/OR CONTOUR INFORMATION SHOWN HEREON IS GENERATED FROM DIRECT FIELD OBSERVATION. SAID INFORMATION MEETS US NATIONAL MAPPING STANDARDS AND IS ACCURATE TO WITHIN ONE-HALF THE CONTOUR INTERVAL. 6. BOUNDARY INFORMATION SHOWN HEREON IS FROM PLAT OF ONE VALLEY PLACE, RECORDED IN VOLUME 125, PAGE 10, KING COUNTY, WASHINGTON, AND MAP NUMBER 301-13 SPRINGBROOK ROAD, RECORDED IN COUNCIL'S RECORD VOLUME 23, PAGE 1626. TOPOGRAPHIC INFORMATION SHOWN HEREON IS RELATED TO THE BOUNDARY BY DIRECT FIELD OBSERVATION FROM CONTROLLING MONUMENTATION. 7. THIS IS A COMBINED FIELD TRAVERSE AND GNSS SURVEY. A THREE SECOND COMBINED ELECTRONIC TOTAL STATION AND GNSS UNIT WITH WSRN CORRECTIONS WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 8. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR AS MARKED BY 811 OR OTHER UTILITY LOCATING PROVIDERS ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE EVIDENCE OF UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CLIENT UNDERSTANDS THAT CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR PAINTED UTILITY LOCATIONS. RECORD DRA�1lJ61/G SURVEYED: RDW SCALE` DESIGNED: DRAWN: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: SHY AP P R APPROVED: SHY VERnCAL: NAVD 19M HORIZONTAL: NAD 1983/1991 DATU M T NO. 18242 CIVIL ENGINEERING Pi LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 4-1-19 IN COMPLIANCE WITH CITY OF RENTON STANDARDS • CITY OF (5R) RENTON Nknor BOUNDARY AND TOPOGRAPHIC SHEET Planning/Building/Public Works Dept. OCT 2021 PAGE: Cl. 02 SHEET: 2 OF: 11 0 9 I I / d d I Q I m / I I � o CB 8073 TYPE I I °d RIM EL=148.80 6 12"CMP(S)IE=145.45 CB 8032 TYPE I °� 18"CONC(N)IE=145.40 RIM EL- 48.75 6"CONC(S)IE=146.50 i z ° I CB 8072 TYPE I RIM EL=148.60 / 0 4"PVC(S)IE=146.59 e. ? 4"PVC(W)IE-146.53 T/E INTO EXISTING a S/D-WA LK ° I Q PROPOSED EXTRUDED REPLACE ASPHAL T AND 's i CONCRETE TRAFFIC CURB TRANSITION TO THE - EXISTING DRIVEWAY PROPOSED OR/VEWA Y CB 8146 TYPE / RIM EL=156.68 4"PVC(NE)IE=155.45 / 6"CPEP(E)IE=154.77,.' l 4"CPEP(N)IE=154.70 4"CPEP(N)IE=154.55 12"CMP(S)IE=154.53 " N8910154 "W 14�0 �' X APPROACH o d ssMH 74 I o i REMOVE EXISTING ASPHALT AND CONCRETE I� O � - W. POSED i - INDING ' EXISTING SIDEWALK o EX/STING ROW TREES TO REMAIN W= I � cn i I " l �s4 �I cn I �I I, O � I I r� I I 0 OHP P �RIM F� 50.37 11 / 8 PV N IE=145.17 8"PVC(W IE=139.02 PROPOSED EXTRUDED SDMH 8147 TYPE a 12"PVC( )IE=138.72 CONCRETE TRAFFIC CURB RIM EL=157.10 12"PVC( )IE=138.62 36"CMP(S)IE=151.70 0 EXISTING DOMESTIC I METER, IRRIGA NON \ METER AND FIRE n • HYDRANT TO REMAIN " EXISTING d PARKING LOT PROPOSED I SDMH 8148, TYPE II �N LANDING RIM EL=158.93 36"CMP(N)IE=151.48 • sD I ^ 12"CMP(W)IE=151.28 d. PROPOSED CB 8095 TYPE I , / RIM EL=152.74 - 5 SIDEWALK 8"CMP(E)IE=151.2 8"CMP(W)IE=151.' I d d J PROPOSED i EXSI TING OFFICE L c! ' a j TPN: 312305-9069 °° T. GARDNER 4512 TALBOT RD S 98055 El �. a EXTERIOR d, SEATING Er 8' SIDEWALK I / PEDESTRIAN \ 77 - PATH ) 10' ROADWA Y AND UTILITIES EASEMENT REC. N0. 8610JI1897 d J a PROPOSED REFUSE �.. "I'..... PROPOSED -`y AND RECYCLE s OFFICE ADDITION / PROPOSED FF 16J 0 STORM SPLASH II Q BLOCK V ^n� o �9.. PERFORATED PIPE ,�� CONNECT/ON EX/STING TREE f1 TO BE RETAINED-Ll - I / 16J - sa164 --..------- - =� - - - 166 -- - - - - 10' LANDSCAPE a.• BUFFER - - - _ EXIS77NG TREES TO _ BE REMOIfD (TYP) _- OHP OHP G' OH OHP HP a ----- - - N8 190 4' 146.16 - - S h ^� a. � �G G G G� a 0 CB 8091 TYPE I � W h � �6 G -G RIM EL=156.16 W RD= o� 4"PVC(E)IE=154.79 _ FD 12"PVC(S)IE=154.17 3 V W p 2"CMP(N)IE=154.11 Q _ W O � al `SSMH 8213 Z a 'RIM EL=156.76 p Ci 12"PVC(S)IE=146.21 12"PVC(N)IE-146.06 W WEA o d. SPLASH BLOCK - Cs L SS� EXIST/NG ROCKERY TO REMA/N O � e� 0 ss- �' I PROPOSED ROCKERY PER NELSON GEOTECHNICAL II I/ I 3 - --- � 4" FIRE L/NE (INSTALLED BY WEA THERL Y INNS NO. I REVISION FD THERL Y/NN 0 G c G / C SS F RD RD D FD FD � I SCALE: 1" = 20' 0 10 20 40 (VOTE REQUIRED STORM BMPS 877 SF PROVIDED 1, 400 SF110010 PROJECT NO. 18242 `t gIDEKO •,�' . •OF ' IYAS,y� 0. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE A'•. ,p alaas o '�. PLANNING �o,:•FcrsTEg�:•�`� DESIGN SURVEYING FSS�ONAL ENS\ 11-Lf-ZI 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W-409401 -4 RECORD D94R SURVEYED: SCALE: DATE: ROW VERTICAL• NAVE) 1988 • CITY 0 F OCT 2021 HORIZONTAL- NAD 1983/1991 DESIGNED: SHM FlELDBOOK: DRAWN: ES SONE INCH DATUM R E N TO N PqG� SITE AND COMPOSITE' UTILITY PLAN DRAWING NO: J CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. Cl. 0`J IF NOT ONE INCH BY DATE APPR APPROVED: Sh/I/ SCALE ACCORDINGLY SHEET: 3 OF: 11 9 I RIM EL=148.75 ' ONC(S)IE=146.50 a 0 6*57. 29 .94' L T BEGIN S/D WALK REMOVAL a G it FOUND 0.5" BRASS PIN IN \_ CONCRETE WITH PUNCH IN CASE DOWN 0.57'' / d \�O a USE EXISTING DRIVEWA Y AS A CONSTRUCTION DRIVEWA Y d � I� I 0 0' I 10 �F CA TCH BASIN INSERT PER - CO. R. STD PLAN 216. 30 THIS SHEET I II —I— I I FOUND 0.5" BRASS PIN IN CONCRETE WITH PUNCH IN CASE DOWN 1.02' (RENT 1227 HELD FOR POSITION, EL:154.74) FOUND 4X4 CONCRETE MONUMENT WITH 2" BRASS DISC WITH X IN CASE DOWNL.o._;' 8f35.35, 20.75' L T END SIDEWALK REMOVAL 1 1 EXISTING ROW TREES TO BE REMAIN 0 RIM EL=148.80 12"CMP(S)IE=145.45 18"CONC(N)IE=145.40 RIM EL=148.60 4"PVC(S)IE=146.59 4"PVC(W)IE=146.53 SI �. G R RIM EL-156.16 4"PVC(E)IE=154.79 12"PVC(S)IE=154.17 12"CMP(N)IE=154.11 RIM EL=156.76 12"PVC(S)IE=146.21 12"PVC(N)IE=146.0E m RIM EL=156.68 4"PVC(NE)IE=155.45 6"CPEP(E)IE=154.77 ,. 4"CPEP(N)IE=154.70 LV I\Vf1V IY/11 Ll1JLIVI LIV I REC. NO. 5973181 901 0 TPN' TP B0� 230 �S 980g5 cF oT R0 4430 vAu SILT FENCE PER C.O.R. STD PLAN 214.00 THIS SHEET EXISTING ROCKERY TO REMAIN EXISTING BUILDING TO REMAIN 9094 312305 NTON ��c 1PN� Y INN,RE \V\�OcR� ROCKERY TO BE RECONSTRUCED DISTURBED AREA 11, 4.36 SF (0.26 ACC 10' ELECTRIC LINE EASEMENT REC. NO. 6023496 SURVEYED: RDW SCALE: DESIGNED: SHM DRAWN: SES ONE INCH CHECKED: SHM AT FULL SCALE IF NOT ONE INCH REVISION BY DATE i AP P R APPROVED: SHI/ SCALE ACCORDINGLY SCALE: 1" = 20' 0 10 20 40 PROJECT NO. 18242 `t gIDEKO .•OF'IYA1y�,''9�, CIVIL ENGINEERING e;W l�•(, LANDSCAPE ARCHITECTURE A'•. � 41846 o '� PLANNING �o.�•Fc�STEg�:•`� DESIGN SURVEYING FSS�ONAL ENS\ 11-4-12I 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-409404 RECORD DRAWING VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF (5R) RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS OCT 2021 TEMPORARY EROSION AND PAGE___ SEDIMENT CONTROL PLAN DRAWING NO: C2.01 SHEET. 4 OF: 11 00049 96yelope o 7AA638878 EROSION AND:ISEDIMENT (CONTROL (ESC) STANDARD PLAN NOTES., THF_FOLLQWING 3S A LISTING OF GENERALNOTES THAT SHALLBE WCORPORATED IN THEER9SION1ANd S 1MEN�IG4$17fLi9'L,I y_PL`!>.F%` EY= LTIiE B 4N'3liE L1STiMAY, W PERTAIN Yo ELDER PF30JEOs,; CHE AP$Lir iTi3RgVrt R, IiER®Y REPERRE -70AS A+APl1CAIiT M :s^+TRk oL1 IRRETEiiAN7 IJOTES`IF i APPIKMLETO-THE;PjWdECT,' HOWEVER] THEAPFLICAWSHAL4 NOT 904UWER NOR-ED4TTHE REMAINING NOTES'.. IF, ADDMONAT NOTES ARENEEDED TOR SPECIFIC h iREFERREDT0t15TH6GlM1Y,:THEi{BP11GA�.,. T'TH{E,:OCCUR$1APRE-CONSTRUCTIONM1tEETINC+_$HALL'BEHELDAM�l�a-TKg�PT:T1F'RENTONHEHEH'•' -. CONTRACTOR(. - - z jK. A_PP pANTIsAESeQNSFWFOROBT9WNe TFiE A$HINGT +5rarlR. l?ARTM-Et+f l7F€CULGlrY�E00iu0�3 Li3pF[STffG T1�NSTbR�AYvRT, GEK F,'ERM6T; �R IT IS REQUIRED THE PRCJE[�' THRAE�1-fL''14[J[,SHA4L RROVIDEi-TFIE C!'Rf:C�RIES CIF'1�'� M�N7+T�FdI �{ER'�R7� PRD�/i©EDT E 1;�1GY�. 4, "TIiEESO P-IJiF!'`SEI`',tl7A«.i''-9 S3E{ k9 � C1101'17SE47EItMJ¢EUErAIt;ING TH€ ORPEREV S''Y$P$tHA1'':.SF1AY'BE,FOLLOW£CiFRfIM.CON$71tUCIFEON'. ME 'TT _.__ _ --! . FTJL_F 4L ISROJECI ESC REQ IREE►1T$, 'TjfE �O�/NDARIIES (1F TIfE;C ARIA, f�M17i&,,�ENSIT:Jy� -AREAs AND THEIR BUFFERS AND AREAS � VEC`,ETATION.,I'RE5ERVATjgNANO �iEE RETEtTTigN-Yc�, . CONSTRUCTION, T`IfHE SAQ1NN"-1DF CQNSTRUCTIQN ANDAI MAINTAINED FORTHEDIPRATIIQN'OF THE -PRO. gn ,ADDYTYOfiAL MYTI k�fd��W,FiEE4A!$YS'f _t-1M_A$Ff PAL%$LAY"13E..BUDIR€Bi6El75URE TNAL1,FA1<.iAREA$fIRE KEPT OLEAI� J�LD TR]CCIS-bTJ_T, T'O-}ice 127G}i .l YpISE :NOTdO;; FORTHE: i�25NZIE7'FIE PRbJECT IF SE'¢I_MENTIS:TR-.¢CK YOf,P'BiTE UAL ROAMISHALL. �MECD_THDROUGHLV ATTEEQ FEACH DAY 43RUME FREGiENT1Y=DU WEATHER, AS NECESSARY ITCYPREVA1T PEDIMENT OMNTERI& .: WATERS OF.iF{E $7pL7E R. WASHOUT FROM CON CRE*1ftUGKB SHALL BE PERFORMED OFF -SITE OR IN NOT WASH OUT CONCRFfE `TPUO OUT AREAS. GROUNIT QPL' T6 STORM DRAINS OR OPEN - � �OfOR CONSTRUCTION rO:PREVENT` TRICNSPDI?TATdf)Il1 D BITCHES ON-SJTE OUMPIWGOF EXOE$S GOCIICRERIE $HALLION11YOCCUR IN DESIGNATED CONCRETE] I�*I .ALL REQUIRED ESCBWi9r&_�,K CONSTRUCTED AND IN OPERATIO PRIOR TO , �IH�TMETOHAT$LEARINNWATER, A WOR CONSTR UCTION•IS COMPLETE AND POTENTIAL FOR ON-SIft EROSIONMAS PASSED, ALLA_SC 13MR SHALL bENREMOV MOVED DRmNAGESYSTFAtS_ANDADJACENTPROPER'OES_`ALILESf'. iV& ALLBEMAIN'TNNEDIN ESC BMPS SHALL BE REMOVED AFTER': CONSTRUCTION M COMPLETED AND THE SITE HAS: BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE 'EROSION GOES NOT EXt-STITH49IMF I_.:EMENiATIONL: 'MAINTENANCE. REPLACEMENT: ENHANCEMENT AND REMOVAL OFiESC BMP55HALLIBE THE RESPONSIBILITY OF. THE APPLICANT.:. 8L, ANY.t1AZARDOUS MATERIALS: ORTJOUID:PRODUCTS THAT HAVE THE POTENTIALTO3ULLUTE RUNOFF _SHALL-B€DISPOS@D OF;PROPEREY', 0— ` ESC BMPjDEPICTED ONl THIS DRAWING -AR �SgN_ED T0,B-IMINIMUM A UVREM�NT TOM —TA OIIP_A7�E SITE 0 MONS, ACN_$T1W_ TM ?ROGRESSES AND TINEXPECTE0 6R SFASONAL CONDMONS-DICTAT'I=.THE APPLICANT,BHAA�LL ANTICIP�TETH 7AR)RE ESO BMPS WT"E:NECESSARYTO ENSURE' ipOMPLET€SILTATIONCONTROL.ONTHEPROPOSED$I:FE IgURWG.�FtE;C0IJRSE6K,GONSTRVCYJON IFT$HAt BP'`IHF, 0841GATION AND(jyESP,ON9181LY #YHE APPLICANT TO ADDRESS' ANY NEW CONDITIONSTHAT MAYiEE'CREATED.SY-'TFti:'-A (TIES AND TO PROM[)E'ADDITIONAL ESC BMPS,0VERAND'A80VEMtNMAUMi REQUIREMENTS;,A3, MAYBE NEEDEDITQPROTECTADJACENTPRQFERTIESAND,WATER QUALITY Of THEAECI IV1NG DRAINAGE:SYS_TEM. ?IDI ,A WOVA LOP TIiIS PLAN IS FOR ESC ONLR IT DOESrNOTCONSTRUTE W-APPRQVALaF, STORM DRAINAGE pEStGtV ISRE�NORLOCATIONOFPiPES'�IRESWCTORS. HANNIHE 4R_$TQRMWPLTER'FAOILiT : 1f ANY DEWATERRid SYSTEM NEGESSAkYfbFtTTitCOIN&rRIIG`ESON':OfSTSXi1wWATERFAmUnES SHALE'_'BE I D'fS)TfiE.CITYfiIR�RE1i1EYIdi9ND.`APPR(JS'LAf- n7" i4a`tAREAST� EstPk7$ELF�I�'Si IF1C1cUDfF� ROIIPWA�'E�ti%k�T pv�,[,NOT�'Ai�TDRSE6 FaR TVvO DAY56LFRi1vG''rH�h'vET SEASc�I'I�CTOBER;1�f 7'HROVG11.i4PWL'3OfH��iSEVEN I>A 13URINl3 THEL'il4 S�'1"Y'[STTFIROL°GfiYSEi,?TEMBER 30TIi)SHALE BE dMMECNATELi:STABiWTfD;yl,_�YH�driEAov.F� IESCC�(?, Y�Ji M�H4D$:♦,E L3 , ,4�ED1N�hl,Ill_I_:'LSF'1.�1Bfi4��j1lERlt/G'.U'ETSC � INFONFARMANCE WITF{ APPENDI}f [t�F TUIE {iENTON SWDFIL, WMESEA$QN�ESL'RreIDTHERWMApPRS>�1�11118TI 118 ANY A N. I I IATT _ NALESCG €B1S�'REQIJIR Hl44tIB€ADDRESSEI�J;1NfTHINSS�VEN 7y}�AYS_, N IS. APE.CTKIf1ANbMAILITENANCk S'SH/Ulf BE YN9PB. ,' UANL'i MA1HfAINED �{{Ti�A� MINMUMDF ONC �jt,,-h}ONTr1,lOR,1/VI?HIN 24 H011R$FOLLOWINGLA1$To__q*,IE_F1L':: SHRiL ACCTlR MOR6'FREgUENTLYAS REQLIRED BYTHE C1T"Y., 'IYS; : FORE_ COMMENCEMENT, OF ANY _CONSTRUC_TION_ LCTNIT�ATCH BASIN INSERTS PER THE CITY,WMDARD PLAN 216 3Q SHALL: BEPROVIDEDtFOR _STORM GRAIN {NLETSDOWNSLOPE AND WITHIN WQ FEET OEA`_D.ISTIRBEOOR�CONSTR..U-CTON RHER.`UNLESS7iiE RUNOF-FTHAT EFTER5714q 1NCE..FWILL B$:CONVEYED! TO ASEDIMENT POND OR TRAPALL CA CH BASINI INSERTS SHALL-8 IPERT CALLY INSPECTS D,ANIJ REPLACED AS NECESSARY To ENSURE FULLY FUNCP 6 CONDITION. N7 T MESHALL�3EUIME ACCUM ON EXC Q3�.3: ��C A-OF`TFiE TC AS SUMP rCA H$AS i^�A CDNVEYYAN� NE36HA CLEANED PRIOR TO PAVING THE CLE NING O RATIDMSFTAt4 NO .FLUSH SEDIMENTTUT6E W A E DOWNSTREAMS S M ATEB(NTOTH Y TE B, ANY PERMANENT STORMWATER FACILITY LOCATION �U$W�,ASA TEMPORARY SETTLINGISASIN SHALL BE DIFIEDWITHTHENECESSARYESCBMPSANDSHALLE PROVIDE ADEQUATE STORAGE -CAPACITY,--1F THE :T€MPORARY FACILITY IS TO: UL71MAALY:FUNCTION'AS AN INFILTRATION SYSTEM IN ITS PERMANENT S7ATE{ 7HE' 7EMP9RRRKfACfLITYISHAp6 9E ROUGH-GRADOSFiS"T-FfAY`,PHE SOT -TOM AND $1DES'YIAS-AT, LFAST, THREE FgE',T'A$OV@.iHE P1NALGRADEOF THE'PERMANENT' ,FRO JLTTy' -._._ - ,.- r - .. _.. - - -1_ ESIGN TED.ON fHE P'- SCONTAININGE J 7 S.TQRMW rf�RIF'�Gp, bNSITE MP AMFJiDE S01 IORE3E ON L�F E�'7 R A LNG' A f1E3.DTt.. B D LS AT%EM s l) L f _ +4 . � Nil �_4Ef�+�_ _ t( �C -BRACE-BE_CL'EARLY'FENCEQANTl PoiOIECTEQ'�8L[ifofrBC�BMRS.TOAS�R':i.9�f.@IMENTA'NQILYSND_CDMPA+GT[ONt@URNI<Ci IC4h1S38UGT'ION, OR,TO`TH BEGINNING OFF TH - `SEASON OCTOBERs ST ISTURS AREAS SHALL BE INS. `LiY O 9 L 8E 6 wE'I 1 -i44L HIGH N OR- Ro ,PRI � � i _.. I.. _ � Ep PED'� IGENTIF`r1w _ E$ -� soDok SEEDEDiPREPARATION fOt7AREASSHALLBE SKWINTERRAINS D157URBED ODDEDORSE E WITHIT iFWEEKOFTHE BEGINNING TSO N,WE` AN EXHIBIT OF TF105E AREA$, Tq, BESODDED OR SEEDED AND THOSE AREAS:, TO REMAIN UNCOVERED -SHALL BE SUBMITTED TO THE CITY fQRIREVIEW:' T M G 21 PRYOft:T4 FINALGONSYRUCTLONACC€FTANGE THE.PAD,lEGT SITE-SliALL$Ir.STABILIZED TO P13EYEN SEDIMENLLADFSY WATEEiFRO TEiE PH41kGT:51Tc ALESC BMSAB; REMOVS AND ST-OMWA-ON€Y(J-CE SYS7BFAOI1tBON-SITE BPSflJ-- - - - F 51{ALL-�8E{tE$'�R�D I_i�,'THEJR , UI.L.Y NCTTONINGCONp1TION.ALLDISTURBELl_'. EASOP-'TH�OJECFSITESHhLL'$E,. T DOR.OTHERWISROPETMAFi... ...STABILiFEj ATAWNIM.UFAx-- ., , hTIA'i' f: ' El H- � 641'LL B D A S L$ 50DD D A D Fi R L kJ LOP I� BUF EVE' $ INPrrinl Lr rta l�+ -._ _. C•151N :Fb131sREAS.tD BE LANaSCnpECI9EFORE.D.0T176E@.iST.. L3ADECi4'IATE X �RfS}YKDiR1G5�0.0,W•1W—O�f-Cf8EAL 05BANK STABR_3,AOW6_SiO��ALLFS_�€-AS1i�Er T2ETmaNG ROC�R1E) ��OAD CONSTR1CTEDTNAWORDANWw12NG�TDs: �l� ' D F '0rn5AOi PUBLIC WORKS EROSION AND SEDIMENT CONTROL DEPARTMENT STANDARD PLAN NOTES 5' : -1 Docn5ignEwelQ ID. 6EECr65"= 4VA-B436-A317JAA63887,& ti I]'., 'GDNDITIOIIS:�F 4F$F=• -11Rd. F!I,,ASTI6 COVERINY9 MAYBE USED ONDISTURBEDAREAS rTHA71 REd]1JIRE CiCAVER-M-FASURE3 FAMs3`TNAN3B DAYS, 'T.31. I- R PIiASTIDSHEETING MAY BE USEDT VER NEWL'YSEEDED FREAS ()CREATE AG �Frt- ARTK'41L'A_RLY i1SEFULFCR PROTECTING C147:AND � .AIASTIlu 1S P AREAS � CREATE A.GREEN EFFECT AND ENCOURAGE GRAS 7 IC FE ..((�FEJA� _ riclusE E _ 73$OGgLkI. r.GtEAR'IPIJt5TIG5HOULOlN®T:BE fISED:F FOR PURPOSE DURfNG-TH£$UMMER MONTH S "� _ � � ��� C+ S 1 T I T 4 H 51}u1E HODSHALL'NOT: E EO.UP L F EA& T MIGHT VERS -LY MP'AC Y VNO SVCH -REAS'IN LULTE - ERANQ B_xls s aP v_,M THA �_Iz_ _ ..._ A c ._ €_ UNSTABLE SLOPES Rq DESIGN AND INSTALLATION SPECIFICATKIN3, CAI I PLASTIC SHEETINQ SHOULD HAVE A MINIMUM twckNESS bF6:0&MILEIMEYER IIF-;EROSION-ATTFJETOEOF-Y SLOPE IS LIKELY,A•GRAVELBERM,9tIpRAPtDR-OTHER-Sli1TA86;EPROTEG77�lON.SHAk,L'BETTHE'TOE �TkPSL :IN R Ta OUGE:THE VELOCITY' RUNOFF FOR iX? ORDER - RE G T P_ A J �.� � N1�I OREQkP 9dEN .MAY BEUSEbTO-WEY H�PLASTC r1 ES A '6 iY. I ISEAMBBETSNEEN'S�1EE' SMIU -OVEiRLAsP.q MjNIMUMIDf_1INCHE3"1PlD�NEIG0-1TRE1'3�. �' B �.AI'fFIAR[f9,1 FzHK 'd`ORBLSNE MVS'LBEk&-,L ceDiANd OPENSEAMSREPAIRED_-: 9-.2LIIFTHE PLASTIC BEGINS -TO DETERIORATE DUETO ULT1AVOLET RADIATION ITIMUST_-BECfMPLETELY-REMOVE AND REP liAG EM 'MEN THE PLASTIC 1$ NO LONGERNEEDEQ IT SHALL -BE COMPLETELY. REMOVED UNLESs4�KHERWISENDTki?!GRAMHfldI51LQTTO::'�: "� I :I�-:: PUBLIC WORKS( RTi CfU,ER1wG" li DEPARTMENT � _.. .-- - rLhla.xrajaedn r- ANT TREE DR/PL/NE TREE PROTECT/ON FENCING NO SCALE ^" "/VT EXISTING TREE :4�- . 13oe115Lq" 5 v1 fapei0t 6EECF566-fi0ZA-4E4A.Ulg• '17�Wf,- 8 JOINTS IN FILTER'FABRIC-SHALL BE SLYCEO. AF POSTSi STAPLES„WIRE RINGS!`il EOUIVALBNT Ta_laTfACH FARITaJ p051'3 i4'. E'u ME0011,. NLTER FABRIC ,I L� 6 MA)t. - r T-SP - -' INCREASED -• POOKIP IREBACMISUBi 1 _4N4"MIN-;TREIgc : �I'I ' TO'�-lF'3dTRE @AC15fNG lS USEt21 d ! .� _BACKFILL THE NCH WITHNA7WS , OR V4" TO 1-112" WASHED GRAtlEC; 27XC WOOD POSTS STEECIFENICE POST 'OR•'E NALENT -... NO•#'ESf, 1. ;CDNDiT46NlS OF FiSE! T1`. !SILTFENCE USEDD • 0 OE ALL'IIISTTlR91�' OWN$C B PF! AREAS:( R. 12: ISiL7_:FENCE IS NOT:INTENDEDIT(A TREAT CONCENTRATED FLOWS NOR IS IT INTENDED TO TREAT$VBSiANTIAL ANIG?IJNTSS OF 4Y��LiIN���AN�(-1S��H�f'L EL059LM41SY� BE CONV£YF�TIHRO41CCH ITHE'DRAINAGF $YSTEM_ITQASEDIMEN7 TRAP OB.PAND_ 2,, DESIGNAND NSTA#3 10PISPECIPMA[IOft 2:1, THE GEOTEntE USED MUST MEET THIE STANDARD LSTERBELLOW. A COPY -OF THE MANUFACTURER'S FABRIC SP£CiF)CAI IONS MUSI,$EAVMLABLE ON SITE tA5T1� �l}F�1I' 30 1001SIEVE SIZE (0 0.0 Smm) FOR SILT FILM. ,gQ, 7p(1 SIFV P SnP {0.-;f Q�9_ISmmLFDR �OTJ-iEFi F96RICS T PE � TTt .- 0.6� SEC _ EMlx�'1' 180 LOS, MYN- FORF_XTRA STRENGTH FABRIC 100LES.M_IMyaR_SV DARO'5TRENGTH FABRIC_ S -- . __. GRAD ITE NS ILE ELONGATION!IASTM 1)4632) 3091.MA14:'{WOVEN ULTRAVIOLET RESISTANCE(ASTM044355) 70%10I14. O EXFRA TREND' FABRIC REQUIRES D PERFORMANCE WAR HTS A STRO G FTHE FENCE -,WIRE BACKING OR CLOSER POST:. SPACING MAYBE REQUIRED Z_ STANDARD, STRENGTH FABRIC REQUIRES WIRE BACKING 70 INCf{E E.TH -STRENGTH, F STREWTH A C IFN ER rENCE.. It (WHERE: THE FENCE i$i,INSTALLED THE SLOPE SHALLINOT BE STEEPER THAN 2H:1V 7YP -1 T �, T 4 H Y .A IPA ICAO S L FENCE�IS-USED, THE S ANDARD JCL, TRENCH MAY BE REDUCED AS LONG AS�TIiTTOM SINCHEB IOF TTiE SILT : NCE�F O-SM!€4L-9URDAND' F — . F€— — AB�I-_ I__ — -- -- IS€CUREIN A'Ti3ENCNITHAT STABYLIZE3THEFENCE I4ND'DOESiNOTALLOVIFSNAT€RTOBYPASS ORI UNDERMINE!THE,SILT.F€N.CE` -� Ts; FTkTEFT_FABAICT-,ENCES'.ISHALflbE_1NSTALL�D'AiORCa-CORTOCIHS_lAN_ENE�F45_SI8__LE; 3. 'MAINTENANCE STANDARDS 3.i- ANY AMAHALLGEB R P IR�DIMMDIA7ELW 1 OFCONCENTRATEO FLOWSARE EVIDENT UPHILL OF THE FENCE :THEE MUST BE INTERCEPTEb-AND CONVE EOTO SEDIMENT TRAP OR POND Y R D 3.X ISJMPORTANF TO CHECK THE -UPHILL SIDE OFT E FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS ABARRIE NO TO FLOW AND THEN CAU I _ CHANNELJZATIONOF:IFLOWS PARALLELTO THE FENC€.':'IF THIS OCCURS' REPLACE THE- FENCE OR REMOVE THE TRAPPED S DIMENT,- S 3:4I iSEDIMENTMUST--BEREMOVED-WHEN. SEDIMENT: 1$61NCFiESITYGII": 3.51 IF THE FILTER FABRIC (GEOTEXTI LE) HAS DETERIORATED DUE TO:UL'-T'RAVIOL'ET!BREAKDOW It SHALLJSE REPL A_MDT uNLess osn�llNnSEnLrTEFr,;[apA>AH1K� iS Horrd�vsLJIrri51 I - 0t a . • PUBLIC;WORKSI — — nmpe DEPARTMENT: $ILT°jFENCIE' f 9;�� 1 '�1�' - r hlk.xrudesa i'6ATEj NOTE.• I. MIN/MUM RVf- (5) FOOT HIGH TEMPORARY CHA/NLINK FENCE SHALL BE PLACED A T THE FROM TREE DR/PL/NE OR DES/GNA TED L/M/T OF DISTURBANCE OF THE TREE TO BE SA TIED. FENCE SHALL COMPLETEL Y ENCIRCLE TREE(S� INSTALL FENCE POSTS USING P/ER BLOCK ONL Y. MODIFICATIONS TO FENCING MA TER/AL AND LOCATION MUST BE APPROVED BY PLANNING OFFIC/AL. 2. TREA TMENT OF EXPOSED ROOTS DURING CONSTRUCTION- FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE THE DAMAGED PORTION CONTINUOUS CHA/NLINK OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARIL Y FENCING COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. POSTS A T MAX. 8' 0. C. 3. NO STOCKPILING OF MA TER/ALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY THE CITY PLANNING OFFICIAL. WORK WITHIN THE PROTECTION FENCE SHALL BE DONE MANUALL Y UNDER THE SUPERVISION OF AN ON —SITE ARBORIST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFFICIAL. SURVEYED: RDW SCALE: DESIGNED: SHM DRAWN: SES ONE INCH CHECKED: SHY AT FULL SCALE IF NOT ONE INCH REVISION BY DATE I AP P R APPROVED: SHI/ SCALE ACCORDINGLY I3DCe15igs�EilveTQpe)�s6EEC566-BOZ#d1€4 36•'17A4838878 tEdiYONINIEW,' E'': fE-DEWC t "Orm ILI P[iOTEGT t7NSHALL (1E P�iQVijfE4M1l r`OR S ORMIDSAii(INLEj$ DOWNSLCIPE_10.Np;WITHI�E`0U FEET b A plS U({BED OR,_ EA POND:�TRAP iCONfiTRUC'TIDA151R UNl Ice THEBL719DFFTHA7 F_NT£BS`;TH%OATClI BASIN-,WJL.LBE S.OfIVES'ED.S4BSEDIE7EN7 'X: IINLETPROTECTION SHALL BE USEDTO PROTECTTH€ DTSATNAGE SYSTEM hRAINAGE AREA � THE CDNTRiBLIIING A1U3T NOT BELARCETHAN ONEACRE i;, 1812EiHE9EL8WINLE'FGRATE'DEVICEj81GD}'fOR`TICSTORMWAT€RSTRi3CTUREFTIiVIL'L;SERVf$E;, 5. -TOE BIGO SHALL HAVE ABUILTAN OIGH•FLOW RELIEF SY^RTEM (OVERFLOW SYPASS):, 6:, THE RETRIEVAL SYSIEMI, MUST.ALL'L7W REMOVAL OF THE-.BIGD WITHOUT.SPU.I.IN.G:-THE 0OLLE.EiED;MA-TERIAj- 7. PERFORM MAINTENANCE IN ACCORDANCE W6TH-STANDARD SPECIFACATION 6-b7.3I15}': 8.1 MANY SEDIMENT IN THE CATCH BASIN-INSERTISHALL BE REMOVED WHEN -THE SEDIMENTHA5. FILLED-THiROOF,,TW`IA,VIIICT"I L$TQRAG€';TF11 FILTER MEDIltF,OFI SHE INSERT BL{RL4.8E OCEANEO Olt_ REPLACtPATt�A�T /�ON_THC1� PUBLIC WORKS(: ;45 DEPARTMENT T�CHI !BASIN INSERT' if'fayl f!L3SAymcN IS NOTTD':'LCRIor{ #': 9r 80_1A f PROJECT NO. 18242 t gIDEKO .•OF'IYASy�,''9�, y `� Z; OVIL ENGINEERING e;W li.(, LANDSCAPE ARCHITECTURE P 41846 0 '� PLANNING �o,� •Fc�sTEg�:•`� coff DESIGN SURVEYING FSS�O*** ENG� 11-Lf-ZI 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 RECORD DRAWING VERTICAL: NAVE) 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF (5R) RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS TETS'C NOTES OCT 2021 PAGE: C2.31 SHEET: 5 OF: 11 9 I150.08 (EG,C)- I150.11 (EG, rcj 15a1-(FG)---/---- I 151.12 (f FL) 149.77 (FG) REGRADE DRIVEWAIY TO v I 15' TRANSITION BACK TO EXISTING GRADE (TO BE SSMH 8074 ADJUSTED /N THE FIELD RIM EL=150.37 d 8"PVC(S)IE=145.1; ACCORD/NGL Y) 8"PVC(W)IE=139.02 / �-M12"PVC(S)IE=138.72 ° 12"PVC(N)IE=138.621 I a I a 15.20 (FG) RAMP - MAX / h LONGITUDINAL SLOPE 7.59 0 151.12 (EG,FL) CROSS SLOPE 1.59 152. 00 (FG, TC - m 151.65 (FG) 15326, Q ; 151.58 - (FG, RAMP) 151. 72 (F) / °) 151.65 W' a it 152.27 (FGG, a / 15 . FG) f a. W GN FOR "SWANSON NO PARKING ARDNER ATTORNEY LANDING - MAX SLOPE AT LAW" a 1.59 /N ALL DIRECTION I ° I . I ' I I a I I � / I U . U) I� Q I I I � Q I � / PER ASBUI_- S SD Q' / S)-- SD n SA 4 ' I I I a I CB 8095 TYPE I RIM EL=152.74 a J = a 8"CMPO IE.24 GRADING DETAIL 1 SCALE- 1 " = 10' a � REMOVE EXISTING SIDEWALK o Q 26.26 CONNNECT TO SIDEW L, CONSTRUCTED B HEA 1HERL Y llh m U) / Q 156 F CO (f FROM A ° OH OH 4 - 158.40 *`1V 0 156.70 (FG) ° (FG FROM WEATHERL Y) OHP OHP ------------------- 30.00 T FOUND REBAR 26.6' W OF PROPERTY GRADING DETAIL 2 SCALE- 1 " = 10' I I 7W I I I I � I I/ 153.40 (FG) I li II I II I I I I I I / I I NI Sf� I I I RIM EL=148.75 6"CONC(S)IE=146.50 6*57.0, 19.9 -LT BEG/N STING SlD ALK REMOV L PROP SE 5' CON ETE S E '�( CU AND G111111i7FR a LI FOUND 0.5" BRASS PIN IN - CONCRETE WITH PUNCH IN / CASE DOWN 0.57' Sf35.35, 3 . CONNECT S/D AZR BY WE�1 TaHE LOPMENT 8f36.99, 20763=t�-G END EXIST/NG S, FOUND 0.5" BRASS PIN INy, CONCRETE WITH PUNCH IN CASE - 8 CONCRETE Sl, DOWN 1.02' (RENT 1227 HELD S 45TH PL PROPOSED CUR2 FOR POSITION, EL:154.74) -�%8Y�WEA THERL Y Ut VtL UPW FOUND 4X4 CONCRETE - MONUMENT WITH 2" BRASS DISC WITH X IN CASE DOWN 0.97' OHP PER ASBUILTS- WCR / d d P OHP / a _ 5' EXISTING I LHLLiUL NUAL/ i 26' PLANTER SIDEWALK SECTIONA A SCALE- 1 " = 10' 5' EX/STING SIDEWALK TO SE REMOVE-D PROPOSED 8' CONC. SIDEWALK m O O , I a / IQ Im I V 00 CB 8073 TYPE I RIM EL=148.80 9010 12"CMP(S)IE=145.45 / 3123 o uuc 55 o 8"CONC(N)IE=145.40 Tp CF B Rp S 0 z I CB 8072 TYPE I / 0 TP�g0 � � RIM EL=148.60 / / BUILDING 443 SCALE: 1 " - 2 0' 4"PVC(S)IE=146.59 4' PVC(W)IE=146.53 CB 8146 TYPE I / RIM EL=156.68 �(/,�� �� PROPOSED WAY / 4"PVC(NE)IE=155.45 0 S C VLJ � L& 1 �0 2 O / APPROA�/ COR 6"CPEP(E)IE=154.77,. 40 Q I 155 4" CPEP(N)IE=154.70 ® STD. D 10 > EG) - I _ _ _ / _ I 4"CPEP(N)IE=154.55 / / 12°CMP(S)IE=154.53 VBF _ n 1 DETAIL BY NELSON GEOTECH ON SHEET C3.31 VGRELEV1 62.5 E II os 11 ITOP.- 169.0 5, TOE. 164.19 STOP.• 169.0 3'0 TOE.• 166.0 / TOP- 169, 0 � o, • L TOE.• 168.0 - vv� PROJECT NO. 18242 0 1S4 cZ; CIVIL ENGINEERING LANDSCAPE ARCHITECTURE s PLANNING DES I G N SURVEYING ZI 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD DRAWING SURVEYED: SCALE: DATE: RDW VERnCAL• NAVD 1988 CITY 0 F OCT 2021 DESIGNED: SHY HORIZONTAL- NAD 1983/1991 (;%R) FlELDBOOK: R E N T O N PAGE: DRAWN: SES ROAD AND GRADING PLAN DRAWING NO: CHECKED: ONE INCH DATUM SHM AT FULL SCALE Planning/Building/Public Works Dept. C`J. 01 IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: / SCALE ACCORDINGLY SHEET, 6 OF, 11 A 11 O O LLJ LQ 1'_ W W ]::E Z 0 04 Z Z W W 04 U Ll 0 r FACE OF CUR13 � 62 1' CEMENT CONCRETE' CTR" ' 11 -.,.--SIDEWALK IMP y6,l2' `'Fr-.1' h' R OR LANDING FROM --- f 112' R 1. R L _ t TOR,OF- c•-e. 0 r•, FI ROADWAY - 3f8"PREMO1.DEf] I(,' MELT �+':IOINT.FILLERI E 0, CRE REY Al oEWAfdC RAMPS AND (LANDI s, iFACEor..ADJACENTCURB C MEN%'ICQNdkftE ±:fi r B AN15� QTTE� _ sSS�cLII D�a t r71i s3 Et l� FACE OF ADJACENT ✓•rURO I Tr FLUSH WITH GUTTER �11 r T r _1 .I 1 ,140A I ff [-PAN ATSIDEWALK,. I+; I_ IRA P ENTRANCE( r I 1-yoisof i1r2'RJ]-'-ROADWAY f �^ r D P ESSED CURB�ECTIO AT RESIDENTIAL AYS ONLY. J -- [FOR COMMERCM DRIVEWAYSSEE STD 1p4.2 011, YSEPRESSED CORBSE t;�FACEOFCURB O SIDEWALK RAMPrS � 3 181li �s1 =LrrR I rr'R FAC; OF,ADJPICEN J CURB r L. _. f 7�j, y• �GiJTTERSURfACB- L F�J_ PREMOLDE6 .� ❑ -JOINT FILLER �Jr �^EFULL-DERTF1 'tI Is 1f4•,_ 6XPA,S 701NT' 1 r rl - 1-1 � - CEME CO CRETJ I 1--7 - DEPRESSED CURB DETAIL] AT RESIDENTIAL TOR COMMERCIAL DRIVEWAYS. iiid ALLfiYg', H GENERAL`NOTES: i.l alandaN p49ns �02.,e_nd 101.1 for eu expansion and contcachon Joint spacril 1i I.3 All JoInt s Bahl pmTgided joint filler. or_ � Depres3ed ManorMic 13riv6way Cuff& Iau@er Se�Oif see slardard Plan 154.2 ) IPUBLiC_]WORKS I BEM NCI -CONCRETE Clitl S STD.PLA�Ic n-Oi IDEPWRTMENT I Cut Rockery Detail (Not to Scale) Compact soils above rockery to an unyielding condition and cover with erosion control matting and vegetation. Vegetation to be maintained until established. 2 Ft. 12-18 (Min.) inches 1 6 Total Height (H) (Max. 6 Ft.) Native Undisturbed Soil (minimum 12-inch embed) Base Rocks (B) Width varies with rockery height Rockery Base Rock Height (H) Width (B) 6 ft 2.5 ft 4ft 2ft 0 1/6-1 CURB FRAY 8E OF ROCIIIIIIIIII lAr -01 PLAN MEW FLTJ MMIDGRATE-NOrMCLUDED IN CURB AND D1,1CrE11B10 MINA •' AWUffrA9WBECr10N'-NOrail IDED ,' Q' 1NQIREJWDt9LITTHr:BIDTIBA '. G►TaHBA0U1-1N1rBiG.W® , -,P sICURBJwDaUI'letl®DDHI SEC11ON D GENERAL NOTES:`' y 1. The Intent of this deWgn Is f 0 fadlitate the removal' :of a 6".1iasin with f18nli'nel diituftillm `, 1 of the (Curb, 2. The expaimlon JdC nW of the .411 adJ8C6nteldwwdkShall be-adJwftd to be In one'wltls lbw`s curb expan*n Jglrtt8. ISOOE41C MEW r CEMENT CONCRETE CURB m' FLAN ' 1MA + + PUBLIC WORKS INSTALLATION AT PROD: DEPARTMENT CATCFI WWJNS . Y � mN r O •y N _ - � O o 6 z NOTES: 1. Rockery construction shall be in accordance to TO 4 � U_ to " U the Associated Rockery Contractors (ARC) Z U z o 93 � t �atL6t standard rockery construction guidlines U -1 0 j`LL W e J o Tq�. 2. NGA shall approve all rockery materials prior to W to � W ,6 -`� 'w construction. U1 Q to E Remove loose surficial soil from (9 I $ this area and replace 3. All rock shall be sound, angular ledge, with a Z 0 m with rock spalls minimum material density of 155 pcf. N N 0 1a W 4. The base rocks shall measure as provided in the W Z table and should be placed with the specified E Medium dense or dimension perpendicular to the cut. Z �Q better native soil 2V <2g Free -draining backfill (Max. 3% Fines) of 12 to 18 inches 5. The base rock shall be embedded at least W F Z -116 wide layer of 2- to 4-inch rock spalls one -foot into the competent native subgrade. m 0 — Stable cut face in medium dense 6. Each successive rock shall bear on at least two or better native soil rocks in the lower course. 7. The face of the rockery shall be battered at 0 - Filter fabric 1 H:6V back toward the cut. Q U - Washed rock with min. 6 Inches of 8. A rock spall drainage layer, 12 to 18 inches in 0 -51 cover over pipe and a minimum of 2 thickness, shall be placed between the back of 1 o inches under pipe the rocks and the cut being protected. I Y - Minimum 4-Inch diameter rigid PVC perforated pipe; g. A minimum 4-inch perforated drain pipe, `m IY Min. 11 slope to outlet embedded in at least 6 inches of pea gravel or o 5 washed rock, and wrapped with a filter fabric, shall be placed at the bottom of the drainage 0 layer. The filter fabric should extend between the c native cut and the drainage rock to minimize soil - - fines migration. �3 E o � m - } Z r R 0 Aw a fhl'xrF iT _ - 4�x =oI cvc� ,m RAISED EDGE DETAIL EXTEND SIDEWALK TRAl�YERSE F ' ,' 7'-'.-7fe pNJ PAEMOI➢EDJOINT FLLER�, 112'�NI �7DINT3_TO INCLUDE R. EOOE E_J _- DIS7c �. 1 _i�"r EE S AILS`a ;c �• ^IA% r nit a �3EESTOSi7NG R471DWAY.�t�PM R.�r � w �" _ - RUSHED RO�CIT Ir I ., - - - .�:. L. - vctir-SEE RAISED -' TYPII UNDER • CRD9HEDSURFACINO TqP CO11R5E (C�'r��� .;.. N. �D_EWIWt� L OIAPACT TO 95R L1ooin EP.PRO �� 11'VITft RWSEQ E U. FLC AEaU�REMENT WANED 6Yp>L } ENWNFJER]TYPICAL i)WER W.CUR&i r7', pI�J R"f%�'P,.,_T BUTTER a SIDEWALK, CSTC UNDER I L -._alai 1_ CURB A OUTTER TO BE 6•THICKNESSOR FOR C11Rs DETAILS t 1 i+ �IWCH E1aSTIN0AOAOWAY CRUSHED ROM ll -li ] rJ f l= . _Nd► v, , ,..SEE BTD PLAN 10, BASE, WH,CNEYER IS GREATER C", FOR ". ALL CURBS fL • - =' roll E0GRADE1'flNi�j�,,,� v -._..� — III n p� ' it (,ADJACENT I O CU I u r I � � Oft PE0E3iRIANf ,J �1� IBARRIEt+t =lg[E -- -SIDEWALK r, CANTRAC7 PlANI ,ram R.IT'l VERTICALSAE TIETA{= pu; PREMOLOE0 _ -JOINT FILLER-- ` ADJACENT TO CURB AND RAILING OR W r- r r �wFFErL�rwP� -al CONCRETE err R raacuRBDCT FEE III nANt�p� ADJACENT Tf� ICUitB] l _tWEEP FILL SLOAES}' r ALL OR BARRIER PR9ADLDBO If _ r I JOINT F1LLEii I NTT 3 Wpl�T1CtL '&10EWN.K EI -.—" SEE NOTE_701� � o - + �J •� P' � , . f) Fm cuRs DETAILS' 1,5%A 1�-'--L = uLSEESTDFLAI -� - ---t— Imo- ' _ IDRER F�NITC�H EXISTING t _ SURFACE NOS OF CONCRETE— (.Fl 1NHs�SiRN� 1�01r) BELDw TGP -- fiCANn FWSH IF PAVED V• I _ -``. __ td•� - _ •�. ICEMMT CONCRETE CURS_ ADJACENT TO BUFFER STRIP �r (� r J ICURBAJAOURER81lQ J C,F�.O�R CURS DETAILS FEE j. r t (�• -_ `'�/ E sro RAND, -C ri;7g � J LJ fr� �CF'. � r'.z I tra'Tayr NOTES( be the1[, "Foureeminirthue spedAasw�ldt-11sle']A-n r \ f CONTRACTIONXUT-L accessible route: — free Ot Ve IN53DEWALKol L ►I y'' r• s ►�>`� /�'� J[ - •+ v and horizon tat obstructions. Graf -,� FULL -DEPTH EXPANSION JOINT IN DDiT1 L •—' •�•`R i 1•P Access Covers, JurwdlDn Bares, � I � .-:- - _ _ CURSAND31DEwnuc _LLsm►uxIBLf L Cable Vault9, Pull Soxee attd other +r ,R _ appurtenances whhln U,0 SWeweNt� ``'.`' _ 3�J C fi7NTRACTION'�OINTI -must be flush with surface, and match - - _- f" - -- DETAJ a .... u grade of Dsa akiewalki . I JOINT ANO F 2-Monolithic lCenLien�Conue e�CtwL and �- I �Lv_ •�' .Sidewalk is not permltted_In new Fo1rpVlBrre'ft3TTST1d NOTES seed - *' : 5-r -.��;* 'I construction. When replacement necessitates a Monolithic Cement 3T0 PL4N - Concrete Curb build per WSOOT. PREMOID Standard Plan F-_30.IAU1. Paved surfaces must comply_wi@, uaNT nL!£R 3 :aWbe4,000PSI, ; -STO PtAN, AN5101� r rypl l>p RKS CEMENT;CON - v _ • , P1,18�J .�1 GRETE `PiL►N� 1�OE� �8affMLNT $IDEWA�K �Pf' 7 L HE' - 7 I C w l L r- 38" I Gregg Ammerman, Public Works Administrator SE-5110 Bench Specifications 73" •l rV ►A tul .._... ...__ EXISTING ASPHA PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MiNIMUM 7" HMA (or ACP Class B) (SEE NOTE 1). OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6' CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER, FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PUBLIC WORKS 7� DEPARTMENT Material: 1/4" x 1 1/2" steel slats 17/8" horizontal supports 2" x 2" steel for legs All steel is welded together and powder coated Options: Mounting: Surface mount or in -ground Length: 6' standard 24" 1 38" 18" leave min 2" inches to the top of the hole 18" concrete Surface Mount Plate 1N 16" In -Ground 1) Set the bench in the location where it is to be installed, mark the ground where the 2 legs are going to be cemented in the ground and remove the bench and dig the holes 18" deep. 2) Place the bench in the holes and make sure the frame is "plumb and level" 3) Pour the concrete in the holes so it is no more than 2" from the top of each hole. Make sure the top of bench is approximately 18" above the finished grade. Surface Mount 1) Set on the concrete where it is to be installed and mark where the mounting holes are to be drilled on the concrete. Remove the bench and drill the holes and bolt the bench down. ADPACIFIC OUTDOOR PRO D U C T S, I N C. "NOTE: Graphics are not to scale. ** www.pacificoutdoor.com CURB AND GUTTER 1 REPLACEMENT DETAiIL STD. PLAN — 109 PROJECT NO. 18242 Z gIDEKO F WAS CIVIL ENGINEERING LANDSCAPE ARCHITECTURE A'•, 41846 0 '� PLANNING o,:•:;G�STER,`�•c�' DESIGN SURVEYING FSS/ONAL ENS\ 11-Lf-ZI 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD DRA.WING SURVEYED: SCALE: DATE: RDW VERTICAL: NAVD 1988 OCT 2021 DESIGNED: SHM HORIZONTAL' W1983/1991 CITY OF FlELDBOOK: — DRAWN: URI R E N T O N PAGE: CHECK ED: sEs ONE INCH DATUM Nuiv ROAD AND GRADING DETAILS DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C3 31 IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHM SCALE ACCORDINGLY SHEET. 8 OF, 11 0 Iq o ,m d � , Q Q � m /COCB 8073 TYPE I/ RIM EL=148.80 c� N 12"CMP(S)IE-145.45 CB 8032 TYPE II o 18" CONC(N)IE=145.40 RIM EL=148.75 / 6"CONC(S)IE-146.50 a i z I CB 807) T PE I _ RIM EL=148.60 C 4°PVC(S)IE=146.59 4" PVC(W)IE=146.53 / � II° + I / LOWER EX SEWER o Q I IN MANHOLE RIM TO /150 J8 NOT LOWEPED PER, CONTRACTOR• EXISTING 3/4" DOMESTIC WATER I ss METER AND I " SERVICE LINE TO REMAIN. INSTALL DCVA DOWNSTREAM o , OF METER AND PRESSURE REDUCING I ° VAL VE PER C. O.R. STD PLAN 340.5. FlL TER FABRIC (3 S/DES) 6" D/A. PERF. P/PE WITH TEE WASHED DRAIN ROCK 3/411-1 1/2" 18.9 FRENCH DRAIN DETAIL ;r4 146 TYPE 1 L=156.68 (NE)IE=155.45 P(E)IE=154.77P(N)IE=154.70 P(N)IE=154.55 / 12"CMP(S)IE=154.5317, n 50' MIN. VEGETATED FLOW PATH #8074co ��CID EL=150.37 EXISANG FIRE T % 'C(S)IE=145.17 HYDRANT C(W)IE=139.02 / , SDMH 81 7 TYPE II a VC(S)IE-138 EXISANG IRR/GAAON METER RIM EL=15 .10 VC(N)IE- 8.62 TO REMAIN. CUT AND CAP 36"CMP(S)=151.70 EXISANG IRR/GA AON LINES 00 '�- w s a. 10' ROADWAY &I O . n UAL/AES EASEMENT I REC. NO.. 8610311897 ° 1 � • 4 � • :� a. 1 I � A. 7f33, 67.24 L T of 2-48'1' n ° SDMH 8148, TYPE II / ❑ RIM EL=158.93 lE IN�(E)S� 36"CMP(N)IE=151.48 SD -- - y 12"CMP(W)I€=151.28 IF IN �� (5) SD p�� a lE OUT �7(W) CB 809 TYPE' RIM EL- 5 .7% I ° 1..... 8"CMP(E 15.1Z , a I T ° I I I �0 a / s• ; o w 5 I< STING 3/4" DOMESTC CU - ZCLEANOUT NOS 12" SQUARE CATCH BASIN ER METER TO REMAIN. \ T A f �f88, 72.56 L T a WITH 1245 BOTTOM OUTLET 1�0 162.02 RlM� 161.94 RIM 2 RIM 169-2�159.96 6„ lE 158.00 161.24 4" lE OUT �E� N I 6" lE /N� (E) • 6 /E 158.00 6" If- OUT 455 Z(N) I I ��156,2 FOOT/NG DRAIN CONNECAON a b a • I 4" lE 158.44 - 25LF 6" PVC ,/ SPLASH BLOCK 0o N 0 0.0908 MAX ROOF 50, MINVEGETATED FLOW ATH AREA 700SF n �C o I30LF 6" I ' 00.0127 \: a TRANSFORMER.- - - ' (INSTALLED 26.26 °• • W/WEATHERLY) \ CLEANOUT PER - ------ -- _ „ - - -- -- ---- (AB) I STD PLAN 226.003 6LF 4 PVC 2-.3" SCH 80 GREY _ RIM 164.40 01 ®0.0100 CONDUIT (INSTALLED 4" lE 158.38 � - � �s- W/WEA THERL Y) " o oHF6" If-158.38oH w -oHP HP PEk NO SCALE 3LF 4" LCPE rn 18LF 6" PVC 00.005 _ -16J 64 5LF 6" PVC _6 _ 00005 � -6 "X4 TEE 6" IE 160.89 -8LF 6 PVC _ \_ PER STD PLAN 263.40 0 PLAN 226.00 - a 20 ROADWA Y EASEMENT REC. NO. 597JI81 -RIM 163.00 OHP - \ / 6" If' 159.59 / P ° Qo cB So91 TYPE G NEW 10 AW ITR MAIN TO BE RIM EL=156.16 21LF 6 PVC 15 WATER (INSTALLED BY WEATHERLY 00.005 F[ �12 PVC(S)IE=154.17 UTILITY EASEMENT INN PROJECT PER CITY PLAN F fi2"CMP(N)IE=154.11 NO W-4036 IOLF 4" PVC °.I RSAH EL 81516.76 \------- CO 0.0610 0 CRETE INLET al RIN EL 156. 146.21 FIRE HYDRANT RIM 162.42 a a 12 PVC(N)IE=146.06 (INSTALLED BY 6" If- 161.67 WEA THERL Y INN) - I o °a.. - rn °a REVISION RD .0 DIRECT UP TO 700 SF OF THE EXISTING ROOF TO THE PROPOSED SPLASH BLOCK r-- I i I SDCO I 3 RIM 462-7;5-162.44 6" 1IF 1161.45 37LF 1.5' WIDE FRENCH DRAIN PER DETAIL THIS SHEET. SET 6" PERFORATED PIPE AT 0.57. SLOPE I ; I I I FIRE SPRINKLER ROOM WITH DCDA PER STD PLAN 360 5. SEE DETAIL THIS SHEET 6 X4 TEE 6" If 161.01 I SDCO RlM 162.75 I ; I 6" If 161.09 15LF 6" PVC I I 00005 3LF 4" LCPE I I - - ADS 12" SQUARE CA TCH BASIN e I WITH 1245 BOTTOM OUTLET RIM -16z. 162.12 4" If OUT -*4.E7-161.27 I 4" /E 161.22 _,3'-8 X2-B�HAND HOLE (INSTALLED W/W£A THERL Y) - I G - W ELEV 16J 17 (AB) G REC. 26LF 4 Dl FOR F/RE (TO BE INSTALLED BY R RFD _WEATHER[ Y DEVELOPMENT) D 1- 8'X4" TEE (M✓YFL) 1- 4" GATE VAL VE (FLXMJ) FIRE HYDRANT (INSTALLED BY WEATHERL Y INN) TO BUILDING FIRE SPRINKLER SYSTEM FOC (MUST BE Wl 50' OF A FIRE HYDRANT) _ - - POST INDICATOR VAL ICE (M✓) WITH TAMPER SWITCH - (MUST BE WITHIN 50' OF A FIRE HYDRANT) (AB) 166 TO FIRE SPRINKLER SYSTEM DOCA ASS Y PER C. 0. R. STD PLAN 360.5. SEE DETAIL THIS SHEET Of 43.55 4" DI 1-4" HORIZONTAL BEND (MJ) CONIC BL OCKING Of 40.06 1-4" HORIZONTAL BEND (Ud) CONC BLOCKING Ul �68 Of28.47 1-4" 45° VERTICAL BEND CONIC BLOCKING 0120.47 1-4" 45° VERTICAL BEND - - - - CONIC BLOCKING - - / s S Of 14.48' 1N8"x4" TEE (MJxFL) - off P CONIC BLOCKING oHR FIRE LINE DETAIL SCALE. 1" = 5' 170 160 150 z FF OHP 34.48' W= L', v U DE C9 �n W T If 16J 50 WEA THERL Y) 1� 6 ' 5LF 4" Dl L 8LF 4" Dl 4" lE 159.50 4 LF 4" D/ SLEEVE (CITY INSTALLED) 11LF 4" Dl POST INDICATOR (AB) VAL VE FIFE LINE HOR/Z. SCALE. 1 "-10 . . VERT. SCALE' 10, NOTE THAT THE FIRE SPRIAIKLfR SYSTEM FOR THE NEW ADDI AON TO THE BUILDING CANNOT BE OPERATIONAL UNAL THE WATER MAINS IMPROVEMENTS FOR THE ADJACENT DEVELOPMENT ARE CONSTRUCTED AND ARE OPERATIONAL. A TEMPORARY AND/OR FINAL CERAF/CATE OF OCCUPANCY CANNOT BE PROVIDED UNTIL THE F/RE SPRINKLER SYSTEM /S OPERA TIONAL. R-409406 �Q SCALE: 1" = 20' 0 10 20 40 FINISHED GRADE 170 12 " STORM 4" lE 155.50 6LF 4" Dl 160 150 0+50 0+75 PROJECT NO. 18242 `t gIDEKO .•OF'IYASy�,''9�, i I CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ,p, 41846 o '� PLANNING •Fc�sTEg�:•`� SURVEYING DESIGN FSS/ONAL ENS\ 11-Lf-ZI 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD DRA.WING SURVEYED: SCALE: DATE: ROW VERTICAL• A AD 1 1988 CITY 0 F OCT 2021 HORIZONTAL- NAD 9988 1 • DESIGNED: SHIV FlELDBOOK: DRAWN:INCH DATUM UTILITY PLAN PAGE SES ONE RENTON • DRAWING NO: CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. C4. 01 IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 9 OF: 11 Ooiwsl n Sr vef6m 0 4 EGF566-60-4E4A-94 6;"7APi63B8 C.2.1 FULL DISPERSION MMSTgn lift pe.ID, fiSeg"ig 6bZA-4E4A tW!C�A3f7AA63wrt Doi g§PEnveT KIV_ W W 04 Z Q Z Z W 04 W U LL UL I'm O O Q TZ- Z W Z Q I� 0 O FI(;l?RE C.2.1.A SCiiEMATiC REPRESENTATION OF A TYPICAL SPI.ASII BLOCK ROOF DOWNSPOUT 100' MIN. VEGETATED FLOWPATH UNDER FULL DISPERSION, SEE SECTION C.2.1.3 SPLASH BLOCK 2017 City of Renton Surface Water Design Manual 0oDug Srs ok 0IDS 8EE�nINS 402A 41E444 36-AII1�46388 HOUSE DOWNSPOUT EXTENSION SPLASH BLOCK NTS 12/12/2016 C-37 CONFIOtKIATION,GN-RAGROUNA H �I3 ,;r.ewa. �lfw+,lq ... - �--DCWNS . POUITV"tLEANOUT LEANOUT PEHESi DDETAIL P CAN 228fb ,� I ° 10 w11N. LEVEL TRENCH WITH PERFO ,f- - _ _. - RATEDEIP- -£NO! E111 �SE I i' R -J r-. i I MA; J �E' = �c I i>�4in. �_ i fG 0 /A. "i " E i - I - ill - I - _ _ _CDiEANi6UTi.1 BID nD LTO B7 YST ORiLt, RAQ+I B-_-M •�, lam. '�, 1 - 5 F YPASB.. TER III rd; _Il _ SiD':�PLA-N 224 - - - I� 0MNSPOUTWITH CLEAN4ft!" - -- , 1YQ.AAIN. LEYL�ENGtL15R'ItL TE NLr --- ----- _ iiA fd -1 ;PERF,6- T. F� �, BEE N6JTE��1 r PE CONFKWRATKKDN FLAT; GROUNLY _PLAN view I AMPAC7EPI L'DROTHE LEANFILG- - S�PNO _ �!--r� N�I•WOS�NKiE4ITFXTTLE:Fb1R LSEPARATI4H - - li!� AtIN:f"JfCi ONTOE ANaSIDES,OF TRENCH PE R WSRLIT PERR - PEiTiT R[ -SP,EMC RC7±7j(3T�S SECT ON B:3 TAB; E :, p.ER:ASTM DII ISOLIDSli I LEAVES Id _ l - �I rs I, - - - - l� M.-ft . I --4Vr2',310 WASHED - .. j T�RAIM ROCK: - - I3'r5-TO' GROUND .VNIDISTOROED-/ NATIVE AL. Typ"I o17wNSPDu'F, FILTER DETAIL BO ESE so;`4A1. f3 GFTu SECT1oti a' TR€PICML GENGtH70 BB i(L FEE I IN LENGTH FOR EVERY 6.000 SEOF"CONTRIBUTING OPERVIO_ WSUIRFACg q 380�tT 3$ T(-TR$,R:A3f71VE`SUR FACE"bqF,g137dbN ITFiEREOF.I �iENERAL ttO�E� L WF1LnWI014 tRENGNESIUMITEI2TO1 RDQE RL44COO MOM 51L4GCE-FAMILYORY11lPY�iNS1MEE�rTOI COl'Ii1930L, 0ASEtiLENTFI40DiNG CUM UU`L A DEPART- OGYREGL�LAnON$F(IRSiN4ERGR�7llNOONJECThOI CONTROLPROGRAM(UIQFOR4T}!RRTYRES CfAt ffSFFMANAGEMFNT_., 'Z NF RAI AREAS LARGER THAN40,000 SF AND NON' -MATT P, RVJp ... G .-THAN35UOD:SF', RYIRE , LARGER PIPE AND SHOULD BE DESIGNEfl-BV'A CIVIL ENGINEER, THE: PERFORATED PIPE MAY IN BE pR:ACED 1N'RCRgYCAL.AREA$1RE'.ER-GEY,I ISLCfPES STEEMR;TF,UN 25% " 7 -a_EE£ONBTRUCTI_ON PLANS FOR SFECIPG_PROJECT REQUIR€MENTB, PUBLIC WORKS! RFORATID IST I F AaPR Em' DEPARTMENT iC�31 ECTION 1 �(' }` $,YI' :CATCH -BASIN FRAMEAND VANED ,GRATE�PER STP :PLAN 204.00-; 61T172'FBd,_ L' J 4IF TOR IMA1TE' e`.a ,T STEPS_O..R.', kkl•_ __ . N.HAN__F, " 72F- e �; f s° SEPARATE BASE', PRECAST NQN ET13 II _O STEP.SARE RECURRE_D,-WHEN _H_EIG_HT IS,V OR LESS,:. Z__. TF1E 80TTdMIOFTREIPRECAST CATCH BASIN MAY BEj _.PEFIT2FACILdtATE CLEANING PV, -THE RECTAN FRAME AND GRATEMUSTI� :INSTALLE 1FRT FLANGE DOWN. TtIE F MAx CAST INT TI'; ADJUSTMENT SECTION:( 14- XROICKOI.SMALL HAVE: AWAL[ItHICKNESS OF24 VINI I@JMTO 12�`AfARINUM PROVIDE'A TS'ITi wIMUM UAP BETWEEN THE KNOCKOUT -WALL AND-THEr'OUTSIDECf-THE PIPES AFTER THE PIPE IStiNSTAI:LE[XPt49.7ML'AR.WJTH ;TOINTMORTAR NACCO ANCEWITITSTAR➢ I R6 AN <SPEGPICAT#9N 9-0,3, S. -ALL GRADE RINGSi1RISERS.AND CASTINCS SHALL BE SETT 1N' MORTARIN ACCORDA64C€ W1T1iSTANDARD! $a»FICAn¢Na�ps,7. 5.WHE MNE TIN IINEW.PIP '' ` IF EXI LE N O NECTING A ErHC L B G A V� �':ONNECTORLKDR•N•SEAL B007 W17N CORRUGATED PTP£1 'L)APTER OR APPROVED, EQUAL). WHEN CONNECTING TO 0',N EXISTINGPIPE USEA FABRIC TED SAND COLLAR Of THE SAME MATERIAL AS THE CONNECTINGPIPEy 'MORTAR SHALL RE' MIXED -AND APPLIEDIPEIZ ,MANUFACTURER'S DIRECTIONS(.; - -_ - R FRAME SHALL BE ADJUSTED, TO PAVE'MEN' ORADEBY TAPPING'UNTIL FR ISFLUSH WIT NTASI AWE_ . P E _ AVFM U T RIti11N U_ ITHI AI STRAIGHT _ E F 1 - - E E E W SjFGaIG 6GE O SU, F CIENT' LENGTH: 9:•, ALL MORTAR JOINT$ SHALL BE TRIMMED,FLLU_SMANO REMAINVISIBLE UPQNCOMPLETLON, PUBLIC WORKS( DEPARTMENT IBEDDINGrP'ER 9YSLSIT S7D._ ;�CiF�AiIONB-ECTFON �Os:1,�,fL38 INTEGRAL BASE! PRECAST i WITH RISER] CATCIrISA$tNE61MENSIQ11 i CATCH BASIN.. DIAMETER: THIN' , ALL THICKNESS( MIN SASE tiTHICILNE331 MAXIMUM KNOCKOUTSRE MINIMUM DISTANCE .BETWEEN KNOCKOUTS aa= 4" 89 -12'�� er +2' 420, rw 12°- w, 1 144' 'i2- -12" TUB" PIPE ALLOWANCES CATCH .BASIN PIPE MATERIALYYPTH_MAMMUM_INSIDG DIAMETER - DIAMETER --- e flr et d , :CVSSY t I SOLID WALL: RVC,=� PROFILE WAi21 iPYC� - 4E" ti,. 60" 3011- 42r 72"-2' 12' - _ 84`' F+4"' 16t1" 54' 4 ° � a '98' II¢" Ii2• LTD?-y 120' 98*I 4q @0" 48" JkBy 44r 40 'CORRUGATED P OLYETFIYL'ENE',BTARM SEWER RIPE SI'OI-SP:EG:9-0Tr.20 t I I STD. SPEC: 9.05 12(a� -- CATCH BASIN TYPE 2 Oool151A SnveTv�fe; IAA 6EEf0f58"02Ae4E4A 6436_A3I7�i:463B87B' TER MWPLAN - 201.00 9/28/2w I 11+$, SURFACEI_.WATER STANDARD PLAN NOTES IT THE REMgIlJ1fIG NOTES 7F lt9Dl'TIONA'L NOTES A}2f-N�EDE,q IIFOR SP€CIFIC ASPEC�TS''r'THEY $HALI!$Ehg0E0 AFTER THE'. = EF A T U ION- R-DEVE OP_MENT A.CTIVi TY OCCUR PFOE' R TIQitl TING SWIALL 8E HELD' G THE CITY OF RENTON. HEREBY. RENY ONS CT l3 L S A S VC O. f3 R MBE N (REFERRED TO' ASiHE C1PhyT4iEl APPLICANT' AND THEAPPLICANT'S CONTRACT'DR. 2l IEAPPLIICANT SHAI L SE I3ESPONI FOR SECILR1i ALL CESSARY CYTY-$TATB 4NO FEDERAL PERMTS FK3IQR Ti rQNSTRIICTI�N St.a� ORA(NA WPROVEM NTS SHALL 1E DESIGNED D LO_ INSTRUCT€DIN C© NCE T TES EE OA E CI FY OF ON SURF A_'�ITi _> C+E AI'1 _- AC-LN%TFM1, HE LA _'T ITt __-FSF�FI _ FCENT _._ AGE WATER _BOAC --- SWOM-TfENTON751liNICIPAt. NS ORROAD 70ESEGH14D4. F. tiiyDE- (RI:IVTpN (RMCi.' FBRICIGE 1GN6,MONCIFfI[1: TR P N P I A T TiI " $I IT F CCOORNSRECVTC4,TNAYD'NER.RROERPA; ORMEDB Y S DOTR N D T+(E A 14ERIOAN V0B LC..WDRKS SSQCA IDI�I AP4VA 3, iTS HALL $EL E$OLE REspbNSl L YOTIRPP LCAN11-'OI R-LO ADDITONALCOST16 THEE r ITY -4 APPROVAL OFITHE ROAD GRA-DM .PA-RIFNG BUILpING . DDRAINAGE LAN DOES CONSTITUTE AS 4FANYOTH FIR CON--STRUTIDN CEC.WA TER. r WER SEGA5 ELECTRICAL.,E7C.1 PLANS TOR STRUCTURES 3LBRIDGES,-VAULTS AND RETAIN INO WALLS EDU REASEPARATE R VIEw ND#P OVAL B!F f,HOAt-iFiE APPR „CONSTRUCTION,. -- - TM CIT PRIORT THE SU FACEWATERDRINAGE SYSTEM BE-C CONSTRUCTED ACCORDING OTHE 'AOROVE16PIAN&ANYDEVIATI ON A F ._W J M O NS WILLR OUIRF COOAD R N VEDP INATKfNIE9LLOWFDBY TTrF g-,80VALFROMLY�EGI'IM.. -C *CW-OF-TJAPE-R_4VE� PLANS SHALL @_. 014 HE.- 4$4_ E.'fN 1_fNEVER- D_f TR_I�CTM L IN BR__ R(a. gam'-., "ATI � €XISTI ILITIES SHOWN-EREON HAVE -BEN ST LISHED -FFELD SURVEYOR OBTAINE FR VA R NDS 51 :7'HE-LOC ONSO.jALL NG H E E AB BY D OM 1U1B4 DS.A NA4L, I E I IM1fAT N N N Y N RI MP ETE IT,I (THE R P t l ITY I - 'DINS E.R L`s- P OX EO LYA D O ECESSA LIf CO L S S7JLE ES ONSBL DK IOANT-7t°tEREFDRE � D E A R T � '- NI7FI'iFAI1FNTY - - - - - N T T 1 'K''VERIFYTHEA C RA Y FALL( TILITYLO - 7t N W AMDT (FURTHER DI V JD AN'1. T�l Fi fSIDQ_TRA� g� q c u � a_ k cA q ssHa I� a scG o=HEE�. TIE� NOWN7•fEREOM T�I-A7^r64A1tiBE' �'IMP.IEMEh1TAT.fON OF -THIS PLAN THE'Af?PL�fGAPt!r5liA7L'RECORti QN TFIDRA1i 1�IGSa:0.LC IHM 7CU1+1ENiERREAN1HNESITD APPROVED pAN$.TE AI1CA3Tv"AIMMEATY'8((FE�_4O_9_-A+J*nIL4TIF$ IDISCOVE�Fr3 7� NERTFCAU bATU4#HhLL BE']NAVD 88AND'HORIZONTAL DATUM, SHALL BE NADQ13JWASTAIE PLANE 'NORTH I, UNLESS OTHER WISE APPRO-I1'ED BYt�HEICITYI AEFERENCEBENCEIMAR D&TVM _ AND ELEVA71ONESMALL BEI`IOTEOOLN T'IiEi PLANS: - Y' MP I M Yb N51 RS TI E1 C `P _T ] A1LL1TLfTYT11�NC1'IBIACKEJLL�IOIROADWA SLJBGRAOEBtLALUBE_CO ACTEIZT1r1446MA1iM_V Dfl_ i< TY_PE EE9N7 __4 DM�14NM0; ;AAWST'tiJRECON7RCILTE5T9'OFTHE WSDOT STANDARpSpECIFICATIODIS 7N PERMEABLE E?AVENIENT mND OTHER INFILTRATION AT1EASsALL iTRENCH BACKFILL'S}IAL,1.. BE FIRM AND UNYIELDING BUT,IN NO CASE SHALLBE COMPACTED; TO MORE THAN 92% OF MAXIMUM DRY DENSITY; R N'CUTTING-- - '..1 Y. T _,N. E D XIST NG ROADWA S FOR 6 MTDRAI ': G IS N T ALLOWED.0 L SS SPEC( ICA4.LY. PP BY H C 1�` N E5 E NR D E LI E 1 D E OWORK R6kE D d3 I F_.. � � F APPROVEDPLANS. CUT SHALL'?BE RE6TORED 1NIL'iCGORO'F,NCE WITH; THE CITY TRENCH RESTORA'T1ON_STANI 11T ALEPIPE AND 6TRUC1URE$ SHALL BE STAKED FOR SURVEY LINE ANO GRAUEI PR14R TO THE STARPSTRur OFCpNrl ]N (WHERE $HO 4t 't#� Vt1E PLANS'6R 4YNERE. -- -- - - - - I - - -- M H A IN -- A 3 RAGE AS STAK D. I B iHEC EExISTING ANFKSCES. CAC B S B. OR IN SH BE D US7BD D E E -- T''j A+LIFLOWCONTROL.FACILFTIESSHP BEE&-RLFED.ANDINOP,ERATFONPfUCYRTCY.BRIM'CONJUNCTIONWRHANYCONSTRUCTKW-ACTM ;7TURGEMOTHERWfSE .APf'R[fVE¢ BY,'rHC;CIF,.Y! 2,:AL6,IPJP,E Amu APP.URTERMcESSNALIJBE;LAD.DN,A'PROPERLY;PREPARED FO NGA'T1ONLIN ACCORDANCE WITHIRE-GURRENT;STATE OR: WASHINGTON[STANDARD i9K ,4- I N_FSI_R. LYt,2A1}:; IP RID-W �STRUQT N THISG}WLI, INCJ:49FA NIE A_R LLL LING _ F IT EN_0H B(?TT_E Oft THEY QE TNE� OU PATtQN LA. • W - C E RED B ING `T ORM IRE. iDF-PIPEINLL' 7ulATER L`OMR T$ LS[N EDD CI iiRALJE BE •ISSLAEUIS'A5 _. � �_LIRIF_ TH+&TjFHE..ENT .Dili THk-- $UPP,.ORiT� �k�k'iINIF'CIRM4k1 DENSE, tINYIEL'DING' _-. 5E. A�,L PIPE: 6EDDIN ,SAND kiAOKFJ L`SIiALL $EAS`-SNOWF7THE,CY'jY,y'1'AI�D'Ah{�,�L'tSl'L,':�h./tDl �IN01 11STEEL PIPE SHALLIBLAL-UMINUILM OR GALVANIZED :WaMIASP.HALfi?REATMENt4, 22TOQ fl INSIDE AND OUTSIDE., 4 uLo B:E sTR�1CTURE��UCHAS CA IN$AND MANTIOI:E 3HA ' IB W H DUDTLE ON BOLT: FN LfoS PER d TTY TA 8AS 9 20+.-RI `20d20 204'3M AND 2114.50 STRUCTURES SHALL']HAVEQ NGULARORROUNO,-Sa3LID L10-3.9PREN L,ECTiNC.;RVIGOTF: AND OUTSIDE OFTHE.�ROADWAY.-- FIECTA NoTcot V'{'ROUND: SOLID LIDS WHEN NOTCOLLECTING RUNOFF, AND LOCATED, WITHIN THE, R6ADWAYl BUT, OUTSIDE OF. THEICURBIGIITTER LINE" F WOUND. SOLD LIDS PISP44YING:THE CITY LOGO WHEN -WIT IN THEPUBLIO. IGH7 OF WAY 'PR IN AN EASEMENT TO THE CITY , RIVRTE STRUCTURE LIDS_AUTSIDB PUBLIC RIGHT-OF-WAYAND EAS EMENTSITO THE CITY SHALL NOT DISPLAY, -THE CITY EOGOI. --- - -- - - -- - -- - 15, $fiIIDING3 AND l7TMER.STRl3C�RES BN__ALt @E PLAOEDUN ACC�DANC�WII?'L.-TABLE:4.'II,EASEM�NJ'�LIDTHS-ANTSBVILOING;S..ETBACKS.;LJMES �'IGHERENrO_N$WFI1_M. 16, LIDS FMANFf+DLI-ESrCATCIi $A9iFf$ WITH7N FUBLTC R3QFIT'Q�TITAI`y=,BARLL7�F, $E ATSJfISTED TFS FIF_U, I < iC'7 7Plf� YlFi A r6 lAHCSL' ICAFCFj "AM RIr+TS SHALL BE ADJUSTED TO BE.FLUSH WITH FINAL, FINISHED iG ADECUNLESS O-TITERI^ll$E'5HOWN:; T ALL DRIVEWAY CULVERTS LOCATED R DWITTIIN CiTY-R('iHT-OWA1EIF HALL BE,OF SUFFICIENT LENGTH,T() PROVIDE A:MINIMUh4 00.iI SLOPE FROM TNE.EDGE OF THE DRIVEVVAY ATER STANDARD FP D!STD. PLAN - 267:00' qA PUBLICWORKS( SURFACEWATER S Rp RLAN g/2s/,201 DEPARTMENT NOTES (1 OF'12) �A mmcxrounx.c�.le.ro:- L`D�...M � 0, i R CLEAN SURFACE AND BOTTOM AREA PROVIDE UNIFORM CONTACT.,-MF SWIFA09:1 AREA OF THE BASE SECTION MUST BE MORTARE D TO THV_B OM�WEA OF THE! ADJUSTMENTSECTION NOTE$:! s_ e I811lI M®ICI Sl�il®Y I®I �1� S�11� � 1111E�llEli 91101EIMI BLIII IMLIE! N��Ji FINAL ELEVATION OF PAV 'tiT UT Ch � .➢(TIJ' 1'I" �1hC , F,U TTI-THE.F E E HE EMe. T 1a JH C.4 F,R e `11NG .. " ', ..- fl'11-81 4N 1 $#.'r �,d1S54GN THEREAFTER IS GIVEN BY THE ENGINEER 'r ARIi 0.:. 4'E1l�i'2^L11W_!?AR4�A'ItRR1EiA101 T -3':, _.. _.. I2 W-IMS BHJEGE NDfBE kiSED Ti3 SETFR�y►�EiTDORI�D 'iNEiISE 6F gFYiMS IS PiiOF Irm CbrIR UOUS'� ENN S ANO R CK' PRIOR, TOPACN PLY11Y APPROVALGF'ITHE CTTY,THE USE DT-M CKS TG P,ERWTTED WHERE THEBRICKSARE -STAGZEREE TO CREATE A RUNNINGBOWPI BOND S, B SE SECIION SKALLRESEAL'ED'tO:TtiE BOTTDAWEAOF TIIEAa, USTMENT-SFOT4ON WIT11 MORTAR S, MORTWSHAU4, MEErTTHK:REgUIR€.M€IST"FWSDOYIAPWA GT'PdJDARD S�ECiFICAT10N.3g4.'.i�.. MI PICK'IL"NGHOLESARE'-'tOOEGROLITEDWATER."IIGH7'. GROU7`�TYRE2€ORNON•SHRINKAPPLICATtONSINACCORDANCEWITNSTANDARD SPECIFICATION 9.20.3(2} li�.�tiflLll�FF�At'(�CIEII �UE��STLts'�` I�If�CTl�il��., L I=ME SFLSLL, BE.RTFJR75SEff_LpP It3.R�Q6. @Y'T/jP _L#FTFIC'' ki-€T;FlIEi5R+WITFI PA!AzMENT A5 L1ETEiTMYF1E4T1V IAI$T3i,AiGFIT,EDGE 47F &UFFkCIENT LENGTH. NU ALt• MORTAR JOINT$ SHALL $E TRIMMED FLUSH AND REMAIN, VISIBLE UPON COMPLETION, U141.E55-OTHERWISE. NOTED, DRAWING I$ NOTTO 5CAL"NOI STD. PLAN - 202.00 PUBMWORK5CATCH BASIN INSTALLATION RD g - T AVT - IGAZ 174t i& 11 �oc1ISIfl0 Ewgki a V. THE FOLLOWING IS A LISTING OFFGFNERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET ALL THE NOTES ON. THE LIST MAY NOT PERTAIN TO EVERY (PROJECT. THE APPLICANT OROWM=R HE_ REB-YREFERREOTGA APP F1CANT 'MAV STRIKE 4UT;.IRRELEVA_NT-N TES IFIN TAPPLICABLE TTH PftDJECT.H W R „-I_T_H-E A>PANI SHALL NOTRENUMBERI ORE 4ITTHEiEMAI 110NALN TES ARE NEEDED SPEC(F ICA PE T ,'THEY5HAgpENOD ❑AFTERTHE_ SURFACE WATER AHDPI,14NNOTES ' STAND . ObI FOR EROSION PROTECTION Or R040SIDE DITGf#SS WHERE" Uj#E"HALL SEOF, SOUND 640pft*F{t?CK_PkA0flD;70;JgM1ryIM�pEpTH OF ONE 111 FOOT 'AND SMALL MEET THE FOLLOWING SPECIE ICATIONS 1 .�. al:4 INCH ROCK /"46P Y9Ye PASSING :N It NCHROCKl7J0--4 %P .AND, A=ccNG P IFE&S'fHAl4B 1N0i-tJ'14 2i!'4 ASS W 9 GD�AINAGESY3TE 'AN Ra lJ5 UT=.SYSTE SHALL EIN RCONNEC EAIJGSHALC"SElS- TEL - YC LEG D W3jO 7 FTIN-_ M�_9`M��OW_-- ►_-- JC- �E --TS-- - �JC�t t_TR I[A_ �LH ;CONVEYANCE SYSTEM ,,ORTTOWCON7ROL FACBJTY ON THE SME; UNLESSAPPROVEG BY THE CITY.(, FOOTING DRAINS SHALkWCFIaECONNECTED T6'.-ON§IT4 aM1 IS': N M 7 BHA -TOPP W A T+ KI t MA K D'S RM'- H T T_H� P RTt '+10' END OF CN iSTOR RAIN B LL BE CA PE -CI: N UT ED 1 H abL LOC NG L D R E T S LIH.'A ED E PRO E 1 iIKEOFLATIBE POINTIOF CONNECTION OF ' -A PR IVATL!S'�TORM DRAINAGE CONVEYANCE 5Y5TEM PER THE CITY STANDARD PLAN 2mIXL AT -- M SYST M EXT NSIO S S - e F LI _--- G J3YA:,s - Y - -LICE S IN ASH TON 3# STAY '"CUT9H TS - DE§ ALl°BL�1 - E _ E -N HAL��_ AKA - NDAN2_ RAGE __- URVE6R__-ir_�-N� IN_G_ B,ANP ;_-E� BHALh_�EJ�JiC7�9- - '<4TH CITY PRIOR TO I,CON5TRUCTION;, ;NEWLY SHA iNSTAtLEDAND.N£WLY'REHA II'`ITATED'{Js}lBLK; 0.PRIVATEI STORM GOtd_ YANCE SYSTELTSLLBE INSPECTE❑BY MEA.t+1S OFIREMQTE CC71 'ACCOR IN T TE CITY TANDAR PJ26500 CCT:YNSPECTfONS ANO REPORTSIS514L _ BES EMITTED 1TO TH.E C TYPRIORI RE- C IVING PPRRV..A T I PROECTCURBS,;GUTTERSANIDIORP1VMEN7!, N .. 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CIVIL ENGINEERING `•f7� � Z• e;W 111 LANDSCAPE ARCHITECTURE PLANNING o<-Fs /STE**SURVEYING G s' DESIG N TONAL EN 11-Lf-ZI 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS R-409406 RECORD DRA WING SURVEYED: SCALE: DATE: ROW VERTICAL: NAVD 1988 • CITY 0 F OCT 2021 HORIZONTAL NAD 1983/1991 DESIGNED: SHY FlELDEIOOK: R E N TO N PAGE DRAWN: SES UTILITY PLAN DETAILS • � DRAWING NO: ONE INCH DATUM CHECKED: SHIV AT FULL SCALE Planning/Building/Public Works Dept. C4. 31 IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: / SCALE ACCORDINGLY SHEET, �p OF, 11 A