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"qh 11-O N O k S FOUND 0.5" BRASS PIN IN--* CONCRETE WITH PUNCH IN CASE (RENT 1229, HELD FOR ROTATION) I I FOUND 0.5" BRASS PIN IN -- CONCRETE WITH PUNCH IN CASE DOWN 0.57' FOUND 0.5" BRASS PIN IN CONCRETE WITH PUNCH IN CASE DOWN 1.02' (RENT 1227 HELD FOR POSITION, EL• 154.74) V � - S 45TH PL FOUND 4X4 CONCRETE vONUMENT WITH 2" BRASS DISC WITH X IN CASE DOWN 0.97' ct R_ m J S �E°NN° REAAn z MR PROPERtt - CCPNER HORIZONTAL CONTROL DIAGRAM 1 " = 50' UT/L / TY CONTA CTS ELECTRICITY/NATURAL GAS.• PUGET SOUND ENERGY P 0 BOX 97034 BELLEVUE, WASHINGTON 98009 1-800-J21-7890 CABLE COUCAST 14870 NE 95TH STREET REDMOND, WASHINGTON 98052 1-877-824-2288 TESC SUPERVISOR SEWERIWATER CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98057 425-430-7234 CIVIL CONSTRUCTION PERMIT Kip rso G LOT lV GAR, DIVER /14 C17YOFRENTON, WASHINGTON RECORD DRA WINGS SW 7 /4, NE 7 /4, SEC. 31, TWP. 23 N., RGE. 5 E., W.M. EVER LEGAL DESCRIPTION SHEET INDEX THE SOUTH 5.5 ACRES OF THE NORTH 25.5 ACRES OF THA T PORTION OF C'/VIL; THE SOUTH HALF OF THE C1.01 TITLE SHEET HORIZONTAL AND VERTICAL CONTROL SHEET NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, C1.02 BOUNDARY AND TOPOGRAPHIC SHEET WASHINGTON, L Y/NG EASTERL Y OF THE SPR/NGBROOK ROAD AND L Y/NG C1. 0i SITE AND COMPOSITE UTILITY PLAN SOUTHERLY OF THE CARR ROAD; EXCEPT THAT PORT/ON L Y/NG EASTERL Y OF A LINE DESCR/BED AS C2 01 TEMPORARY EROSION AND SEDWENTA TION CONTROL PLAN FOLLOWS:• C2 31 TESC NOTES AND DETAILS C,3 01 ROAD AND GRADING PLAN BEGINNING AT THE EAST QUARTER CORNER OF SAID SECT/ON 31; THENCE ALONG THE EAST LINE OF SAID SECTION NORTH 175'13" EAST A CJ 21 PARKING L OT PROFILES DISTANCE OF 659.00 FEET, C3W 31 ROAD AND GRADING DETAILS THENCE ALONG THE NORTH LINE OF SAID 5.5 ACRES NORTH 890028" C4 01 UTILITY PLAN WEST A DISTANCE OF 667.65 FEET TO THE WEST LINE OF A GRA VEL PIT, C4.31 UTILITY DETAILS THENCE CON77NUING NORTH 890028" WEST 481.00 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCR/BED LINE;305-LL PERMITNUMBER O THENCE SOUTH 021 '10" WEST 181.16 FEET TO THE SOUTH LINE OF SAID TPN' 3- PUg�SC g8055 5.5 ACRES AND THE TERU/NUS OF CI AIL CONSTRUCTION- C23002174 1 SAID DESCRIBED LINE. 4430 OWNER APPL/CANT NOTES N89 0154 W 144.10 TODD AND POLL Y PROPERTIES, LLC CONTACT POLL Y GARDNER 1. ALL TITLE INFORMATION SHOWN ON TH/S MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE (206) 419-9777 INSURANCE COMPANY GUARANTEE NUMBER 0140333-16 DATED DECEMBER 11, 2018. IN o i PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH - ENG/NEER/SURVEYOR NOR /S CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED T N: 312305-9C L PROJECT T. GARDNER o CORE DESIGN INC° CHICAGO TITLE COMPANY GUARANTEE. CORE DESIGN, INC. HAS RELIED WHOLL Y ON CHICAGO 12 TALBOT R N SITE J 12100 NE 1957H ST, SUITE TITLE COUPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE TH/S SURVEY 4 A 98055 = BOTHELL, WASHINGTON 98011 AND THEREFORE CORE DESIGN, INC. QUAL/F/ES THE MAPS ACCURACY AND COMPLETENESS TO 5 =. ° �,°.._.., 094 1 � (425) 885-7877 THAT EXTENT. �yG� 6 : ', NT00 L� CONTACT ROBERT D. WEST, P.L.S. - SURVEYOR 312305' :::'• PN iNN'R :Y..:.•�.Y.: ;��:;' SHERI H. MURA TA, P.E. - ENGINEER 2. THIS SURVEY REPRESENTS V/S/BLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON ✓UNE 28, _ HER 2023. ALL SURVEY CONTROL INDICATED AS FOUND WAS RECOI/ERED FOR THIS PROJECT IN 8 1 1 9 DECEMBER, 2018. ° 1 1 11 SITE I YFOR/Y A T/O/ Y 3. PROPERTY AREA = 26,294f SQUARE FEET (0.6036-1 ACRES 12 .... PARCEL NO. 3123059069 4. CONTOUR INTERVAL = 2 FEET. i R P SET RESAA W/ CAP SiAMPE° '�RE "555" ADDRESS.- 4512 TALBOT RD 5. ELEVATION AND/OR CONTOUR /NFORMAT/ON SHOWN HEREON /S GENERATED FROM DIRECT J PROPERTY AREA: 26,294 SF 0.60 AC ( ) FIELD OBSERVAT/ON. SAID /NFORUAT/ON MEETS US NATIONAL MAPPING STANDARDS AND /S T NAIL W/ WASHEA �� �� 14616 ACCURATE TO WITHIN ONE-HALF THE CONTOUR INTERVAL. 'RNPED C°AS5l�- NNL�WAAIER 3123R�N�ON LLL 51MPE° °°AE^�5' - EX/STING ZONING- CO 6. BOUNDARY /NFORMAT/ON SHOWN HEREON /S FROM PLAT OF ONE VALLEY PLACE, RECORDED THE UY SEISMIC DESIGN CATEGORY D2 /N VOLUME 125, PAGE 10, KING COUNTY, WASHINGTON, AND MAP NUMBER 301-13 WEF SPR/NGBROOK ROAD, RECORDED IN COUNCIL'S RECORD VOLUME 23, PAGE 1626. TOPOGRAPHIC STRUCTURAL DESIGN CRITERIA: 2015 /BC CH. 1609, ASCE 7-10 CH. 26-30 INFORMATION SHOWN HEREON /S RELATED TO THE BOUNDARY BY DIRECT FIELD OBSERVATION FROM CONTROLLING UONUMENTATION. IBC DESIGNATION OF OCCUPANCY GROUP. GROUP B 7. THIS /S 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 REZATIONSH/PS BETWEEN THE CONTROLLING DATUM MONUUENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED /N HA 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE NA VD88 MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS. 8. UTILITIES OTHER THAN THOSE SHOWNMA Y EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH OR/G/NA TING BEI VCHMAR`( EVIDENCE OF THEIR INSTALLATION V/S/BLE AT GROUND SURFACE OR AS MARKED BY 811 OR OTHER UTILITY LOCATING PROVIDERS ARE SHOWN HEREON. UNDERGROUND UTILITY FOUND MONUMENT /N TAL80T RD S SHOWN HEREON. RENT1227 EL: 154. 74 L OCA TONS SHOWN ARE APPROX/MA TE ONL Y. UNDERGROUND CONNECTIONS ARE SHOWN AS C STRAIGHT LINES BETWEEN SURFACE EVIDENCE OF UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURIES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE- BEEN TAKEN FROM PUBLIC RECORDS. CLIENT UNDERSTANDS THAT CORE DESIGN BASIS OF BEARINGS ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR PAINTED UTILITY LOCATIONS. N050823NE BETWEEN CITY OF RENTON MONUMENTS RENT 1227 AND RENT 1229 gIDEKO�j�, •'pF - :hP e49 �. o�•, 41846 e- �OA- G/STE?� •• FSS�ONAL EN�'\� z-zo-z� 6FtisoN V LO > J S 36 ¢ ST �P 174>j{ ST S3 L Z� PL w �o 6� Z O N ¢ 0 SW 41S ST � o v"'i SE CARR RD s1 S/T S 45TH PL JP S 47TH ST S 48TH ST o oA m S 187TH ST n S 51ST ST Q ¢ FE S 190TH ST o z S 53RD PL S 192ND ST S 192ND ST SE 192ND ST o 0 VICINITYMAP 1 " = 2, 000'f PROJECT NO. 18242 CIVIL ENGINEERING com LANDSCAPE ARCHITECTURE PLANNING �zm� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS R-42640 7 RECORD DRA.WING SURVEYED: ROW SCALE: VERTICAL,NAw 1988 DATE: IAN HORIZONTAL: NAD 19Ti3/1991 . DESIGNED: SHY � - � C T Y OF TITLE SHEET/HORIZONTAL AND FIELDBOOK: 2022 DRAWN: SES RENTON ONE INDATU M VERTICAL CONTROL SHEET DRAWING NO: CH CHECKED: SHY AT FULL SCALE Planning/Building/Public Works Dept. Cl 01 IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHY SCALE ACCORDINGLY SHEET: ' OF, 10 I* 0 LEGEND 9 O ® FOUND MONUMENT, AS NOTED O FOUND PROPERTY CORNER, AS NOTED O SEWER MANHOLE n CATCH BASIN TYPE I 0 CATCH BASIN TYPE II O YARD DRAIN ® WATER METER FIRE HYDRANT IRRIGATION METER ® IRRIGATION VALVE UTILITY POLE (- GUY ANCHOR ® POWER METER ® COMMUNICATION PEDESTAL JUNCTION BOX YARD LIGHT SIGN, AS NOTED 03M ROCKERY CONIFEROUS TREE 0 DECIDUOUS TREE Q' PINE MAPLE DECIDUOUS FVC FACE VERTICAL CURB D/W DRIVEWAY WCR WHEELCHAIR RAMP ss SEWER PIPE s0 DRAINAGE PIPE W WATER PIPE GAS LINE OHP OVERHEAD POWER cM UNDERGROUND COMMUNICATIONS P UNDERGROUND POWER X FENCE LINE I I I N89'01'20"W 691.43 FOUND 4X4 CONCRETE MONUMENT WITH 2" BRASS DISC WITH X IN CASE DOWN 0.36' I S 45TH PL -4- 0 a 0 d .4a CB 8032 TYPE RIM EL=148.75 ° 6"CONC(S)IE=146.50 a 0 d. ° a a � FOUND 0.5" BRASS PIN IN CONCRETE WITH PUNCH IN 0.57' FOUND 0.5" BRASS PIN IN- ' CONCRETE WITH PUNCH IN CASE (RENT 1229, HELD FOR ROTATION) I I I I I I I I I I I I I I I I I I I I I i I �n I I I I i I I I I I I I 4 I al y I. CB #8073. TYPE I g010 31" T LtC 055 TPN. TFL60 5 98 C�Au60T RO BUILDING 4430 CB 18146, TYPE I RIM EL=156.68 4"PVC(NE)IE=155.45 0 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 x VBF N99 O1 '54"W �44.10 �' x SD SSMH �8074 i N I I DECK WITH STAIRS RIM EL=150.37 PER ASBUILTS N i D W I 8"PVC(S)IE=145.17 8"PVC(W)IE=139.02 I SDMH I8147, TYPE II 12"PVC(S)IE=138.72 I RIM EL=157.10 ONE STORY WOOD "•12"PVC(N)IE=138.62 i 36"CMP(S)IE=151.70 FRAMED BUILDING I � o I CONIC BLOCK WALL c� I T LZ \ SIGN FOR "SWANSON i a I NO PARKING GARDNER ATTORNEY I I SDMH 7003, TYPE II I as TPNT. 3GARDNER069 AT LAW a RIM EL=159.04 ° 6"PVC(S)IE=155.19 4512 TALBOT RD S BRICK COLUMN 8"CMP(W)IE=151.64 98055 I SDMH 8148 TYPE II a 8"CMP(E)IE=151.64 / I N'I I RIM EL=158.93 I � ? s i 36"CMP(N)IE=151.48 I.' a 3 D SD s 8"CMP(W)IE=151.28 $ CB 8095 TYPE I I 0 RIM EL=152.74 .... ........8"CMP(E)IE=151.2 cr 8"CMP(W)IE=151.16 I 10' ROADWAY & 8 j UTILITIES EASEMENT II.- ii 3 1 I i REC. NO. 8610311897 W ASPHALT I i � A �5 '•.. 4•I RAMP I I 00 i BUILDING OVERHANG I I U-) I 3 I a d• I I d. O I d A I 3 so CB 7004 TYPE I SDCO RIM EL=159.96 RIM EL=162.02W ON TOP I YD 7011, TYPE I 6"PVC(E)IE=156.41 6"PVC(E)IE=158.001 •..., RIM EL=161.94 6"PVC(N)IE=156.21 6"PVC(N)IE=158.00 4"PVC E IE-161.24 API ROX DE SEWER .• ° i �' I 4"PVC( )IE=161.24 LINE PER ASBUILTS a TREEI DRIPLINE (TYP.) o FOUND 0.5" BRASS PIN IN j I p CONCRETE WITH PUNCH IN CASE I I a CONC BLOCK WALLQ'1� DOWN 1.02' (RENT 1227 HELD I SET REBAR W/ CAP sD sD sD FOR POSITION, EL:154.74) I i STAMPED "CORE 4 SDCO SD RIM EL=164.40 VERHANG SECURITY SSMH 11269 I STREET SIGN, ------_'- - - - - 6"PVC(E)IE=158.38------_ CAMERA IN USE RIM EL=166.75 6.26 i ' ' NO PARKING i 6"PVC(N)IE=158.38 CB #11275, TYPE I - - - - - - - - - - - - - - - - - - - / I 6"PVC(NE)IE=158.38 RIM EL=161.46 8 FOUND 4X4 CONCRETE MONUMENT WITH 2" BRASS DISC cSSMH PER ASBUILT SS -j - - - s5 - - - �� - s0 D SD - ' I - 7' 1D/W�`° a' --I------ ------------------- 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 I... I �W 9 ---- �� 30.00 - L�j r 4.4 FVC VERTICAL DATUM NAVD88 ORIGINATING BENCHMARK FOUND MONUMENT IN TALBOT RD S SHOWN HEREON. RENT1227 EL: 154.74 BASIS OF BEARINGS SCALE: 1 " = 20' 0 10 20 40 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. 0.1 2. MAP NUMBER 301-13 SPRINGBROOK ROAD, RECORDED IN COUNCIL'S RECORD VOLUME 23, PAGE 1626. LEGAL DESCRIPTION 909A PLC 312305- ON ON 1I TPN�L.i INN' I WEAINER I I YD 7015 TYPE I RIM EL=162.12 I 4"PVC(N)IE=161.27 4"PVC(E)IE=161.22 I SET REBAR W/ CAP I STAMPED "CORE 446 I 3 I SD--I/ D I I SS OH 3 0 dl - _ _ OHP OHP O P OHP W OHP W OHP W ----------- :. rS 00 N89 0154 "W 146.16 p� p a FOUND REBAR 26.6' - SET_NAIL W/ WASHER S L/NE OF THE S 5.5 ACRES OF THE N 25..5 W OF PROPERTY - - - STAMPED 'CORE 44653 - - - - - - -ACRE-,OF- &AZ-20R-770a 9E WE_5-HAF-TF THE r - - '� 9 CORNER NE QUARTER OF SEC 31-23-5 OHP P o ° CB 1809131 N . TYPE I 20' ROADWAY EASEMENT 30d,9 TON uLCI RIM EL=156.16 REC. NO. 5973181 LPN: N�REN ° 11254.79 PPVC(SI)IE 1154 7 WEPTHER�Y i I I � 3 Ln N 12"CMP(N)IE=154.11 SSMH 8213 RIM EL=156.76 12"PVC(S)IE=146.21 y 12"PVC(N)IE=146.06 Ln U" I CB PEK ASBUILTS MH PE I SET NAIL 1 WASHER I STAMPED "CORE 44653 _ - - J 10' ELECTRIC LINE EASEMENT REC. NO. 6023496 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 11513" 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 0'21'10" 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 AND MODIFIED UNDER RECORDING NUMBER 20190830000759. (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) 4. THIS SITE IS SUBJECT TO A PSE UTILITY EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20190926000715. (FOLLOWS PSE FACILITIES AS CONSTRUCTED, NOTHING TO PLOT) NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY GUARANTEE NUMBER 0140333-16 3RD REVISION DATED JULY 26, 2023. 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 JUNE 28, 2023. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN DECEMBER, 2018. 3. PROPERTY AREA = 26,294f SQUARE FEET (0.6036f 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. R-426402 RECORD DRAWING SURVEYED: RDW SCALE. VERTICAL• NAVD 1988 HORIZONTAL NAD 1983/1991 DESIGNED: DRAWN: ONE INCH DATU M CHECKED: SHY AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR NWMD; SHY SCALE ACCORDINGLY T NO. 18242 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 1-31-23 IN COMPLIANCE WITH CITY OF RENTON STANDARDS • CITY OF RENTON U'R N4mov BOUNDARY AND TOPOGRAPHIC SHEET Planning/Building/Public Works Dept. ,IAN. 2022 PAGE: Cl. 02 T: 2 OF: 10 1 cn 0 0 cn J i� CN O V S 45TH PL k S 0 0 0 0 0 z \ i ,I I I, I I I�to I� I I I I I I I I ? I I I � II 10' ROADI WA Y AND UTl ITIES EASEMENT RE . NO.. 8610311897 0 EX/ST/NG ROW TREES cc m �I IJQ► I wN I I �s I o< N I i I i EXISTING S/DE SEWER STUB (NOT CONNECTED TO THE BUILDING) PROTECT EX/STING TRANSFORMER INSTALLED BY WEATHERL Y INN PROJECT DURING CONSTRUCTION I I �3b -1 1 �0 P- REMOI/E EX/STING EX/STING SPLASH BLOCK EXIST/NG ROCKERY ' TO REMAIN I i 1 I I L— F —- R-426403 RECORD DRAWING SURVEYED: ROW SCALE: VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: SHY DRAWN: SES ONE INCH DATU M CHECKED: SHM AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHY SCALE ACCORDINGLY SCALE: 1" = 20' 0 10 20 40 PARKING PARKING STALL SIZE LENGTH = 20' 0" PARKING DEPTH CAN BE REDUCED TO 18' WITH 2' OF CAR HANG OWR WIDTH = 9' 0" ADA PARKING STALL SIZE LENGTH= 20' 0" WIDTH= 8-0 " ACCESS WIDTH= 5' 0" A MIN/MUM OF 2.0 PER 1, 000 SQUARE FEET OF NET FLOOR AREA AND MAX/MUM OF 4.5 PARKING SPACE PER 1,000 SQUARE FEET OF NET FLOOR AREA. 6,082 SF OF BUILDING STRUCTURE 12 PARKING STALLS M/N. 27 PARKING STALLS MAX. 15 STANDARD STALLS 2 COMPACT (8.5' WIDE) 17 STALLS TOTAL SITE STA TIS TICS FRONT SETBACK - '1' 0" BUILDING LESS THAN 25' HT. REAR YARD- 0' S/DE YARD - 0' MIN. LOT SIZE - 25, 000 50 FT LOT AREA 26,294 SO FT HEIGHT LIMIT 250' A90Vf- AVERAGE BUILDING fZf-VATION IMPERWOUS SURFACE 759 MAX OF GROSS LOT AREA NEW /MPERWOUS SURFACE (PARKING) 3, 866 SO FT BUILDING COVE -RAGE 659 OF TOTAL LOT AREA 26,294 SO FT X .65 17, 091.1 SO FT MAX TOTAL BUILDING COVERAGE 6,102 50 FT EXISTING / 239 TOTAL BUILDING COVE -RAGE PROJECT NO. 18242 ,� gIDEKO ••pF•WA•'cy�, ' Z: CIVIL ENGINEERING � LANDSCAPE ARCHITECTURE o'• 41846 PLANNING �O - GisrE RF,O •, •tie com DESIGN SURVEYING FSS�ONAL �zw�E\� 2-20-Z5 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENT 0 N SITE AND COMPOSITE UTILITY PLAN Planning/Building/Public Works Dept. JAN. 2022 PAGE: C1. 03 T. 3 OF: 10 02 0 r41 S 45TH PL o ° I� ° 14Z) I I / \ � I CB 8032 TYPE I RIM EL-148.75 6"CONC(S)IE=146.50 a I I 2 o I I I I a ° + I ° 4 I o i 5 a. z \ I �L FOUND 0.5" BRASS PIN INS CONCRETE WITH PUNCH IN / \ CASE DOWN 0 57'' 1 SSN. / I. , I 1 9f 06 _ o ° TING DR1Vf_WA Y AS - ?UCT/ON DR/l/EWA Y D / ° I I� I I w PARKING I TCH BASIN INSERT PER 12 O.R. STD PLAN 216.30 SHEET C2.31 (TYP) s i I cn EX/STING ROW TREES Q TO BE REMAIN cc I. I ca �� I J W �I = II � I F' O I � G I APPROX. LINE PE FOUND 0.5" BRASS PIN IN 1 CONCRETE WITH PUNCH IN CASE 1 DOWN 1.02' (RENT 1227 HELD FOR POSITION, EL:154.74) FOUND 4X4 CONCRETE I MONUMENT WITH 2" BRASS DISC (.SSMH PER ASBUILT o f 7' I. D./ Ia J ° CB 8073 TYPE I / RIM EL-148.80 12"CMP(S)IE=145.45 18"CONC(N)IE-145.40 CB 8072 TYPE I v RIM EL=148.60 4"PVC(S)IE=146.59 1. 4"PVC(W)IE-146.53 El / _IRIM EL=150. 7 8"PVC S)IE=1 5.17 / 8"PVC(W)IE-139.02 / 12"PVC(S)IE= 38.72 9010 TP , 1 TR0� 98055 0 � ,LBO BUILDING 443 CB 8146 TYPE I FP4"PVC(NE)IE-1 EL=156.68 55.455 / 6"CPEP(E)IE=154.77.. o r 4"CPEP(N)IE=154.70 4"CPEP(N)IE=154.55 �?"CMP(S)IF=154.53 VBF X N89°01'54"W 144.10 ;-- - h JILT � _ I if 16 ... / / SDMH 8147 (TYPE II RIM EL-157.10 36"CMP(S)IE, 151.70 REMOVE EX/STING CURB OCK WALL (TYP) ECK WITH STAIRS ONE STORY WOOD FRAMED BUILDING N FOR "SWANSON EXISTING PARKING GARDNER T_C`1-1' /AT LAW" SDMH 7003, TYPE TO REMAIN iPN: 312305-9069 RIM EL-159.04 I T. GARDNER CPVC(S)IE=155.19 I / PktTCK COLUM 4512 98055 RD S 18"CMP(W)IE-151.64 'SDMH 8148, TYPE II � ° _r/ 8"CMP(E)IE-151.64 / 4 "V I I RIM EL=158.93 I L�= I 0 36"CMP(N)IE-151.48 1 sD-I I 91- 1 \8"CMP W IE-151.28 ICB 8095 TYPE S RIM EL-152.74 �.., 8"CMP(E)IE=151.24 8"CMP(W)IE=151.16 I I 10' ROADWAY & B UTILITIES EASEANT I°-° REC. NO. 8619311897 �1 °O ASPHALT RAMP I co / I I BUILDING OVERHANG f)f N DISTURBED AREA CD 15,024 SF (0.34 AC) SD V CB 004, TYP I SDCO� RIM EL=159�96 RIM EL=162.023F O'� OP \ YD 7011, TYPE I 6"PVC(E)IE=15 41 6"PVC(E)IE=158.001 ... RIM EL-161.94 6"PVC(N)IE-156'.21 6"PVC(N)IE=158.00 4"PVC(E)IE=161.24 w 0 CV EXISTING ROCKERY EX/STING BUILDING I I � I I I I I I I I L_ I I I I I I I 4 312305REN�ON L G NERLY 1NN I wEP I I I I I SIDE SEWER. I 0 4"PVC(W)IE-161.24 _ I YD 7015, TYPE I R ASBUILTS 1 a I TRL, 113 P INE (TYP.4 I RIM EL=162.12 �� i s I 9 1 I 4"PVC(N)IE=161.27 ° - CNC LOCK WALLQ'1 I �/4"PVC(E)IE=161.22 SE REBAR W/ CAP I SDCO SD ❑ D 0 / SD I ST IMBED "CORE 4 SD * I RIM EL- 64.40 VERHANG _ SECURITY P �SSMH 11269 SET REBAR W/ CAP STREET SIGN, / � _ _ VC(E)IE=158.38- --s -- ^\MERA IN USE RIM EL-166.75 I STAMPED "CORE 446 _ 55 i .... NO PARKING \ 6' C(N)IE=158.38 CB 11275 TYPE - L----- ---------- -- --- �b ° / I 6" V (N = 8.38 RIM EL=161.46 Je ILI- S PROTECT EX. _Ss - sD- - sD ° - -- -- - ---- W TRANSFORMER --------- ----- ° r� - o" DURING 9°015+ P W oHP o.00 CONSTRUC/ON � S LINE OF THE S 5.5 AC S OF THEN 25.5 ACRES OF THAT FOUND REBAR 26.6' SET_NAIL W/ WASHER / PORTION OF THE S HALF OF HE NE QUARTER OF SEC 31-23-5 W OF CORNERROPERTY - - - STAMPED "CORE 44653 - - - - 61 H . CB 8091 TYPE 20' ROADWAY EASEMENT 31230 RENTON LLOI RIM EL-156.16 REC. NO. 5973181 TPN �NN-I I 4"PVC(E)IE-154.79 EXISTING TREE NEATNERLY � 12"PVC(S)IE=154.17 TO REMOVf_D 12"CMP(N)IE=154.11 SILT FENCE PER C.O.R. ssMH 8213 I STD PLAN 214.00 RIM EL=156.76 SHEET C2.31 12"PVC(S)IE-146.21 12"PVC(N)IE-146.06 U) REVISION SS - 3 - - - - SET NAIL W/ WASHER STAMPED "_ CORE 44653 - J 10' ELECTRIC LINE EASEMENT REC. NO. 6023496 SCALE: 1" = 20' 0 10 20 40 CONSTRUCT/ON SEQUENCE 1. SCHEDULE A PR'CONS TRUCTION CONFERENCE WITH THE CITY DEl/ELOPMENT ENGINEER. ONCE THE MEETING /S HELD THE CIVIL CONSTRUCTION PERMIT WILL BE ISSUED. 2. FLAG THE LIMITS OF CLEARING, INSTALL CATCH BASIN INLET PROTECTION ON EX/STING CBS AND INSTALL PRO TEC77Vf- SILT FENCING WHERE INDICATED. 3. POST SIGN W/TH NAME AND PHONE NUMBER OF ESC SUPERW50R. 4. REMOI/E THE EX/STING CURB AS SHOWN ON THIS SHEET. 5. ROUGH GRADE THE PARKING LOT. 6. INSTALL PROPOSED STORM, PROTECT FROM S/LTATAT/ON AND CONNECT TO EX/STING STORM. 7. CONSTRUCT THE REMAINING STORM DRAINAGE FACILITIES PER THE ROAD & STORM DRAINAGE PLANS. PROTECT THESE FAC/L/TIES FROM DAMAGE AND SIL TAT/ON DURING CONSTRUCT/ONINSTALL INLET PROTECT/ON. F/NE GRADE PARKING LOT AND INSTALL PROPOSED CURB. 8. PA Vf- PARKING LOT. 9. HYDROSEED ANY REMAINING DISTURBED SURFACES. REMOI/E ALL TEMPORARY FACIL/TIES. PUMP ANY COLLECTED DEBRIS FROM STORM DRAINAGE SYSTEM. R-426404 RECORD DRAWING SURVEYED: RDW SCE: VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: SHY DRAWN: SES ONE INCH DATU M CHECKED: SHY AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: SHY SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. PROJECT NO. 18242 gIDEKO ,� •'pF • WAS,y� •'cy�, CIVIL ENGINEERING o, Z: LANDSCAPE ARCHITECTURE o'• 41846 •�� PLANNING �.�F 0A%r O. /STER SURVEYING sS/ONAL LNG DESIGN 2-20-1;_75 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS JAN. 2022 TEMPORARY EROSION AND PAGE--- SEDIMENT CONTROL PLAN DRAWING N0: C2.Ol SHEET: 4 OF: 10 DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6, WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1 ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) A6101• STD. PLAN - 268.00 oPUBLIC WORKS EROSION AND SEDIMENT CONTROL [PPROVE DEPARTMENT GAZ 9/28/2018 I STANDARD PLAN NOTES P"bl.- d-61 DATE :45 An DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 TOE IN 4" x 4" NOTES: 1. CONDITIONS OF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS. 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.3. TIRES, SAND BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. 2.4. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 213.30 UoO PUBLIC WORKS JPROM �„ DEPARTMENT PLASTIC COVERING GAZ 9/28/2018 1 P.b1c " Ad i DATE :45 AM DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' MAX. �I POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED I 14"x4" MIN. TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) Z MIN. I 1 12" MIN, I� I� NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC'S MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HA V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 U` DEPARTMENT o�• PUBLIC WORKS SILT FENCE PR GAZ 9/28/2018 I '" Pubk Wo Aammi n ., DATE :45 An DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DRAINAGE GRATE GRATE FRAME C- a SEDIMENT AND DEBRIS FILTERED WATER DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) BELOW INLET GRATE DEVICE 5" MAX. - TRIM OVERFLOW BYPASS BELOW INLET GRATE DEVICE RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE BIGD FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) A01STD. PLAN - 216.30 �o®• PUBLIC WORKS APPR ED: ` DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 v"bbc woes naminisnawr DATE R-426405 :45 AP PROJECT NO. 18242 gIDEKO •'pF • WA v •'cy�, c'4 0. CIVIL ENGINEERING com LANDSCAPE ARCHITECTURE -o'• 41846 •�� PLANNING �•:PF O. OA G/STO DESIGN SURVEYING sS�ONAL LNG 2-20-25 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 RECORD DRAWING SURVEYED: ROW SCALE: IZON AL: NAVD 1988 83/1 ' CITY 0 F HORIZONTAL: NAD 1983/1991 DESIGNED: SHY 'v DRAWN: SAS - RENTON L I ONE INCH DATUM CHECKED: SuU AT FULL SCALE Planning/Building/Public Works Dept. / //V/ IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED' SHE SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON STANDARDS TESC NOTES AND DETAILS ,IAN. 2022 PAGE: C2.31 T. 5 OF, 10 04 W W I i I � I I I I I I I I I I I I � I I I I I I I � I I I I I I I I I I I \ I I I I I I I I 3 I I I I I I -, 1 1 1 —,-" N O SURVEYED: RDW SCALE: DESIGNED: SHM DRAWN: SES ONE INCH CHECKED: SHM AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHM SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SCALE: 1" = 10' 0 5 10 20 3" HMA CLASS 112" 4" IN. 314" — >-112" MINUS CRUSHED ROCK �D �%)M�A� TO 959OF OR DENSTY(AS� NAT/I/ - SO4 PAVEMENT SECT/ON NO SCALE PROJECT NO. 18242 gIDEKO WAS,y���, CIVIL ENGINEERING lc� LANDSCAPE ARCHITECTURE o'• 41846 PLANNING C/STE\F •��' FSS�ONAL DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 o/ _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS s A/6 + Fes'^ C TY OF � RENTON Planning/Building/Public Works Dept. jj i -- i - - 't -- -- - __ i ,IAN. 2022 FIELDBOOK: PAGE: DRAWING NO: C3. 01 SHEET- 6 OF: 10 02 0 SO, "-1 I* om 0 MLf) � J O O O O I M N s r.� _ 6" _ CEMENT CONCRETE 1/2"R. 1- R. SIDEWALK RAMP VARIES OR LANDING FROM -f 2 6"TOO 6" T 3/8' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB -612_- SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 ; ' 1• 12• R. ROADWAY 2' 1 1 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURD 5 12" 1" 12' R. - - - V R. • I FACE OF ADJACENT CURB 1 1 � TOP OF • • ' +� • • GUTTER SURFACE' ROADWAY A e• PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT FACE OF CURB 6 112"- 5 1/2" 1" tit" R. - 1" R. 1:24 r 1 TOP OF is 1/2" R. ROADWAY ^ r� 1 r fD r 6 F r CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12'^ FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:24 TOP OF 112" R. ROADWAY I DEPRESSED CURB SECTION AT SIDEWALK RAMPS 318" 7 CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 1G4.2 PUBLIC WORKS STD. PLAN - 101 DEPARTMENT CEMENT CONCRETE CURBS 1'-0" 1' -0" ROUNDING 2.0% (jP SEE RAISED EDGE DETAIL - THIS SHEET 2' - 0" V-0" 1'-0" MIN. ROUNDING _ 2.0% NNN �J 'C,TPP� 3/8- PREMOLDED JOINT FILLER (TYP) _BEENOTE2 /8'R X 5/13'D DUMMY JOINT aEE NOTE2 2• D• b I I I � I I L - - CEMENT CONCRETE CURB AND GUTTER PLAN VIEW "'''ffSffS FACE OF CIENTERLINEOF +_� FRN.1E60FiATE l C� kL„S 6 1/2' 1.3 5 7 2" 1" (1.08') I 1 /2" R. 1 • R. MATCH FRAME AND ORATE -NOT INCLUDED IN CURa AND 01117TERB10 ITEM ROADWAY SLOPE TOP OF RECESS ROADWAY q D • q., q-•. ADJUSTMENT SECrIGN- NOT INCLUDED n' q' IN CURB AND GUTTER BID UEM •. ', CATCH BASLY - NOT INCLUDED q .. q IN CUBE AND GUTTER BID ITEM • -'D _ 1 SECTION O GENERAL NOTES: ?1 ` 1. The intent of this design Into facilitate the removal of a catch basin with minimal disturbance f of the curb. 2. The expanslon Joints of the adjacent sidewalk shall be adjusted to be In line With these curb expansion joints. ISO�ETHIC VIEW SM CEENT CONCRETE CUR• PLAN - 301.1 MB ®y PUBLIC WORKS I1111STALLATION AT PRO D: iA DEPARTMENT CATCH BASINS SIDEWALK (SEE CONTRACT) FOR SIDE TREATMENT SIDEWALK 6 1/2" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) 1/2"1/2" (IN) R. (TYP-) " (IN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM - 1 2.0% MAX. 'v 2.0% MAX. SEE STANDARD PLAN F-10.12 3/8" (IN) PREMOLDED SEE CURB FACE DETAIL JOINT FILLER WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE O1 FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE CURB AND SIDEWALK (SEE CONTRACT) CURB NOT INCLUDED IN BID ITEM - 1 2.0% MAX SEE STANDARD PLAN F-10.12 'v 3/8" (IN) PREMOLDED WALL OR BARRIER JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) SIDEWALK 1/2" (IN) R. 0 ALL CUT MIN. (SEE CONTRACT) v SLOPES a 1/2" (IN) R. (TYP.) CO J 2.0% 1 CURB NOT INCLUDED IN BID ITEM -- - 2.0% MAX. SEE STANDARD PLAN F-10.12 NO` AozoE 0 3/8" (IN) PREMOLDED JOINT FILLER NOTE 1. Gratings, Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the sidewalk must have slip resistant surfaces, be flush with surface, and match grade of the sidewalk. SIDEWALK 3/8" (IN) PREMOLDED JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL ADJACENT TO CURB BRIDGE OR PEDESTRIAN RAILING BARRIER - SEE SIDEWALK CONTRACT PLANS ��� (SEE CONTRACT) i 1/2" (IN) R. (TYP.) � I � FLUSH I 'v 2_0% MAX. VERTICAL WALL 3/8" (IN) PREMOLDED SEE DETAIL JOINT FILLER (TYP.) ADJACENT TO CURB AND RAILING OR WALL 3- 0" MIN. FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) SECTIONS 1 1/2" (IN) R. 2.0% MAX. (TYP.) FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -• FLUSH IF PAVED ADJACENT TO BUFFER STRIP 6„ LEVEL 112" CURB NOT INCLUDED IN BID ITEM - 1/2" (IN) R. SEE STANDARD PLAN F-10.12 D �"Ll' IN) R. D D D RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE CURB NOT INCLUDED IN BID ITEM - SEE STANDARD PLAN F-10.12 PREMOLDED JOINT FILLER OE EXPANSION JOINT SEE © 61/2' CONTRACTION FACE OF CURB JOINT 51/2" 1" 'v 7° D D D ID ROADWAY ° 1" (IN) R. D D 8" 6 1/2" V. CURB FACE DETAIL EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) BROOMED FINISH (TYP.) 4" (IN) WIDE, SMOOTH -TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) NOT INCLUDED IN BID ITEM / SEE STANDARD PLAN F-10.12 CTION JOINT /ALK ONLY EXPANSION JOINT IN BOTH CURB AND SIDEWALKpt WASgj����r/f�� ISOMETRIC VIEW JOINT AND FINISH -11,0 � DETAIL '°C 39777 o W� gRF Z I 1/ D ° D � © CONTRACTION JOINT REVISION F 1ST 1 '>►"/ONAL Michael S Digitally signed by Michael Fleming Fleming Date: 2020.09.24 07:40:16-07'00' CEMENT CONCRETE SIDEWALK STANDARD PLAN F-30.10-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 15:43:50-07'00' STATE DESIGN ENGINEER Washington State Department of Transportation d 4 g SIDEWALK SHALL BE REPLACED TO THE NEAREST ✓0INT r PARKIIIi L 0 LIGHT (Tfl 158.17 (EG 158� yr I 158 68� / 158.67 1S . - I 16115 SAWCUT EX/STING 20 / PA VEMENT VAN ADA STALL 2' II 3 1 16 ADA � o+ 161.22 16 VAN ACCESS/BLE - I SD REMO EX/STING SPACE 4 I A PHAL T RAMP 17 ADA7Z4- 169 7 4 5' t6B.-77 1 I - - - S EXP ND EX/STING PARKING / LOT PER PA VfY NT ``' N � a l 5 SECPON ON THIS SHEET - h I 161.38 OS 6 159.•46 I I I8 159. �7 - I 160.91 161.37 ,y 3.4% ,,.,, ,.0 160.96 2 --'! -.1�6 `\ \r T 4 TT�T�Tl� a A162.93 GRADING DETAIL 1 SCALE- 1 " = 10' a N I N VEO PARKING" IUTCD R7-8 F - 1�1 162. 4 16288 `4.5' 161.71 161.88 it 29 I GR DE' 161.96 , BRE K SD�� ARD GRAIN - 161.40 CONNECTED TO SEWERR) v 161.71 RlM 161. 8 \ 21� 1, a 19&' \ / F1 i - SD - - - - - - - S S - - SD SD SD SDI - - - - - �- S-- - -SS - 8' 0.5, :WALK_ , 18' PLANTER _ .1- 46' PARKING LOT SECTIONA A SCALE. 1 " = 10' GRADING DETAIL 2 SCALE. 1 " = 10' R-426408 BUILDING 4.5' 7' RECORD DRAWING PROJECT NO. 18242 gIDEKO ,� •'pF • WAS,y� •'cy�, CIVIL ENGINEERING r� Z: LANDSCAPE ARCHITECTURE o'• 41846 •�� PLANNING OA' O . �.�F/STER �4 ss/ORAL �tJG DESIGN SURVEYING Z-ZO-ZS 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: RDW SCALE: VERTICAL, NAVD 1988 DAIt: HORIZONTAL: NAD 1983/1991 . DESIGNED: CITY OF ✓AN. 2022 SHY `- FIELDBOOK: DRAWN: SES RENT 0 N ONE INCH ROAD AND GRADING DETAILS DRAWING N0: DATU M CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. C3 31 IF NOT ONE INCH BY DATE APPR APPROVED' SKIM SCALE ACCORDINGLY SHEET: B OF: 10 10 • 0 Q S 45TH PL a I 0 ° O I I a � �\ I a I � / \ j / \ CB 8073 TYPE RIM EL=148.80 c� o 12"CMP(S)IE-14✓45 I CB 8032 TYPE I I 18"CONC(N)IE/145.40 I RIM EL=148.75 6"CONC(S)IE-146.50 i I CB 8072 TYPE / ° RIM EL-1 8.60 0 4°PVC( )IE=146.59 / d 4"P)IE=146.53 / I / � I I I 1 I Qd , 0 i r30.00- -- - // SS\ \ SMH ° 0f00 I I RIM EL-807 7 o4*1 o 18"P C S �45.17 a 8"PVC(W)I 139.02 12"PVC(S IE 138.72 12"PVC( )1=138.62 I I 13: tNu 0 0 0 0 a CB 8146 TYPE I IRIM EL=156.68 4"PVC(NE)IE-155.45 6"CPEP(E)IE=154.77 4"CPEP(N)IE-154.70 4"CPEP(N) - 154.55 12"CMP(S E=154.53 U DMH #8147 TYPE 11' �--' REPLACE 10LF OF EXIS77NG IM EL-157. 6"cMP(s)IE 151.7o j 6 P/PE WITH A PERFORATED PIPE CONNECTION j 0E 154.77 I� I=■ 17017 WAW 7 18 I RIM EL-159.04 I RIM f5�t4157.98 STA. 0f97, 34.14 LT 8" /F OUT (S) 5"PVC(S)IE=155.19 / TYPE 2-48',' 8 CMP(W)IE=151.64 153.98 DMH 8148 PE II RIM �.� 159.09 /8"CMP(E)IE=151.64 �� � �� RIM EL = 93 8" If IN �5 64 (E) 151.82 I 36 (N)IE=151.48 6" lE �9- /N �55-(S)155.02 SD ° SD SD CMP(W)IE=151.28 8" If /N ' A?(N)153.76 o I I CB 8095 TYPE Id° 4 y) 8" IF OUTrsrir' (W)151. RIM EL-152.74 e I I / 8"CMP(E)IE=151.24 I / 8"CMP(W)IE-.151.16 I I 8 I I a II TPN: 312305-9069 II T. GARDNER j 4512 TALBOT RD S !! 98055 u m 0 W� a i! EXISTING ° • . . a .� ` ° ° c r/ 1 STORM s° a• a a 1 �I (TYP) _ --- --- - EXIS77NG FOOTING REPLACE SOLID LID d I �; DRAIN CONNECTION WITH A VANED GRATE 6" If 158.42 LOWER RIM *8�7 9 EX/STING SEHER SW � 1 9.98 C13 004, TYPE I SDC (NOT CONNECTED TO I RIM EL=159.9 RIM EL=16 . 211 .a' REYOI,E THE EX/STING SPLASH EXISTING SPLASH BLOCK r I I------ I w I I � I r--- I I I I I I I I I I I I I I I I I I THE BUILD/NG) 6 Pvc(E)IE=156. 6 PVC(E)IE=1/8.00 BLOCK CONNECT THE ROOF h Ty I "PVC6"PVC(N)IE�158. 0 (N)IE=156. DRAIN TO THE EX/STING STORY p -G APPROX. SIDE SEW: . ,LONER SOCO TO YD7015, TYPE I LINE PER ASBUILTS I a 6" 1E 158.66 I RIM EL-162.12 I d F/N/SHEODF GRDE�- I 6. ---i-- 4°PVC(N)IE=161.27 I �I �/4"PVC(E)IE-161,22 16 I 94 I I v SDCO I� I RIM EL 164.40 °' H 11269 / 8.-�87 RIM 716-- I I I 126.26 i 6 PVC-0V IE 158.38 CB fil TYPE --- -RIM EL=16 iL S SS SD SD SDI- SD Sp SD (.,SSMH PEIR ASBUILTI5�--------- T -ss ss Ir_ to I� SCALE: 1" = 20' 0 10 20 40 0-OHP OHP OHP 0 OHP _ REPLACE EXISTING GRATE W - - MH PE ASBUILT. 30.00 w w W WTH A SOLID L/D AND PAVE CB PER ASBUILTS OVER WITH CONCRETE � a SD- I - - - - - - - - - -0 CB k8091, TYPE 1 p 10' ELECTRIC LINE EASEMENT RIM EL=156.16 a REC. N0. 6023496 1211PVC( IE=154..1 PROJECT NO. 18242 12°PVC(S)IE=154.17 � 12"CMP(N)IE=154.11 gIDEKO•� I M'AS SSMH 8213 �,�'�•pF' RIM EL=156.76 {� Z. CIVIL ENGINEERING I �'�P o• 12"PVC(S)IE=146.21 a lc� LANDSCAPE ARCHITECTURE 12"PVC(N)IE=146.06 o'• 41846 PLANNING i0ivaL EN�� DESIGN SURVEYING Z-ZO-ZS 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS R-426409 RECORD DRA.WING SURVEYED: SCALE: DATE: ROW VERTICAL. NAw lsea JAN 2022 DESIGNED: HORIZONTAL: NAD 1983/1991 CITY OF SHY a{ .�- ski FIELDBOOK: DRAWN: SES .a RENTON UTILITY PLAN PAGE: ONE INCH DATUM � DRAWING N0: CHECKED: SHY AT FULL SCALE Planning/Building/Public Works Dept. C4 01 IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHY SCALE ACCORDINGLY SHEET: 9 OF: 10 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 iSW '41k � r41 11", 2", 4", 6', 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12" ALL METAL PIPE 15" CPSSP', 12" STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15 PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE O,S�O SEFNo, NOTES: TF 9 B 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN / ACCORDANCE WITH STANDARD SPECIFICATION pl / 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE / I ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN o ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN I - \1 THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH #3 BAR EACH CORNER / 'I I HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. Z I 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER ' THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5. MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE / OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, / FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH #3 BAR EACH SIDE STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO o THE LOWEST PIPE INVERT SHALL BE 5 FEET. #3 BAR EACH WAY 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. PRECAST BASE SECTION 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1H:24V OR STEEPER. #3 BAR HOOP 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE / \ PRECAST BASE SECTION. / I \ 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH CORNER 18" MIN. STANDARD SPECIFICATION 9-20.3(2). S. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.00 ,100416 PUBLIC WORKS APPR ED CATCH BASIN TYPE 1 1 GAZ 9/28/2018 1 DEPARTMENT v"nkwoAammi:o-amr DATE DocuSign Envelope ID: 361B34D3-7E0A-476C-ADB3-4329FFE0C108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11, ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13, STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40. AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.00 PUBLIC WORKS SURFACE WATER STANDARD PLAN e69WRdby: DEPARTMENT 8/13/2020 NOTES (1 OF 2) artin Pastucha :1,3d,®98B449D... DATE O :45 Al 1 8:48 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION BASE SECTION /_ SEE NOTE 4 NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3, A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3. 7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AlOmIlSTD. PLAN - 202.00 •• PUBLIC WORKS rRo "A DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 I 9 G DATE N. VWarks Atlminisrrrtor DocuSign Envelope ID: 361634D3-7E0A-476C-ADB3-4329FFE0C108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4-8INCH ROCK 140 - 70% PASSING; • 2 - 4 INCH ROCK 130 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.10 .. PUBLIC WORKS SURFACE WATER STANDARD PLAN 96UM4Redby: DEPARTMENT NOTES (2 OF 2) artin Pastucha11312020 mfi'6= f,,DB$5449D DATE :45 A 8:48 �Y�, 3/4" FLAT FACE GOTHIC ❑ STORM ❑ y (2) 3/8"-16 SS SOCKET HEAD CAP (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS ON A 8" DIA BOLT CIRCLE CAST IRON FRAME AND COVER, SEE NOTE 3 - I� v v 8" CLASS "B" ASPHALT, SEE NOTE 4 CLEANOUT RISER, SEE NOTE 2 SOIL TIGHT 45" BEND WYE SOIL TIGHT COUPLER UNDERDRAINI FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 � TO OVERFLOW ^�n^ STRUCTURE OR STORM MAIN 9" DIA 5/ " 4" 8-1/8" DIA 10-1/2" DIA 15" DIA /- PAVED AREA (TYP.) 112" EXTEND CLEANOUT RISER 2" ABOVE DESIGN PONDING ELEVATION OR PER PLAN - DESIGN PONDING ELEVATION 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) CLEANOUT RISER. SEE NOTE 2 "a'��3'//✓✓ ` MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION 8-13/16" DIA FERNCO GASKETED QUIK CAP OR SIMILAR 4" STREAMBED COBBLES PER WSDOT 9-03.11(2) CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN FOOTING DRAIN COLLECTOR OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI, GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 PUBLIC WORKS 0RGVUPedby: DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/zo DATE 1 8: R-426410 PROJECT NO. 18242 V0 KO W • A•• ' F S'• �� Q y614 . CIVIL ENGINEERING LANDSCAPE ARCHITECTURE o'• 41846 PLANNING �0 :PFg RF,O ••'tie' FS?/STE DESIGN SURVEYING /ONAL 2-20-25 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 RECORD DRAWING SURVEYED: ROW SCALE: IZON AL: NAVD 1988 83/1 ' CITY 0 F HORIZONTAL: NAD 1983/1991 DESIGNED: SHY 'v DRAWN: SES - RENTON L ONE INCH DATUM CHECKED: SuU AT FULL SCALE Planning/Building/Public Works Dept. / //V/ IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED' Sfl� SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON STANDARDS UTILITY DETAILS ,IAN. 2022 PAGE: C4.31 T. 10 OF: 10 i i 0106 Al I �I O 1 O7PROPFRT`Y LINE ADJUST EXISTING PLANTS AS NEED \ IN FLOW PATH (SEE CIVIL) �,ti--t--ADJACENT PROPERTY: COMMERCIAL ZONING EXISTING HEDGE TO REMAIN, "--� LIMITS OF DISTURBANCE, SS S SS __SS_ % EXISTING TREES — — — — -'— REPLACE SHRUBS DISTURBED _ — — — — — APPROX 2' OFF NEW CURB — — — — — — — — — TO REMAIN BY CONSTRUCTION- -- � w W w w w --------- -- --------- W W W �e e a� a e a / I / ADJACENT PROPERTY: PROPERTY LINE COMMERCIAL ZONING Landscape Plan scale 1" = 10'- 0" 0 10 I I I I I i PROPERTY LINE STONE SCHEDULE ROCK SYMBOL DESCRIPTION QTY 9 3' X 3' X 3' WEATHERED GRANITE BOULDER 3 (ED 4' X 6' GRANITE BOULDER 2 ® 24"X24" BLACK STONE PAVER 8 ROCK SYMBOL DESCRIPTION QTY LANDSCAPE NOTES l . PLANTING DIMENSIONS PROVIDED ON PLANS FOR PERMITTING PURPOSES ONLY. SEE CIVIL AND ARCHITECTURAL SITE PLANS FOR PARKING LOT LAYOUT. 6. SEE ARCHTECTURAL SITE PLAN FOR PARKING STALL COUNTS AND DIMENSIONS 7. FOR DETAILED GRADING, SEE CIVIL PLANS 8. PROVIDE AUTOMATIC IRRIGATION SYSTEM FOR ALL NEW PLANTINGS. EXISTING IRRIGATION SYSTEM TO BE CAPPED AND NEW AREAS TO BE RECONNECTED TO EXISTING. PROVIDE NEW WIRES, PIPES, VALVES, AND SPRINKLERS IN DISTURBED AREAS. ENSURE THAT EXISTING ZONES ARE OPERABLE. IRRIGATION TO BE INSTALLED PRIOR TO PLANTING. 9. ALL AREAS WITHIN LIMIT OF DISTURBANCE SHALL BE RESTORED. 10. PROVIDE GROUNDCOVERS IN ALL SHRUB PLANTING AREAS. GROUNDCOVERS SHALL BE SPACED USING A TRIANGULAR PATTERN, 18" O.C. OR AS NOTED. 11. ALL PLANTING LOCATIONS TO BE APPROVED BY LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO PLANTING 12. PLANTING BEDS SHALL RECEIVE 3" OF COMPOST TILLED INTO 8" DEPTH, OR PLACE 8'' OF IMPORTED SOIL CONTAINING 35-40% COMPOST BY VOLUME (CEDAR GROVE 3-WAY TOPSOIL, OR o �$ PEBBLES 78 SF 2-3" DIA. DARK BEACH PEBBLES AVAIL FROM MARENAKOS ROCK CENTER, 425.392.3313 13. 2" MIN. DEPTH, 4" MAX. DEPTH PLANT SCHEDULE APPROVED EQUAL). . MULCH AFTER PLANTING WITH 2"-4" OR APPROVED EQUAL. OF DARK FINE FIR BARK MULCH QTY BOTANICAL NAME COMMON NAME SIZE COND 7 ACER CIRCINATUM VINE MAPLE 8-10' HT. B&B MULTI -STEM, MIN. 3 STEMS, 8-10' HT 2 CORNUS NUTTALII X FLORIDA 'EDDIE'S WHITE WONDER' EDDIE'S WHITE WONDER DOGWOOD 2'' CAL. B&B _ 1 LAGERSTROEMIA X 'TUSCARORA' RED CRAPE MYRTLE MULTI -TRUNK 2'' CAL. B&B / RELOCATED FROM PHASE 1 1 MAGNOLIA X 'ELIZABETH' ELIZABETH MAGNOLIA 2'' CAL. B&B 4 PSEUDOTSUGA MENZIESII DOUGLAS FIR 10' HT. B&B / 5 STEWARTIA PSEUDOCAMELLIA MULTI -STEM, MIN. 3 STEMS, 8-10' HT JAPANESE STEWARTIA 8-10' HT. B&B 3 ZELKOVA SERRATA VILLAGE GREEN' VILLAGE GREEN JAPANESE ZELKOVA 2" CAL. B&B BOTANICAL NAME COMMON NAME SIZE COND ZAh AZALEA X 'HINO CRIMSON' HINO CRIMSON AZALEA 5 GAL. CONT. S BUXUS MICROPHYLLA WINTER GEM' GLOBE WINTER GEM BOXWOOD 5 GAL. CONT. (c ILEX CRENATA 'CONVEXA' CONVEX -LEAVED JAPANESE HOLLY 5 GAL. CONT. Pc PIERIS JAPONICA 'CAVATINE' LILY OF THE VALLEY BUSH 5 GAL. CONT. Ri RHODODENDRON IMPEDITUM IMPEDITUM DWARF RHODODENDRON 5 GAL. CONT. Rn ROSA X 'NOASCHNEE' FLOWER CARPET WHITE GROUNDCOVER ROSE 5 GAL. CONT. Sb SPIRAEA JAPONICA 'DENISTAR' SPIREA 5 GAL. CONT. Ta TAXUS X MEDIA DENSE YEW 5 GAL. CONT. G VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 5 GAL. CONT. SHRUB AREAS BOTANICAL NAME COMMON NAME SIZE COND SPACING EXISTING SHRUBS AND GROUNDCOVERS TO REMAIN INTERPLANT WITH ADDITIONAL GROUNDCOVERS BELOW EPIMEDIUM X PERRALCHICUM FRAGARIA CHILOENSIS GROUND COVERS BOTANICAL NAME LANDSCAPE BUFFER GROUNDCOVERS EPIMEDIUM X PERRALCHICUM MAHONIA REPENS POLYSTICHUM MUNITUM PACHYSANDRA MIX PACHYSANDRA TERMINALIS POLYSTICHUM SETIFERUM 00:(1011 00oMONDO FERN MIX 00 DRYOPTERIS ERYTH ROSORA OPHIOPOGON PLANISCAPUS 'NIGRESCENS' NATIVE MIX GAULTHERIA SHALLON MAHONIA REPENS POLYSTICHUM MUNITUM \ EXISTING HEDGE 1—� PLANTED BY WEATHERLY PROJECT BEACH STRAWBERRY COMMON NAME CREEPING MAHONIA WESTERN SWORD FERN 1 GAL. 50% @ 24" o.c. 4" POT CONT. 50% @ 24" o.c. SIZE COND SPACING 1 GAL. 33% @ 24" o.c. 1 GAL. POT 33% @ 24" o.c. 2 GAL. POT 33% @ 24" o.c. JAPANESE SPURGE 1 GAL SOFT SHIELD FERN 1 GAL AUTUMN FERN 1 GAL BLACK MONDO GRASS 1 GAL SALAL 1 GAL CREEPING MAHONIA 1 GAL WESTERN SWORD FERN 2 GAL to '-O Cr CV } O CO U 00 �o � °` co N CN _ O 00 o L N Cal N Q N N O (D U 3 � V) N V) Swanson Gardner Meyers Parking Lot Expansion 4512 Talbot Rd Renton, Washington Phase 3 Landscape Plan job name: RLAW scale: As Noted date: October 24, 2023 Civil Permit 6/6/2022 Land Use Permit 8/18/2022 Permit Correction 9/29/2022 Permit Correction 1 1 /18/2022 CONT. 66% @ 12" o.c. Permit Correction 2/2/2023 CONT. 33% @ 12" o.c. Permit Correction 8/1 1 /2023 L� CONT. 33% @ 18" o.c. CONT. 66% @ 18" o.c. CONT. 33% @ 24" o.c. POT 33% @ 24" o.c. POT 33% @ 24" o.c. F ENT PLANNING �,�rganroth [11 /1 /23] %jl issue: sheet: L 1 • date: