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HomeMy WebLinkAboutzR-4055SetLJJ L J O O W X J 0 z 75 75 0 U 0 0 J J Q U W LLI 0 T F 0 z 0 c) C 0 N U) 0 N i 0 0 Q 0 U) w z Q 0 Ln CD 0 0 0 CALLIDUS COMMUNITY DUPLEX 1504 KIRKLAND AVE NE RENTON, WA 98056 LEGAL DESCRIPTION LOT 1 IN BLOCK 8 OF CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, AS PER PLAT RECORDED IN VOLUME 57 OF PLATS, PAGE 92 THROUGH 98, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL NUMBER 7227800205 SITE ADDRESS 1504 KIRKLAND AVE NE RENTON, WA 98056 BASIS OF BEARING N01 009'40"E, BETWEEN MONUMENTS FOUND IN KIRKLAND AVE NEAT THE INTERSECTIONS WITH NE 15TH PLACE AND NE 15TH STREET BENCHMARK CITY OF RENTON VERTICAL CONTROL POINT #369: FOUND CONCRETE MON WITH 2" BRASS DISC WITH STAMPED 'X' DOWN 0.45, IN A CASE APPROX. 35' SOUTH OF INTERSECTION OF NE 21 ST STREET AND EDMONDS AVE NE. ELEV=101.37 DATUM NAVD 88 PER THE CITY OF RENTON VERTICAL CONTROL MONUMENT #369 CONTACTS OWNER: CALLIDUS DEVELOPMENT, INC 16834 SE 43RD STREET BELLEVUE WA 98006 425-818-8829 CONTACT: TROY SCHMEIL SERVICES SEWER: CITY OF RENTON 1055 S. GRADY WAY, RENTON, WA 98055 (425) 430-7332 Know what's below. Call before you dig. CIVIL ENGINEER: PBG, LLC 5130 S. 166TH LANE SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. WATER: CITY OF RENTON 1055 S. GRADY WAY, RENTON, WA 98055 (425) 430-7332 Q Land Planning . Civil Engineering 5130 South 166th Lane N N SeaTac, WA 98188 T (206) 229-6422 Q N SURVEYOR: CORE DESIGN 14711 NE 29TH PL. #101 BELLEVUE, WA 98007 (425) 885-7877 CONTACT: KEVIN J. VANDERZANDEN, P.L.S. POWER AND GAS: PUGET SOUND ENERGY 1-888-321-7779 CABLE: COMCAST 1-800-934-6489 TELEPHONE: CENTURYLINK 1-800-475-7526 JOB NO. R17420 NO. REVISION BY I DATE I APPR SURVEYED: DESIGNED: H. H. PHAN DRAWN: H. H. PHAN CHECKED: APPROVED: LLL NE 18TH ST P� O� P� NE 7TH ST Z 7� W 2 PROJECT NE 17TH PL NE 17TH ST 16� NE 15TH S ? NE 15TH PL LL z W z W w z w w z w o cn = o z O M Of Q W W Z w W w Y �� W � Q W 0 � z O NE 12TH ST VICINITY MAP DRAWING INDEX REFERENCE SHEET NO. DRAWING TITLE C1 COVER SHEET TOPOGRAPHY / CONTROL SURVEY C2 SITE PLAN C4 PAVING / GRADING / UTILITY PLAN C5 SITE PREPARATION AND TESC PLAN AND DETAILS C6 SECTIONS AND DETAILS C7 STANDARD DETAILS - 1 C8 STANDARD DETAILS - 2 C9 STANDARD DETAILS - 3 C10 STANDARD DETAILS - 4 C11 STANDARD DETAILS - 5 C12 STANDARD DETAILS - 6 L1.01 TREE REPLACEMENT PLAN L1.02 TREE REPLACEMENT DETAILS DEVELOPMENT ENGINEERING swarlick 04/18/2019 SCALE: NONE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF AF NA RENTON Planning/Building/Public Works Dept. NTS LEGEND PROPERTY LINE ADJACENT PROPERTY LINE EASEMENT LINE ROW CENTERLINE ROW LINE SD PROPOSED STORM DRAINAGE LINE W ss d d. E_ PROPOSED WATER LINE PROPOSED SEWER LINE ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT PLANTER STRIP BIORETENTION PLANTER STRIP A, U elm — .m 7 R-405501 x IN COMPLIANCE WITH CITY OF RENTON STANDARDS W J Ej RFACE WATER UTILITY � WASTEWATER UTILITY �' 0 farah 04/16/2019 dchristen 04/16/2019 9 REGIONAL FIRE AUTHORITY et4 r APPROVED WATER UTILITY , z agafour 04/16/2019 I cthomas 04/16/2019"4 F,REa`C G CALLIDUS COMMUNITY DUPLEX DATE: 4-01-2019 0 1504 KIRKLAND AVE NE FIELDBOOK: O RENTON, WA 98056 PAGE: CIO DRAWING NO: � COVER SHEET C1 SHEET: OF: J 1 14 v SE114, SWZ/4, SEC. 4, TWP. 23 Nf RGE. 5 E f W. M. L0 r / O I O r) W /I SURVEYOR'S NOTES \ 1. THIS "ALTA/ACSM LAND TITLE SURVEY" HAS BEEN PERFORMED IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS" AS ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS IN 2011. 2. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 4291-2502578, DATED AUGUST 4TH, 2015. 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 FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. CORE DESIGN, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE 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. 3. PROPERTY AREA = 9,297t SQUARE FEET (0.2134 t ACRES). 4. THIS PROPERTY HAS LEGAL ACCESS TO NE 15TH STREET AND KIRKLAND AVE NE, SHOWN HEREON AS PUBLIC RIGHT-OF-WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK THEREOF, AS SHOWN ON THE SURVEY. 5. ZONING: R-14 (RESIDENTIAL 14 DU/ACRE), RENTON, WA. 6. ZONING DATA NOT PROVIDED BY THE INSURER. NO REPRESENTATION IS MADE FOR THE ACCURACY OR COMPLETENESS OF SAID THIRD PARTY INFORMATION. THIS FIRM IS NOT AN EXPERT IN THE INTERPRETATION OF COMPLEX ZONING ORDINANCES; COMPLIANCE IS BEYOND THE SCOPE OF THIS SURVEY. ANY USER OF SAID INFORMATION IS URGED TO CONTACT THE LOCAL AGENCY DIRECTLY. 7. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.) 8. NO BUILDINGS OR PORTIONS THEREOF ENCROACH OVER PROPERTY LINES, EASEMENTS, OR BUILDING SETBACK LINES UNLESS SPECIFICALLY SHOWN ON THE SURVEY DRAWING. 9. BUILDINGS ARE OF WOOD -FRAME CONSTRUCTION, WITH CONCRETE FOUNDATIONS. 10. LETTERS ON BUILDINGS INDICATE BUILDING DESIGNATIONS AS THEY EXIST ON THE BUILDINGS. ADDRESSES ARE IN RENTON, WA 98056. 11. CORE DESIGN. INC. DID NOT LOCATE THE EXTENTS OF ANY UNDERGROUND FOUNDATIONS OR SLABS FOR THIS SURVEY. 12. FLOOD ZONE DESIGNATION = X, AREA DETERMINED TO BE OUTSIDE OF 500-YEAR FLOOD PLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP, ("FIRM") NO. 53033CO668 F COMMUNITY NO. 530088 (CITY OF RENTON) PANEL NO. 0668, SUFFIX F, EFFECTIVE MAY 16TH, 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ("FEMA"). 13. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 14. CORE DESIGN, INC. SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF ANY CEMETERIES, RUBBISH FILLS, SLOUGHS, SPRINGS, FILLED -IN WELLS, CISTERNS, OR SEEP HOLES ON THE PROPERTY. 15. CORE DESIGN, INC. SURVEY CREWS DETECTED NO SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILLS ON THE PROPERTY. 16. THERE ARE NO RAILROAD TRACKS ON THE SITE OR ON PARCELS CONTIGUOUS TO THE SITE. 17. PLANTED LANDSCAPED AREAS INCLUDE LAWN, SMALL SHRUBS, AND ORNAMENTAL PLANTS. 18. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON AUGUST 28TH, 2015. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST OF 2015. 19. TO THE BEST OF MY KNOWLEDGE (AND BASED ON THE FACT THAT THE CITY OF RENTON HAS ISSUED CERTIFICATES OF OCCUPANCY FOR THIS PROJECT) I BELIEVE INGRESS, EGRESS, AND UTILITY ACCESS TO THIS SITE ARE ADEQUATE. 20. ALL DISTANCES ARE IN FEET. 21. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND ELECTRONIC TOTAL STATION WAS 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. DISTANCE MEASURING EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' GUIDELINES. 22. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THOSE PARTIES LISTED IN THE SURVEYOR'S CERTIFICATE. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY CORE DESIGN, INC. AND/OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HEREON. 23. NO STRIPED PARKING STALLS WERE OBSERVED ON SITE. OTHER PORTIONS OF THE SITE NOT MARKED MAY ALSO USED FOR PARKING \ VEHICLES. / rrC1CORRECTED REFERENCES PLAT OF RENTON HIGHLANDS NO. 2 AS RECORDED IN VOLUME 57 OF PLATS, PAGES 92-98. SCHEDULE B ITEMS SCHEDULE B EXCEPTIONS ITEMS 1-5 NOT APPLICABLE TO THIS SURVEY. 5. THIS SITE IS SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS AS DISCLOSED ON THE FACE OF THE CORRECTED PLAT OF RENTON HIGHLANDS NO. 2 AS RECORDED IN VOLUME 57 OF PLATS, AT PAGES 92 THROUGH 98. NOTHING TO LOCATE HEREON. 6. THIS SITE IS SUBJECT TO A RIGHT OF ENTRY AGREEMENT AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 9308130260. NOTHING TO LOCATE HEREON. DATUM NAVD 88 PER THE CITY OF RENTON VERTICAL CONTROL MONUMENT #369 BENCHMAR`( CITY OF RENTON VERTICAL CONTROL POINT #369: FOUND CONCRETE MON WITH 2" BRASS DISC WITH STAMPED 'X' DOWN 0.45' IN A CASE APPROX. 35' SOUTH OF INTERSECTION OF NE 21ST STREET AND EDMONDS AVE NE. ELEV=101.37 TYMAP n JI NE 24TH ST a U "all W 511< Z f� NE 22ND w z w � ZNE 20TH ST�F ¢ Y NE 21ST ST a NE J19THL ST z < z ¢ S( z 16 16TH ST NF a 0 Z SITE NE 1 i NE SUNSET BLVp m w a Y� w � z Z Y 0� > CD Uj o w - ��� �J NE 12TH ST � of R� pR Zv z 900 ,- s��� C) SSMH #8290 RIM EL=376.95 8"CONC(E)IE=363.15 8"CONC(N)IE=363.05 8"CONC(S)IE=362.95 3 p V1 3 p U) 3 p 3 � 3 0 00 D1 (n o M 6 LO cn m L CD v Z z Q� w `. m U o00 Q oNo g J � N Q CL v CD 01 0 cc o _ Y Z 3 p I � CB #8288, TYPE I RIM EL=369.45 6"CONC(SE)IE=366.2 6"CONC(NE)IE=366.15 6"CONC(NW)IE=365.85 6"CONC(E)IE=364.8 12"CONC(N)IE=364.4 12"CONC(E)IE=361.05 SDMH #8283, TYPE II RIM EL=377.12 6"CONC(NE)IE=374.57 6"CONC(SE)IE=374.52 6"CONC(NW)IE=374.47 12"CONC(NE)IE=369.92 12"CONC(N)IE=369.82 12"CONC(S)IE=369.62 so /' so/ iD SD f 0 _FOUND IRON BOLT 0.2' c BELOW ASPHALT. HELD FOR POSITION END OF PIPE NOT FOUND a 0 sa a 0 CB #8282, TYPE I RIM EL=375.68 6"CONC(NW)IE=373.78 G G FOUND IRON BOLT 0.2' BELOW ASPHALT. HELD FOR ROTATION. -S� � SDI S�� f d d d ° d n ' .: PERMEABLE CONCRETE INtiLK f' a ° n q d ° _I Ag a B + OF PIPE NOT FOUND CB #8287, TYPE I RIM EL=376.53 6"CONC(SW)IE=375.23 NE 15TH ST (PUBLIC) N88'49'56"W 179.98 I I I I I I I I I I I I I of of CI i .= ,,OK 18 RCNToN �ORR PLAT ND . 92- 28 9 NLG 52, PC S V� °.. CON C iVALK p 1 J ,d A . . d ° ° d 1 4' CLF FOUND NAIL IN ASPHALT, HELD FOR - -� BLOCK CORNER. N V SCALE: 1 " = 10' 0 5 10 20 LEGEND ® COMMUNICATION PEDESTAL B ELECTRICAL JUNCTION BOX ® POWER METER POWER POLE POWER POLE WITH LIGHT GUY ANCHOR ® CATCH BASIN - TYPE I O SEWER MANHOLE SEWER CLEANOUT 0 GAS METER GAS VALVE ® WATER METER D4 WATER VALVE Cj FIRE HYDRANT ® MAIL BOX SIGN CONIFEROUS TREE 0 DECIDUOUS TREE -SD- STORM PIPE ss SEWER PIPE Cm COMMUNICATIONS LINE w WATER PIPE c GAS PIPE oHP OVERHEAD POWER LINE X FENCE LINE & ASPHALT TON TOP OF NUT VBF VERTICAL BOARD FENCE C- CEDAR M- MAPLE F- FIR LEGAL DESCRIPTION LOT 1 IN BLOCK 8 OF CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, AS PER PLAT RECORDED IN VOLUME 57 OF PLATS, PAGE 92 THROUGH 98, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. BASIS OFBEAR/NGS N01'09'40"E, BETWEEN MONUMENTS FOUND IN KIRKLAND AVE NE AT THE INTERSECTIONS WITH NE 15TH PLACE AND NE 15TH STREET R-405502 ALTA/AGSM LAND T/TLESURVEY 1504 KIRKLAND AVE NE BENJAMIN RYAN COMMUNITIES 10011 BRIDGEPORT WAY, STE 1500-212 LAKEWOOD, WA 98499 SURVEYOR'S CERTIFICATION TO: BENJAMIN RYAN COMMUNITIES, CANYON CREEK CROSSING, LLC, AND FIRST AMERICAN TITLE INSURANCE COMPANY, THEIR SUCCESSORS AND ASSIGNS: THIS IS THE CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS; AND INCLUDES ITEMS 1-5, 7(A), 8, 9, 11(A), 11(B), 17, AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON AUGUST 28TH, 2015. S VAND 4ti$ k . rl ' :C11 0427 �CISTE�•''/ DA'AL L X DATED THIS 31ST DAY OF AUGUST. 2015. i W06-0- KEVIN J. VAND ZANDEN, PLS CERTIFICATE NO. 30427 5-31-15 DATE OF SURVEY 8IJ112015 SHEET OF DRAWN MRP 1 1 PROJECT MANAGER KEVIN VANDERZANDEN, PLS PROJECT NO REVISIONS 15116 � 1 CORE DESIGN 14711 NE 29th Place, #101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 L J L J O 1 0 1 r) W X LLI n Z) r) I— Z 73 73 0 U 0 J J Q U C) z 0 C) 0 MATCH EX. SIDEWALK 2 CB #1-TYPE 1 WITH VANED GRATE z ww J J w ADS N12 SD -oo Q 12' WIDE CONCRETE ACCESS DRIVEWAY w ' 6" PVC ROOF DRAIN COLLECTOR CB #2-TYPE 50 WITH SOLID LID N00°24'25"E 124.00 (TYP) BLOCK 8 ----------- ---- -- RENTRR. PL A T OF — C0 RE NTON 4'v e .. ° HIGHLANDS DI V. 2 OOF & . GC,ES RI EW Y. ° D D . � o D .e '' iCL. 52, PGS. 92 98 +— a :. De. . ' ° b . D eINFI�TtRATI�N TF�ENCHe. D ° °' D .. .. e' o ° D o .o -° D oD °, . P° D° p> ° ; o ..° .0.. DOWNSPOUT N °. u p �� D _�.. I �.. FULL IN'FILTRA'f10 — — — —.' D—ep- —tr (TYP) EX. 6" CI WA R I n DD ° , D D . ° e. D T D D 411 SOLID D D . ° . o . 'a. e' e' D' Dp °. ae a /+ n . ° D .. e D pe D C ..D D' D 4 D D, D li-3J� G. D . A. "G e ' D e. .e �,�.. ., ° D° °. t> e.D ° FOOT NG°'D..' IN°d M IN I o D ° ° °` D ° D .ep a ' X` e D 11� e � � � � ° e D D � p ° � D � I �6 Ais `N12 SD D ' e e D' D, D e � D D rr_ r d D �I Ir nl I' - ------ -- ---- ------ I Ir _ nl �_ O-`� e____ ° __._° __� I I I 7 _ _a_°_ _ a ' I ___ ____b ______-_,a_ ,r — -- `—aa� t-r.' �.,— J aa. d �v■w'■ , -3 rrT- 'sl_RT._�_.T _:—:_ J II °p. d II Ins-- °d < ° ° �I FTDR FTD. .IP�FTDR II D, STREET '-- _____===.4�=-L`--a. ______---_-° FTDR FfDR�FfDR :,. c `-a'°_-�.---.---.-r- I I °' 1 , 1 ' 1 4 1 e0 - - - S 'd �_.-d__ - �. .� FTORfTDR�1—'—cV�Ff011 TREE (TYP) 1 1 ' 1 ' 1 ' 1 ' I. �°" T �°"'—�°" GARAGE GARAGE ° _-- 1___ GARAG I I OVERHANG I - - - GARAGE I �,� (TYP) I (IS 16.5' I ` $'- Oa5' . -, M J (D M-12/10" II F_ w i I W ' �. 5' I ! 6" SSCO (2) -- z ;-- s I '-T -------- ONC. SIDEWALK _-- I i l °� _ a I Q I - I g 1506 w - - - s ' I I I �_ 1506 I �- � 1504 I � � CEMENT 1'. -` - ` ` � `-� KIRKLAND AVE �' �� II ONC.IRAFFIC CUR & GUTTER I'. "- -" -- '� I I KIRKLAND AVE NE I KIRKLAND AVE NE W 1 I I UNIT A UNIT B UNIT B as I' I. - - a I I ip FFE=377.00 FFE=377.00 1 FFE=376.50 I� #3-TYPE ��', I LID\ WATER MaETaER �II PVC E SSW'TFtSOLID a AND SERVICE LINELLJ � FIREIHYDR NT PAVER WALKVy4 TYP) CEMENT CB #8287, TYP (TYP r-J CONC. SIDEWALK RIM EL=376.5 LjiL_ - I1" /0� I -------- , v �_-r^"�H�_ ' ,SID FR L. '. , CO�-- I m r .H-PORrYPE _ _6" TOP 376.83 ___-� 4a J 8»i 372.33 _-- I I -- --� J ---- J L_ _-_ ___J I I FOUND 1" 2'/ ' S &0.1'W 12 SD ER. / ' 6" SOLID FOQYfING DRAIN z NO1°09'40"E 123.98 I i I II I I I I I 4 rJ KIRKLAN AVE NE UN A 4" PERF. PVC FOOTING DRAIN (TYP) I N FFE= 76.50 I - PROTECT X. I ; POWER P LE I I � I o . fTgi D FOR __-___==� e--- z CB -TYPE 1 . :• r ____ _ � _mod I' I I WITH BEEI 5'x5' 1 I EASE U IT UN z OWER 00 0 U NQ && ot�l -29" GROUNDI r1SON PIPE0.2S CORNER. 1 BACK OF SIDEWALK AIM .,A 11 A , MATCH EX. SIDEWALK .MR. � ��� "A �. '� .. a� ' �' .� .. o yam. o CM CM <;. - U �� , Cm ! c CM. n g GM CM CM. �. -- 'GM CM' CM '. C1>I' . 'CONC M - - e CM OHP O P.' OMP' O / / / / I . .. a ! . a Elm 0( PIPE / 3 - ROW 30' - Y MATCH EX. CURB & GUTTER z 0 0 I I 12' WIDE DRIVEWAY ENTRANCE a a. CONC WALK `'OHP` �OHP OHP ° - - - - - - - - - - - j'LA AMP a 2� , � o /—T---'—��-- r. — ---�----r----y-- — r-—�r----r-� -- — — — Cn O (,TYPE RP DKCUL � �' . ' .:.:'r '. '.. '.. '. r� j 4 T : j T . r j 7-�- j �... j -i- i- T: / y . / / MATCH EX. / / / /. / /. / ce#8282, TYPE/ / t '. ' t /. 5x5�WAT Ri o / / / / / RIM EL=372.681 / / / L o SDMH #8283, TYPE I / NdOF Pl / . / . / / . 'I t / EA�SE1�/1E T / .L'. t /' J / I I I'..' . / . . CURB &GUTTER �/ � / Q/ / / / / / / / j C`') RIM EL=377.12 NOT F N / ` / REIVIO ONC(NW)IE�373178 i0. I. . 0 6"CONC(NE)IE=374.57 / �. / / / I / / / / / o / / / C �RAnn�nP C� / / / / 611 Pvlc I / t" B,14 E'TEI TIN - I / / I �'' I / �0' Q 6 "CONC(SE)IE=374.52 �. 7' / / / / / / /' L 0 6"coNc Nw /E=374.47 CURBr CiJT NI�ET�S 12yHL7P SD / / ( ) / . / . 'fYPE/PE . PE*[DKGLILAR / . / . t. ..ISDR 3�SIDE/S.EWERk2) .I. .. '. .. 'I/ / bRIV WAY E TR'QNC 12"CONC(NE)IE=369.92 o / // / / �B�TY�E1 i. / /.� / / /(TYP) E/. X /. 9 /./.'t'.'....t /. � .. � 12"CONC(N)IE=369.82 / �/ / / / WI H'(/AN 6�1l�T / / I.' t / / / I.. t / / /I. A.:.I 0- — 12"CONC(S)IE=369.621 . �. / .//> / / �/ / / / / / / / / — + /. /. / /. /. /. N 1°9.4U.. 9 /. /. /.1. 1+0 (� 153. 8 9. /_. /. 1.... F/. I_ I /. /. /. /. 12+6Q BAS FI'B .RI' G. (290.00 R I...: / / / / , ( �. I I 1 / - SD SD SD SD SD SD SD SD D SD S SD D / S� t t SD / ,' SD/ b / SD SD — SD SD SD CURB RAMP / I / . / / . 4' I / / 1 I CEMENT z /.. 1 /.- / . / CONC. TRAFFIC CURB & GUTTER TYPE PARRALLEL t. t I. I/ r -i / -. a I/ . / W w W w w W W W W low W t t/ / L....� .t./ /I. I '/./ I. I /./. / /. / /. 10„w Q w w� w/ wi /w. w- w ?) FOUND IRON BOLT 0.2' O . j-.7—' / / / / �___J / / / . � BELOW ASPHALT. HELD ;'`I / O I ,I / / / / / KIRKLAND A VE N EX. 12" STORM � FOR POSITION 1 / /.''.'' / DRAIN Ln SS S SS SS SS SS SS S SS SS SS $�, ,', $�, SS SS SS SS S SS S SS SS =__ SS G G G G G �G Q o G'a: 9 G G D �G o WM CONC WALK -- o CONC WALK - --- MH-TYPE 1 (48") WITH SOLID LID i O FH O o L=377.84 SSMH #8290 EX. 8" SEWER MAIN FIRE HYDRANT EX. 10" CI WATER MAIN j C(N)IE=363.69 RIM EL=376.95 C(S)IE=363.59 8"CONC(E)IE=363.15 RECONSTRUCT TRAFFIC CURB & SIDEWALK J 8 "CONC(N)IE= 363.05 8"CONC(S)IE=362.95 HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. JOB IVO. SURVEYED: SCALE: o � p VERTICAL: NAVD 1988 � , pF WAs 1 1 7420 DESIGNED: 1 �� _ 10' HORIZONTAL: NAD 198311991 H. H. PHAN CITY OF Land Planning E, Civil Engineering DRAWN:[;R)H. H. PHAN DATUM RENTON FD 5130 South 16p6th Lane 4'��' CHECKED: ONE INCH SeaTac, WA 98188 A407���Gi 8ER��l�y�`�4 IATFULLF NOT ONE INCH Planning/Building/Public Works Dept. T (206) 229-6422 SIONAL E� APPROVED: SCALE ACCORDINGLY Q NO. REVISION BY DATE APPR 7�fB _:a®�an.�--.�� - ;�. e� a_rw.o-.-®II r�.�,a :.r®r �c _: _:�-�► �...-rs>� t:.:a— ®.�. LEGEND PROPERTY LINE � O - — — — — — — — — — — — - ADJACENT PROPERTY LINE p O — — — — — EASEMENT LINE V_ r U ROW CENTERLINE — — ROW LINE ASPHALT PAVEMENT CEMENT CONCRETE ° PAVEMENT i t 1 i 1 i t i i 1 PLANTER STRIP BIORETENTION PLANTER STRIP / .. .. ..% .... it 2 GRIND & OVERLAY Q J Tid Know what's below. Call before you dig. R-405503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU J WASTEWATER UTILITY SURFACE WATER UTILITY Q dchristen 04/16/2019 jfarah 04/16/2019 DEVELOPMENT ENGINEERING E CURRENT PLANNING z swarlick 04/18/2019 Angelea Weihs 08/13/2018 CALLOUS COMMUNITY DUPLEX DATE: of-2o19 p 1504 KIRKLAND AVE NE FIELDBOOK: r RENTON, WA 98056 PAGE: co DRAWING N0: C3 SITE PLAN SHEET: OF: J 3 14 v LJJ L J O 1 O 1 0 W X ^J n i- Z C) G 75 0 U U) Z) 0 J J Q U I I I - ROW 30' - RO y � MATCH EX. MATCH z o EX. SIDEWALK 2 Q CURB & GUTTER TOC=377.15 _/ EL=377.22 / \ o FL=376.65 EL=177.19 (MATCH EX.) / I \ 1 5:1 TAPER I. D EL=177.28 (MATCH EXX/ m I' PROTECT EX. Cn O0 Cn STA 21+96.821(16.50' RT) I e ° ' POWER POLE m D CONSTRUCT 12' WIDE I p I DRIVEWAY E NTRANCE z 1 PER COR STD. LAN 104.3 I N00°24'25"E 124.00 _ _ _ _ _BLOCK0- - - - C 0RR. PLA T 0 RE-N TON - - - 1 T C=376.73 I - 4' ° p. D° e HIGHLANDS RV 2 FL=376.65 ° D D ° D . . e e' e J. t> VOL. 52 PGS. 2-98 n a/. D N D EX.6"CIWA R I..�-°.n D. CONSTRUCT CEMENT I. D D° o p ° pe ' C p D e M IN a a. ' ° ° .. p . e. ° ° D. /. D . D °° ° D°.. D' G \ � D G D ° CO C. SIDEWALK I' Q' e D D ° ° 1 e p 4 D :D \. _ D 'p. li _ _-_--. �.----.---.-Lz ER COR STD. 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T C,-376/.04 0 I l . / . 54�LF 6" V� l / . / . / I' I / . / . I �'. I / `` 1 / . 6"CONC(SE)IE=374.52� / �. 7' / /� / / I.' .'. I / . / . L'. I. / . / / /.. / STi01464 (�6.$' LT) / / FL�371.84 /. /. /. /. /.FL= 75�4 /. / /. 6"coNc(Nw)IE=374.47 0 / / fYPE PE1 P yDIG�ULAR y V. 1SDF 3�SIDE✓SC fER CON�R�JCT " WIDE/ 12"CONC(NE)IE=369.92 �, o / / STPx 1.O�t39: r? LT / / . o I'. '..:' .'.I I. v/ SEE 15 ON H.EEf C6 / / �C� 2AO o IN/ .I I / / �� / / / / / / / / / DP�IV WAI�ENTRAI�CTF 12"CONC(N)IE=369.82 / �. / / CB #1�TYP 1 / / L' '' ' ''.' ''. / I'. '. '.1 / / /L'.' .' .s�';.I / I .'. I / / . 12"CONC(S)IE=369.621 Asa / Ei . .//> O gTD: P �u 6 1 1..' 1+0 CnR�ST�. PL,pCN 10 .3 / + - - - + / . / . / / /WIT VANED TIT / . N 1 9.4U9�% /R /L.A1,r3. / 9 . / . / L F. / _. / . �_ I / . y - 12,- 3 N RIM=375.85 (BAS F I e R1 'G (290.00 R IE NW =373.80. 1 SD SD SD SD SD SD SD �� E L13� SD S D SD S I SD 'D SO I. Y SD . / ' SD/ b / CONSTRUCT CEMENT SD SD SD S CONSTRUCT CURB RAMP f I CONC. TRAFFIC CURB &GUTTER TYPE PARRALLEL �- -� w w 10W NI.'.. .I /.�I. I -`/./ F. I / �. / PERCORSTD.PLgAt4101 SE� DETAIL C�N SHEET6 W w W cn.' 2 GRIND OVERLAI'� mow' w / fin/ w� . /W. W v W FOUND IRON BOLT 0.2' / L _ J I ,' / / / KIRKLAND STA 10+00 = O / l.. . 1 / .-'--U / . / . / . BELOW ASPHALT. HELD (TYP) / / / EX. 12" STORM 15TH STA 20+00 FOR POSITION KIRKLAND AVE NE /. �. DRAIN M -: 7,�- c._a�■®��ay.r�.a�•• _ � - <-�rs+�.-w.�� <:. ar®� c. •.���► �r�w�-am.c ..a-��a�' ------ ---- - --- --------- SS 1 1 ! 1 1 1 1 1 C1 1 1 1 1 SS SS SS SS SS SS S SS SS SS Y�1 1 1 1 1 1 1 1 V'1 1 1 SS SS SS 4 4 C G G G G G. a a .G' G G D.. DG ° n WM CONC WALK ° ° n \ .I . D EX. 10 CI #8291 L=377.84 SSMH #8290 JC(N)IE=363.69 RIM EL=376.95 JC(S)IE= 363.59 8 "CONC(E)IE= 363.15 8 "CONC(N)IE= 363.05 8 "CONC(S)IE= 362.95 r� Land Planning e Civil Engineering 5130 South 166th Lane c� SeaTac, WA 98188 - T (206) 229-6422 Q Q FINAL TRENCH RESTORATION FOR ALL WATER SERVICE LINES TO BE PERFORMED BY DEVELOPER'S CONTRACTOR A 42�4-01-4 �O,c� ��'GISTER�'�� �SSIONAL l SAWCUT & PAVEMENT PATCHING PER COR STD. PLAN H032.1 JOB NO. R17420 NO. EX. 8" SEWER MAIN I E=362.02 (FIELD VERIFY) IE=362.00 - (FIELD VERIFY) REVISION a a. - . Z�OI���WALK • ) o e . 4° a oe. °:OHP` _ OHP OHP SS SS SS S SS SS ___ SS A-:SAWCUT & PAVEMENT PATCHING PER COR STD. PLAN H032.1 RECONSTRUCT TRAFFIC CURB & SIDEWALK PER COR STD. PLANS 101, 102 & F007 SCALE: DESIGNED: H. H. PHAN 1"= 10' DRAWN: H. H. PHAN ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: BY DATE APPR CONC WALK SAWCUT & PAVEMEN PATCHING PER PLAN H032.1 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. CITY OF V`R) RENTON Planning/Building/Public Works Dept. LEGEND .... ................ ........ ... ................ ............... .... ................ ............... ............... .......... ........ .......... . . .......... ..... . . . . . . ... . . . D. i 1 t 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 i 1 1 1 1 1 - PROPERTY LINE ADJACENT PROPERTY LINE - EASEMENT LINE - ROW CENTERLINE ROW LINE ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT PLANTER STRIP Know what's below. Call before you dig. BIORETENTION PLANTER STRIP 2" GRIND & OVERLAY GENERAL CONSTRUCTION NOTES: 1O INSTALL MH-TYPE 1 (48") WITH SOLID LID PER COR STD. PLAN 400.20, 204.50 & 204.60 STA 11 +46.84 (3.34' RT) RIM=373.41 (MATCH EX.) E (E)=367.00 IE (S,N)=367.00 (EX.) O INSTALL 22 LF 12 HDPE SD @ 8.95% O3 8' WIDE BIORETENTION PLANTER STRIP PLANT REDBUD (CERCIS CANADENSIS) (2"CALIPER) SEE SECTIONS ON SHEET C4 COR STD. PLAN NO. 262.00, 262.20, 262.50, 262.60 & LANDSCAPE PLAN FOR MORE DETAILS ® CONSTRUCT BIORETENTION - CURB CUT INLETS PER COR STD. PLAN NO. 262.30 O INSTALL CB -TYPE 1 WITH BEEHIVE GRATE PER COR STD. PLAN NO. 200.00 & 262.40 STA 11 +46.84 (20.8' LT) RIM=372.97 (WATER STORAGE ELEVATION) IE (W)=368.97 © JOINT TRENCH WITH 3" CONDUIT BETWEEN EXISTING POWER POLES O7 UNDERGROUND POWER FROM EXISTING POLE TO EXISTING HOUSE WATER CONSTRUCTION NOTES ® INSTALL 1" WATER METER & SERVICE LINE FOR ALL UNITS (BY CITY OF RENTON) O 9 ABANDON EXISTING %4" METER AT MAIN LINE (BY CITY OF RENTON) 10 CUT -IN: BY CITY OF RENTON (SEE STD PLAN 300.2) 1-6"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) 2-6" COUPLING ADAPTORS (CI TO DI) CONC. THRUST BLOCK 32'-6" DI PIPE 1-FIRE HYDRANT ASSEMBLY PER COR STD. PLAN NO. 310.1 11 WET TAP EXIST. 10" CI WATER MAIN: BY CITY -APPROVED "WET -TAPPING" CONTRACTORS (SEE STD PLAN 300.1) 1-10"x6" TAPPING TEE (MJxFL) 1-6" TAPPING GATE VALVE (FLxMJ) CONC. THRUST BLOCK 16'-6" DI PIPE 1-FIRE HYDRANT ASSEMBLY PER COR STD. PLAN NO. 310.1 CD O CD 0') 7- , u Q J 0� Tid W R-405504 X IN COMPLIANCE WITH CITY OF RENTON STANDARDS LLI J 0- SURFACE WATER UTILITY ' CURRENT PLANNING + D jfarah 04/16/2019 Angelea Weihs 08/13/2018 WATER UTILITY DEVELOPMENT ENGINEERING z agafour 04/16/2019 swarlick 04/18/2019 CALLOUS COMMUNITY DUPLEX DATE: 4-01-2019 0 1504 KIRKLAND AVE NE FIELDBOOK: 0 RENTON, WA 98056 1 PAGE: DRAWING NO: Z) C4 PAVING / GRADING / UTILITY PLAN SHEET: OF: 4 14 v i LO I O O 1 co 0 r_ / \ / I \ LLJ PROTECT EX. I / z POWER POLE I INST L CONSTRUCTION ENTRANCE INSTALL CONSTRUCTION LU LU BEGIN/ REMOVE PER R STD. PLAN 215.10 FENCE / Q w \ �\ y CURB I& GUTTER �0 Q \ I LU ---- BLOCK ---------- -A0 o o RENTON X REMOVE o 0-1HIGHLANDS V2 L.m o VOL, 52, PGS2-98 ISIDEWALK - Q ° ° Ili=��1�1-11=_I�I��II�I_II °=1�1�11�11�1-1�1=1�1111111�1-1�1=1�1 INSTALL SILT FENCE Cc I ° ° ° ° ° ° ° ° PER dOR STD. PLAN 214.00 I 0 z CI) j ° TEMPORARY STOCKPILE 19 COVER WITH PLASTIC PER COR STD. PLAN 213.30 CO EX. HOUSE M-1 /10" / TO BE REMOVEDLU 0 EX. TREL TO BE-REMb9 \D / I (TYP) / 0 O J - - - 4 J I SAWCUT & \ / I Q REMOVE PAVEMENT i I I I PROTECT "NO ------- LO I THRU TRAFFIC" SIGN of � I I ' w w CB #8287, TYP RIM EL=376.5 I I i 2 / U) 6"CONC(SW)IE= 75.23 vJ �� I LI 0 _ 7 T O / \ i J r - - - - - - - - - - - - - L- ---I I I I INSTALL INLET PROTECTION z co I FOUND 1 " IRON PIPE 0.2 FOUND 1 " IRON PIPE 0.2' S PER COR STD. PLAN 215.10 I ON, do 0.1 ' W CORNER. & 0.1' W CORNER. (TYP)Ck- _ I -� PROTECT EX. PROTECT EX. ° END REMOVE - CM CM CM i CM C CM CM LM"� CM CM WATER METE CM POWC 'CM CM CM CMGLJRB TTE CM CM a ------------- U --- IP OHP I OHP OHP OHP OHP OHP OHP OHP - OHP - p� HP OHP OHP OHP OHP I - oN I --f WM --- END OF PIPE -------- NOT FOUND I ` /--------- - - - - ------ J - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - r - - - - - y - - - - - - - - �_ Cn PROTECT EX. / CB #8282, TYPE I I I I �. 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HELD I I 1 1 KIRKLAND A VE ,NE FOR POSITION 1 I ( 1 0 L - - - - - - - - - - - - - - - - - - - - - o SS SS SS SS SS SS S SS SS SS SS S SS SS SS SS SS SS S SS �__Ss SC Ln 9 G G G CV SSMH #8290 0 RIM EL=376.95 3: 8"CONC(E)IE=363.15 J 8 "CONC(N)IE= 363.05 8 "CONC(S)IE= 362.95 Q Land Planning III Civil Engineering 0 N 5130 South 166th Lane N SeaTac, WA 98188 CD T (206) 229-6422 Q Q G G G G w sgA�� <� l� _ 4274 01�� �o� ��GI ST 01? ��� �SSIONAL l G G CONTRACTOR TO INSTALL INLET PROTECTION FOR ALL CATCH BASINS DOWNSTREAM AND WITHIN 300' OF THE SITE JOB IVO. R17420 Hsi WM SURVEYED: DESIGNED: H. H. PHAN DRAWN: H. H. PHAN CHECKED: APPROVED: REVISION BY DATE APPR SCALE: VERTICAL: NAVD 1988 1"- 10' HORIZONTAL: NAD 1983/1991 DATUM ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND PROPERTY LINE ADJACENT PROPERTY LINE ROW CENTERLINE - - ROW LINE ❑DcuSign Envelope ID_ 6EECF5B6-602A-4E4A-B436-A317AA63887B 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 $HALL 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 APPLICANTIESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FORTH E 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 ANDIOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS CCMPLETED 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- B. 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 PROGRESSESAND 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 DOWN SLOPE 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 213 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 PLANS] CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENT I ON, 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 1ST), 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 15 NOT TO SCALE (NTS) AomSTD. PLAN - 268.00 .��� PUBLIC WORKS EROSION AND SEDIMENT CONTROL °Pft D �i DEPARTMENT GAZ 9/28/2018 I STANDARD PLAN NOTES PYa K W OkAEminlil/ala DATE Know what's below. Call before you dig. HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. CITY OF RENTON Planning/Building/Public Works Dept. ,It 0 0 O') , u :45 R-405505 Ix IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU J 0- DEVELOPMENT ENGINEERING swarlick 04/18/2019 z CALLOUS COMMUNITY DUPLEX DATE: 4-01-2019 0 1504 KIRKLAND AVE NE FIELDBOOK: O RENTON, WA 98056 PAGE: c^ DRAWING N0: � SITE PREPARATION AND C5 SHEET: OF: J TESC PLAN AND DETAILS 5 14 v u J LO ROW CENTERLINE NE 15TH ST 1 O 1 0 1 30' 1 6.5' . I I _ 8' _ 15' W VERTICAL SAWCUT X LU I n z Z) 75 75 0 U U) Z) 0 J J Q U PLANTER STRIP 10.5, SIDEWALK 1.5% ROW 4" CRUSHED SURFACING 4" HMA CL %" PG 64-22 TOP COURSE (CSTC) 4" CRUSHED SURFACE 4" CEMENT CONCRETE SIDEWALK TOP COURSE (CSTC) PER COR STD. PLAN 102 CEMENT CONCRETE TRAFFIC 12" TOP SOIL TYPE A CURB & GUTTER PER COR STD. PLAN 101 2" BARK OR WOOD CHIP MULCH 15TH AVE NE - TYPICAL SECTION ROW SCALE: NONE 5' 8' on SIDEWALK BIORETENTION PLANTER STRIP 30' 1' co 1.5% I D > D 2% W r _ W _ / C U) 4 CRUSHED SURFACING ROW CENTERLINE KIRKLAND AVE NE 16.5' VERTICAL SAWCUT TOP COURSE (CSTC) 4" HMA CL %2" PG 64-22 0 J 4" CEMENT CONCRETE SIDEWALK 4" CRUSHED SURFACE PER COR STD. PLAN 102 TOP COURSE (CSTC) z SEE BIORETENTION DETAIL "A„ CEMENT CONCRETE TRAFFIC CURB & GUTTER PER COR STD. PLAN 101 KIRKLAND AVE NE - TYPICAL SECTION SCALE: NONE 0 CT �\ 0 Q I 8' Q 2.77' 0.70' 4.53' ON 6„ 1, 2' FOR EDGE TREATMENTS 6" F EEBOAR z SEE COR STD. PLAN 262.20 6" PONDING DEPTH 0' O R 17' 2" GRIND & OVERLAY 691912AW%l111 6" THICK TRANSITION ZONE SOIL SEE STD. PLAN 262.20 CD 6" THICK TRANSITION ZONE SOIL ,,. � SEE COR STD. PLAN 262.20 3 DEPTH ARBORIST BIORETENTION SOIL MIX (BSM) SEE COR STD. PLAN 262.60 WOOD CHIP MULCH�'<';�';;a' 3 SEE COR STD. PLAN 262.60 0.7' BOTTOM WIDTH SCARIFIED AND UNCOMPACTED SUBGRADE J �� SEE NOTES 1 ON 2 PER COR STD. PLAN 262.00 BIORETENTION AT TREE DETAIL SCALE: NONE OWT P�� N � Land Planning o Civil Engineering 5130 South 166th Lane N SeaTac, WA 98188 /' GIs ��o GIs S T (206) 229-6422 �ssCD �°N� NOTES: 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. 2O RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE WSDOT STANDARDS). DETECTABLE WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3) 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. 5O LANDING SHALL BE MINIMUM 4' X 4'. SIDEWALK. 3 g. ;4 Z EXPANSION JOINT (TYP) 5 DETECTABLE WARNING r O PATTERN 4' MIN. 0% MAX. CURB & GUTTER 0% MAX. CURB RAMP TYPE PERPENDICULAR SCALE: NONE CURB RETURN ELEVATIONS DATA [11 STA. OFFSET FLOWLINE ELEV. TOP OF CURB ELEV. 20+36.50, PC 16.50' RT 376.35 376.85 20+28.85, 1/4 CURB 18.02' RT 376.29 376.29 20+22.36, 1 /2 CURB 22.36' RT 376.24 376.64 10+28.85, 3/4 CURB 18.02' LT 376.05 376.53 10+36.50, PT 16.50' LT 375.96 375.96 a -.--8'-PLAt4TER---- ----- 5' SIDEWALK -, a _- --- - - _o STA 20+36.50 (17' RT) --E-L=a7-7 01---- BOC= 376.85 - EL=376.75 EL=376.75 ° < TOC=376.82 a ,� ��, � o FL=376.32 EL=376.47 U) o , �oj0 a EL=376.45 EO ZAI 5.5' @ 9.50% 'a o a 4, a o a o ��o EL=376.76 a o Et=376.26 a EL=376.30 a- -- (FLUSH) oo o a a o EL=376.39 a o EL=376.67 . � < EL=376.26 0 (FLUSH) - -- - tu- - -_ EL= 3 7 6.4 7 - - _ `- `n `�------- EL=376.22 ti -� r- - c� (FLUSH) a a 5'@9.0% _____ TOC=376.67 FL=376.17 6.3' @ 2.06% TOC=376.54 FL=376.04 BOC = BACK OF CURB 5.5' @ 9.50% TOC = TOP OF CURB EL=376.02 EL=375.98 FL = FLOWLINE (FLUSH) (FLUSH) EL = ELEVATION CURB RETURN TABLE NO. BEGIN STA. OFFSET END STA. OFFSET RADIUS LENGTH DELTA TANGENT 1❑ 20+36.50, PC 16.50' RT 10+36.50 16.50' LT 20.00' 31.42' 90000'24" 20.00' FOR EDGE TREATMENTS SEE COR STD. PLAN 262.20 6" THICK TRANSITION ZONE SOIL SEE COR STD. PLAN 262.20 3" DEPTH ARBORIST WOOD CHIP MULCH SEE COR STD. PLAN 262.60 2.77' 2' TTOM WIDTH 6" PONDING - DEPTH 3.23' 6" FREEBOARD 375.94 (FLUSH) 7' @ 9.4% TOC=376.60 FL=376.10 (MATCH EX.) -\ SIDEWALK EX. SIDEWALK EL=376.70 TOC=376.70 (MATCH EX.) 6" THICK TRANSITION ZONE SOIL SEE COR STD. PLAN 262.20 BIORETENTION SOIL MIX (BSM) SEE COR STD. PLAN 262.60 SCARIFIED AND UNCOMPACTED SUBGRADE SEE NOTES 1 ON 2 PER COR STD. PLAN 262.00 BIORETENTION DETAIL "A" SCALE: NONE JOB NO. SURVEYED: SCALE: R1/ 420 DESIGNED: NA HORIZONITAL: NAD D1983/81991 H. H. PHAN DRAWN: H. H. PHAN DATUM CHECKED: ONE INCH AT FULL SCALE IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY NO. REVISION BY DATE APPR CITY OF RENTON Planning/Building/Public Works Dept. STA 10+43.90 (17' LT) BOC= 376.10 TOC=376.20 FL=375.70 5' @ 4.8% _ EL=375.94 (FLUSH) 375.86 (FLUSH) 6' @ 5.3% TOC=376.18 FL=375.68 F(MATCH EX.) i a a a -0 a 0� LO o 0 a In,a 6 71 EL=375.96 EX. SIDEWALK TOC=376.46 EL=376.28 EL-375.98 6" PEDESTRIAN TOC=376.28 TOC=376.48 CURB (MATCH EX.) CURB RAMP DETAIL 0 LO O 0� u Q J 7 SCALE: NONE R-405506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W SURFACE WATER UTILITY DEVELOPMENT ENGINEERING IL jfarah 04/16/2019 swarlick 04/18/2019 0 z CALLOUS COMMUNITY DUPLEX DATE: 4-01-2019 2 1504 KIRKLAND AVE NE FIELDBOOK: O RENTON, WA 98056 PAGE: DRAWING N0: Z) C6 J SHEET: OF: SECTIONS AND DETAILS 6 14 0 LJJ L J C) O W X W ^J n I- Z 5) 5 L 0 U 0 J J U LLI LLI V U I (n I O N ry co C s_ 0 Q 0 X N S7 O W z N > Q C C5 O In I CD N 01 C O c O L C i7 DocuSign Envelope ID: 6EECF5B6-N2A,4E4A-B436-A317AA638878 CONSTRUCTION ENTRANCE NOTES: 7. DRIVEWAYS SHALL BE PAVED TO E,7.A$.0IP THE EDGE OF THE RIGHT-0OF-WAY PRIOR TO INSTALLATION OF THE R • 25' MW. CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT LS RECOMMENDED THAT THE ENTRANCE BE CROWNED $0 THAT RUNOFF DRAINS OFF THE PAD �- 100, MIN. INSTALL DRIVEWAY CULVERT IF THERE IS AROADSIDE DITCH PRESENT. AS PER CITY ROAD STANDARDS 4•-' QUARRY$PALLS GEOTEXTILE 15' MIN. PROVIDE FULL WIDTH OF INGRESSNEORESS AREA 12• MIN. THICKNESS NOTES: 1. CONDITLON OF USE I.I. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN I,000 FEET OF THE SHE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHAtlDTH TO PROVIDE VEHICLE AOCESSPARKING, BASED ON LOT SIZEICONFIGURATION. 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXT:L':: $HALL MEET THE FOLLOWING STANDARD$! 2.2. DO NOT USE CRUSHED CONCRETE. CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUC7SRAI$E pH LEVELS IN STORMWATER AND CONCRETE DISC MARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL [WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY $PALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROATIS HOG FUEL M NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.GHG 2.4. FENSHALL 8E INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE� THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3, MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED 1F THE PAD IS HO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREE73 FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED. IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO ASEDIMENT TRAP OR POND. 3.3. ANY 3EOIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEIII THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED CR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS ATHREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS. A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN SE P WASHED INTO THE SUMWHERE IT CAN BE CONTROLLED AND DISCHARRGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AMC END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY, 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(SI, FENCING SHALL SE INSTALLED TO CONTROL TRAFFIC. u NLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE ANTS) PUBLIC WORKS PPROYUREO: STD. PLAN - 215.10 DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I DATE GRAB TENSILE STRENGTH (ASTM D4832] 2TN0 LDS. MIN. GRAB TENSILE ELONGATION (ASTM D96S2) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH {ASTM DB2411 495 L68. MIN. AOS ASTM p4T5t) 2Da5 (U.S. STANDARD SIEVE SIZE) DocuSign Envelope ID: 6EECF5B6.602A-4E4A-B436-A3I7AA638878 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 OMER. HEREBY REFERRED TOAS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EOIT 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 PRELCONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT SMALL 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 WRH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWOM). RENTON MUNICIPAL CODE AMC). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSOOT 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 7 HE CITY, 4. APPROVAL OF THE ROAD, GRADING, PARKING. BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION IE.G. WATER, SEINER. 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 SMALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. S. ACOPY OF THE APPROVED PLANS SHALL BE ON 71111111 SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE- IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN. AND TO 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 SMALL BE NAVD SS AND HORIZONTAL DATUM SHALL BE HAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLAINS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 951%MAXIMUM DRY DENSITY PER SECTION 2-03.3I14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSCOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS. ALL TRENCH 8ACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SMALL 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 VWTH THE GTY TRENCH RESTORATION STANDARDS. 1D. 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 $HALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE ANDA'PURTENANCES SMALL BE LAD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCT, ON. THIS SMALL 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 SMALL HE AS SHOWN ON THE CITY $TANI PLAN 220.00, 220.10. AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2.OR 51NSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLTLOCKING LOS PER THE CITY STANDARD PLAN 204.10.204.20. 204-30. AND 204,50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLD 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 CURSIGVTTER 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 OUTSICE PU BUC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LCGO- 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED INACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SW OM, 15. LIDS OF MANHOLESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRACE UNTIL AFTER PAVING. ALL MANHOLHCATCH BASIN RIMS SHAM BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. IT ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT'_ENGTH 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 PP D. DEPARTMENT NOTES (1 OF 2j GAZ 9128/2018 I DATE P �G Land Planning o Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 :4S :45 A 42�4-01-� �O,c� ��'GISTEg�'�� �SSIONAIL E��l DocuSign Enve4e ID: 6EECF586-602A-4E4A-B436-A317AA638878 DRAINAGE GRATE SEDIMENT AND DEBRIS ORAI NAGE GRATE (RECTANGULAR GRATE SHOWN) BELOW INLET GRATE DEVICE FILTERED WATER - SECTION VIEW ISOMETRIC VIEW 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 ENTER$ 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 R WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -PLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE SIGD WITHOUT SPILLING THE COLLECTED MATERIAL 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01 A151. S. ANY SEDIMENT IH THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLEO ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. STD. PLAN - 216.30 PUBLIC WORKS PPR LD: � DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 DATE DocuSign Envelope ID: 6EECF5B6.602A-4E4A-B436-A317AA638878 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: . 4.8 INCH ROCK A 40.70% PASSING; . 2. 4 INCH ROCK 7 $0.40% PASSING: AND • LESS THAN 2 INCH ROCK! W - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AMID SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE El MPS_ 20. THE END OF EACH STORM OPAIN STUB SHALL BE CAPPED. A OLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED -STORM' SMALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEAN$ OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 288.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CnY 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 CTY. STORM DRAON STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL OP87UPSED PERVIOUS AREAS (COMPACTEO, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYERAND 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 ANDAOR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM 2$. ADEQUATE SAFEGUARDS. SAFETY DEVICES. PROTECTIVE EGWPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE. HEALTH, AND SAFETY OF THE PUBLIC, AHD 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 CITYS ACAFER PROTECTION AREA(AAPA) SHALL COMPLY WITH SPECIAL REQUI REMBNT N OF THE RENTON SWUM AND AQUIFER PROTECTION REGULATONS (RMC 43050j 25. PLACEMENT OF SURFACE APPURTENANCES fCATCH BABIWWANHOLE LIDS, CLEANOUTS. INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LOVES. 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 NONSKID 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 SWOM, 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20P INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS SEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINLRES. COMPLIANCE WITH IRIS 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 C17B1. UNLESS OTHERWISE NOTED, DRAWING H NOT TO SCALE (NT5I STD. PLAN - 267.10 URIPUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D. DEPARTMENT NOTES (2 OF 2j GAZ 9/28/2018 DATE JOB NO. F U7420 NO. REVISION :45 A :45 DocuSign Envelope ID: 6EECFSB6-602A-4E4A-B436-A317AA638878 SANDBAG TTYP.I 10' MAX.. TOE IN SHEETING IN 4- n 4- MIN. TRENCH I 101 MAX. CIII_ - I I PROVIDE ENERGY D13$IPATION AT TOE IF EROSION IS LIKELY NOTES: 1, CONDITION$ OF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REWIRE COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. I.3. GEAR 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 I.A. THIS METHOD SMALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES. I DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE MINIMUM THICKNESS OF 0.06 MILLIMETERS. 22. 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 EOUIVPLEHT MAY BE USED TO WEIGHT PLASTIC. 2.4. SEAMS BETWEEN SHEETS MUST OVERLAP MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED. A MAINTENANCE STANDARDS 3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 32. IF THE PLASTIC BEGINS TO DETERIORATE WE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED. 3-3. WHEN THE PLASTIC IS NO LONGER NEEDED. IT SHALL BE COMPLETELY REMOVED. UN LESS OTHERWISE NOTE D, DRAWING. IS NOT TO SCALE INTSJ 11111111046 STD. PLAN - Z13-30 PRO GAZ 9l2812018 I � PUBLIC WORKS R DEPARTMENT PLASTIC COVERING :45 DATE FRAME AND VANED GRATE SEE NOTE 4 CLEAN SURFACE AND 8OTTOM AREA PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION I � I 1 I 1 BASE SECTION NOTES: I 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 WSDOTAAPWA STANDARD SPECIFICATION 7415.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRACE THE USE OF SHIMS IS PROHIBITED S. A CONTINUOUS LAYER OF MORTAR SMALL 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 Ya BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOTAAPWA STANDARD SPECIFICATION 944.3. 7. PICK I LFTI NG HOLES ARE TO BE GROLTED WATER TIGHT USE GROUT TYPE 2 FOR NOWSHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9.2D.3(2). S. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. S. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME 1S 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. UNIU:55 OTH ERWISE NOTED. DRAWING 15 NOT M 5CALE [NTS) STD. PLAN - 202.00 R ►%R P WORKS `DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 I :45 DATE BY I DATE I APPR DESIGNED: H. H. PHAN DRAWN: H. H. PHAN CHECKED: APPROVED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DATUM ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DocuSign Envelope ID: 6EECFSB6-602A-4E4A-B436-A317AA638878 CITY OF RENTON Planning/Building/Public Works Dept. JOINTS IN FILTER FABRIC SHALL 8E SPLICED AT POSTS- USE STAPLES. WIRE RINGS. OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2'xZ• 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 1 LH IN LJ POST SPACING MAYBE INCREASED I I 4 x4 MIN TRENCH 1Y NI IN I TO8' IF WIRE BACKING IS USED I BACKFILL TRENCH WITH NAT VE SOIL OR 3A4- TO 1.1A2- WASHED GRAVEL 2514- WOOD POSTS, STEEL FENCE POSTS OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE t.1. SILT FENCE MAYBE USED DOWNSLOPE OF ALL DISTURBED AREAS. 12. SLT 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 SN2E 10.604E_15mm) FOR SILT FILM 5D-100 SIEVE SIZE 10.3D47.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC' MINIMUM GRAB TENSILE STRENGTH (ASTM 04632) 180 LDS. MIN. FOR EXTRA STRENGTH FABRIC 10o LEIS. MN. FOR STANDARORTRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM 04632) 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 FIFLD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT PENCE IS USED, THE STANDARD 47(4- TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN ATRENCH 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. 32. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FFNCE, 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 SKINS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNE LILATION 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 S INCHES HIGH. 3.5, IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SMALL BE REPLACED UNLESS OTHERWISE NOTED, DHA W ING IS NOT TO SCALE {NTS} STD. PLAN - 214.00 ,o PUBLIC WORKS R 9/28/2018 SILT FENCE DEPARTMENT GAZ DATE :45 R-405507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING swarlick 04/18/2019 CALLOUS COMMUNITY DUPLEX DATE: 4-01-2019 1504 KI RKLAN D AVE NE FIELDBOOK: RENTON, WA 98056 PAGE: STANDARD DETAILS - 1 C7 J elm W x W nJ I..L Z 5� L 0 U U) Z) J Q 0 'LJ u J 0 1 0 1 LLJ 00 I— LLI LL I V 0 T a� E z 0 0 6 c� I I 0 N cn o, c 0 0 0 Q X EL cL O W z N r.I Ln CD N r cl SPECIAL NOTE: IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. TRAFFIC FLOW 2" HMA 2" TO 8" HMA L_ 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. MIN I MIN VARIES I MIN I MIN FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH 2" — 6" MIN. HMA (SEE NOTE 2) AR-4000W I (EACH SIDE) 6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR, SAWCUT AFTER BACKFILL (EACH SIDE) \—CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL— SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR STD' PI�AN — 110 ,� j PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID 'PR ED ��► DEPARTMENT PAVEMENT WITH OVERLAY l� 7 C[Qiffly Land Planning III, Civil Engineering 0 5130 South 166th Lane N SeaTac, WA 98188 T (206) 229-6422 LL Q 0©Ho-S C�II H C� SEWER 10-1/2" I 11" � 1 —1 /4" CAST IRON RING AND RECESSED LIFT POCKET Not t0 Scale FRAM E '?—CS" ni ALIr-rrn N 0 TES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No, 369a (PRODUCT NO. 00369803) OR APPROVED EQUAL_ CLEAN OUT SHALL 6E A WATER TIGHT ASSEMBLY 2. IN UNIMPROVED AREAS, POUR A 1'-0' THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. OR DABLE STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT APpaovEo; DEPARTMENT FOR SANITARY SEWER MAIN 1 F Gn!q a 5 Puhie II n nGx 0 rY1 I I-,- EX. SEWER MAIN ,--SPOOL (LENGTH AS NEEDED) z 0 6" SEWER STUBE SEWER MAIN TEE X 6" TEE W Z COUPLING (TYP.) 41 a =I S2 �i i r�_--------: -- _j — —• ---- � �_� BEND AS - REQUIRED -EXISTING SANITARY jS SEWER MAIN ., r,v uiu 51 OPE "B" SEWER STUB SEWER MAIN SIZE X 6" TEE PROPERTY LINE I a -a" FUTURE 4-" SIRE 51=+hfER DC----------� i 2"x 4' STUD MARKING POST PAINTED 6" CAP WHITE WITH THE WORD "SEWER" STENOLEEI IN 3" HIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD, 5"X5'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00357502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STU. PLAN 403.1 FOR INSTALLATION) JM EAGLE THREADED CLEAN -OUT ADAPTER HUB & PLUG (OR APPROVED EQUAL) 6"x6"x5" vvYE FUTURE 4" SIDE SEWER � FUTURE 6„ x 4" REDUCER ACCEPTABLE PROCEDURES F A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B, CONCRETE MAIN - GUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)- C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE --GRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE 00NNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 30DO PSI MIX CONCRETE O fi"' TEE BLOCKING �'a µp'f S%- G� 2X M1F1 SLOPE HORIZONTAL 64' MIN. SEWER SEWER MAIN MAIN CONCRIFTE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25- AND,+45- TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER 15 LOWER. Aoft STANDARD SIDE SEWER STD. PLAN - 406.1 OR]PUBLIC WORKS APP VED; DEPARTMENT INSTALLATION p (SrEWER MAIN TO PROPERTY LINE) :"► ,� f}A Lid O O 0') 7- A, u Q J • m� R-405508 X IN COMPLIANCE WITH CITY OF RENTON STANDARDS IiJ J IZ DEVELOPMENT ENGINEERING 4 swarlick 04/18/2019 JOB No. SURVEYED: SCALE: CALLOUS COMMUNITY DUPLEX DATE: 0 4-01-2019 R17420 NA HORIZONTAL: NAD VERTICAL: NA1504 KI RKLAN D AVE NE 0 DESIGNED: 1983/1991 83/1FIELDBOOK: r , H. H. PHAN � PAGE: �/ DRAWN: CITY OF RENTON, WA 98056 U) DRAWING NO: H. H. PHAN DATUM RENTON "R CHECKED: ONE INCH CQ 0 IFNOTO ECNCH NXIOIF I AT FULL SALEPlanning/Building/Public Works Dept. ((,,�� J APPROVED: SCALE ACCORDINGLY F: J STANDARD DETAILS 2 SHEET: O NO. REVISION BY DATE APPR 8 141 U LO O O O d') 7- A, u Q J Tid x W J n 0 Z D 75 75 O U U) Z) 0 J J Q U LJJ L J O I O 1 r) W U) O O J N Z 5 O T J is 0 U I I CD N (n C / Q C� X N Q (n 0 U W Z N Q C C5 Y O Ln I CD N / C 0 J C O L C DocuSign Envelope ID: 6EECF5B6-802A-4E4A-B436-A317AA638878 DESIGNER TO SPECIFY WATER STORAGE "AfWN FOR EDGE TREATMENT OPTIONS, OVERFLOW BY UCTURE PER STD. PLAN SEE STD. PLAN 26220 BOTTOM WIDTH 202-40 UNLESS SPECIFIED OTHERWISE MIN. 18, SIOEWALH OR LANDSCAPING SIDE SLOPE AT TREE. SEE NOTE 7 TOP ELEVOF ATION BANK �'�r 8' MIN. 8"MIN. ROADWAYI pj 2'-12' PDNDING FREEBOARD PARKING LOT I DEPTH _1, T [1 _ - 1F> T RANSiTIUN ZONE SOIL, 2•5 MIN. Air 2.5 MIN. = SEE STD. PLAN 262.20 •''P-.'.SS •' •';, �" .:� • •� • . -tom .;.': ••F er .� - 2.4- DEPTH ARBORIST -.-(�• •f+0. 1 ,•y 'l l.: ^. WOOD CHIP MULCH, , r_:•a-°Dar.-� •- 1 . SEE NOTE ,f ski,:,'.::. J': '� 1B'MIN.'t':.: � -ANGLE OF REPOSE SIORETENTION SOIL MIX (BSM I. OVERFLOW TO STORM MAIN SEE NOTE 9 IT MIN. ABOVE \ J SCARIFIED AND UNCOMPACTED SUBGRADE. SEASONAL HIGH SEE NOTES 1 AND 2 GROUNDWATER OR - HYDRAULICALLY RESTRICTIVE LAYER GRAVEL BASE, SEE STD. PLAN 262.40 NOTES: L AVOID COMPACTION OF EXISTING SUBGRADE BELOW BASIN. 2. SCARIFY SUBGRADE TOA DEPTH OF 3 INCHES MINIMUM IMMEDIATELY PRIOR TO PLACEMENT OF BIORETENTION SOIL MIX (BSMI AND UNOERORAIN AGGREGATE. 3. 1S' MIN. BIORETENTION SOIL MIX ON BOTTOM AND SIDES TO TOP OF PDNDING AREA. BR)RETENTION SOIL MiX TO MEET STD. PLAN 262.60, 4. ARBORIST WOOD CHIP MULCH TO MEET STD. PLAN 262.60. S. DO NOT USE FILTER FABRIC BETWEEN SUBGRADE AND THE BIORETENTION SOIL MDX. S. MAXIMUM LONGITUDINAL SLOPE (ALONG DIRECTION OF FLOW) OF MORETFNTION SWALES SHALL BE BIL. 7. WHERE NOT CONFLICTING WITH REQUIRED CLEARANCES OR UTILITIES, TREES MAY BE LOCATED IN BIORETENTION. REDUCE BOTTOM WIDTH TO 9INCHES MINIMUM AND INCREASE SIDE SLOPE TO 1.$H:1 V ADJACENT TO TREE. TREES TO BE LOCATED ONLY OUTSIDE OF LINER FOR LINED FACILITIES - GENERAL NOTES: 1. MINIMUM UTILITY SETBACKS ANp PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS. STD- PLANS n5DD. 265.10, ANp 285-211. AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS- 2. BSM PLACEMENT, GRADING, AND CONSOLIDATION SHALL NOT OCCUR WHEN THE BSM IS EXCESSIVELY WET OR HAS BEEN SUBJECTED TO MORE THAN 1!2' OF PRECIPITATION WITHIN 48 HOURS PRIOR TO PLACEMENT. EXCESSIVELY WET IS DEFINED AS BEING AT OR ABOVE 22°A SOIL MOISTURE BY A GENERAL TOOLS AND INSTRUMENTS DSMMI PRECISION DIGITAL SOIL MOISTURE METER WITH PROBE TOR EOUIVALENTI. THERE SHOULD BE NO VISIBLE FREE WATER IN THE MATERIAL. THE CONTRACTOR SHALL PLACE SSM LOOSELY WITH A CONVEYOR SELT OR WITH AN EXCAVATOR OR LOADER FROM A HEIGHT NO HIGHER THAN 6 FEET, UNLESS OTHERWISE APPROVED BY THE ENGINEER (LE., DO NOT DUMP MATERIAL DIRECTLY FROM TRUCK INTO CELL). COMPACT BSM USING NON -MECHANICAL COMPACTION METHODS 1E.G., BOOT PACKING, HAND TAMPING, OR WATER CONSOLIDATION) TO 83%(t Z%) OF THE MAXIµ1JM DRY DENSITY PER MODIFIED PROCTOR TEST (ASTM 01557). OR AS DIRECTED BY THE ENGINEER. 3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI srDA PLAN - 262.00 ■ PUBLIC WORKS BIORETENTION SECTION arime. RI [77DEPARTMENT (NO UNDERDRAIN) GAZ 9/28/2018 I 1,e.1A,amwni.mr DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-9436-A317AA638878 PLANTING ZONES, SEE BELOW I I I I 2'4' DEPTH ARBOIiIST I I I I WOOD CHIP MULCH, SEE STD. PLAN 282.60 BOTTOM WIDTH SIDE SLOPE AT MIN. IF TREE,SEE NOTE 1 ROADWAY _ _- - -SIDEWALK DR LANDSCAPING 2"•12' PDNDING DEPTH 1.5 r-rar . TRANSITION ZONE SOIL.-', �'e'' 'r: `'. - - ---+-. •f,a� rd�4�= SEE STD. PLAN 282.20 ",'•I I•i ti f, I•i . �.5�- • per, F6+M IH. �.C?-y�'yc,•Ii'••�! � rr:� J.i °18'MIN.rhf-'`�pl. As x: r�{a• SIORETENTION SOIL MIX. SEE STO. PLAN 282.60 SCARIFIED AND UNCOMPACTEO SUBGRAOE NOTES: 1. WHERE NDT CONFLICTING WITH REOU IRED CLEARANCES OR UTILITIES, TREES MAY BE LOCATED IN WORETENTION REDUCE BOTTOM WIDTH TO B- MIN. AND INCREASE SIDE SLOPE TO 1 SMA V ADJACENT TO TREE. TREES TO BE LOCATED ONLY OUTSIDE OF LINER FOR LINED FACILITIES. GENERAL NOTES: 1. ALL PLANTS SHALL BE SELECTED WITH A MAXIMUM MATURE HEIGHT NOT GREATER THAN WNCHES ABOVE THE TOP OF THE FACILITY. WITH THE EXCEPTION OF TREES AND ACCENT SHRUBS. 2. SEE STD. PLANS 282.00.262.10. AND 282.20 FOR SECTION VIEWS OF SIORETENTION FACILITIES. 3. SEE THE CITY OF RENTON SURFACE WATER DESIGN MANUAL )RENTON SWOM) TABLE C.2.6.A FOR A SELECTION OF APPROVED WATER TOLERANT PLANTS. ADDITIONAL SPECIES ARE ALLOWED WITH CITY APPROVAL. 4. SELECT MINIMUM OF 504y EVERGREEN PLANTS. 5- PLANTS ADJACENT TO STREET, DRIvEwAY, OR SIDEWALK SHALL BE SELECTED AND SPACED TO ALLOW ACCESS TO VEHICLES AND NOT IMPEDE PEDESTRIANS. 5. PLANTS SHALL BE SPACED TO ENSURE CLEAR ACCESS AND UNIMPEOED FLOW FROM INLETS. OUTLETS. AND OVERFLOWS. 7. CONTINUE MULCH FOR A MINIMUM OF 2-FEET PAST THE TOP OF BANK ELEVATION OR INSTALL LANDSCAPE EDGING IF FACILITY IS ADJACENT TO TURF. 8. PLANTING DESIGN SHOULD MINIMIZE COMPACTION OF BIORETENTION SOIL MIX THROUGH PLANNED MAINTENANCE ACCESS. ANNUAL PLANTS REQUIRING SOIL DISTURBANCE FOR HARVESTING (E.G., CARROTS) OR ANNUAL REPLANTING ARE NOT PERMITTED. 9. SEE CONSTRUCTION PLANS FOR SPEC IF IC PROJECT REQUIREMENTS. TABLE: PLANTING ZONES ZONE PLANT TYPE LOCATION EMERGENTS, PERENNIALS& LOW SHRVBS(PLANTS THAT CAN TOLERATE STANDING WATER) FACILITY BOTTOM EMERGENTS. PERENNIALS & LOW SHRUBS (PLANTS THAT CAN TOLERATE OCCASIONAL STANDING LOWER SLOPE TO TOP OF PDNDING L! WATER) GROUNDCOVERSISHRUBS UPPER SLOPE i SIDEWALK GRADE ACCENT SHRUBI SELECT PRIATE SHRUB SIDEWALK GRADE I LOWER SLOPE! FACILITY BOTTOM 8AS{ ED ON ONER a } TREE UPPER SLOPE. SEE NOTE 1 BIORETENTION PLANTING - SECTION VIEW STD. PLAN - 262.50 PR D: GAZ 9/28/2019 1 �,..,., DATE :45 AN E N H. A a r X` OF WAS�jI Land Planning e Civil Engineering 5130 South 166th Lane 4 0� �I 42815 N SeaTac, WA 98188 °�0� ��GISTEg�� T (206) 229-6422 �SSIONAL E���� Q DocuSign Envelope ID: 6EECF5B6.602A-4E4A-B436-A317AA638878 6" MIN., SEE NOTE 1 CONCRETE CURB. SEE STD. PLAN 101 1. 2% STREET J _ T 6 TRANSITION ZONE SOIL. SEE NOTES 2 AND 3 2'4" DEPTH ARSOM ST WOOD CHIP MULCH, SEE STD. PLAN 262.60 SIORETENTION SOIL MIX, SEE NOTE 4 70P OF PDNDING TOP OF BANK ELEVATION 1. 6r MIN. �f FREE+BOARD ,y 70P OF PON DING SIORETENTION ADJACENT TO CURB 8' MIN., SEE NOTE SIDEWALK, DRIVEWAY, OR FREEBOARD w 1' DRIVING SURFACE L TRANSITION ZONE SOIL, SEE NOTES 2 AND S 2'-4- DEPTH ARSORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 B IORETENTION SOIL MIX. SEE NOTE 4 BIORETENTION ADJACENT TO SIDEWALK, DRIVEWAY, OR DRIVING SURFACE WITH FLUSH OR NO CURB NOTES: I. SHOULDERILEVEL AREA WIDTH TO BE &INCH MIN. IN AREAS WITHOUT PARKING. PLANTINGS ADJACENT TO PARKING SHALL BE SELECTED AND SPACED TO ALLOW ACCESS TO VEHICLES- 2. COMPACT TRANSITION ZONE SOIL IMMEDIATELY BEHIND CURB TO 90% MAX. STANDARD PROCTOR DENSITY 1A5TM DEEI 3- TRANSITION ZONE SOIL SHALL BE BIORETENTION SOIL MIX OR AMENDED SOIL PER GENERAL NOTE 1, 4. 16' MINIMUM BIORETENTION SOIL MIX PER STD. PLAN 262-BG TO TOP OF PDNDING DEPTH GENERAL NOTES: 1. SOIL AMENDMENT: SCARIFY OR TILL SUBGRADE TO &INCH DEPTH. PLACE 3ANCHES OF TOPSOIL ON SURFACE AND TILL INTO `✓INCHES OF SITE SOIL. SCARIFICATION DOES NOT APPLY TO LINED FACILITIES. TOPSOIL SHALL HAVE A MINIMUM ORGANIC MATTER CONTENT OF 10%, DRY WEIGHT IN PLANTING BEDS AND 5% IN TURF AREAS, AND A pH FROM 6-0 TO 8.0 OR MATCHING THE PH OF THE ORIGINAL UNDISTURBED SOIL. 2. SEE STD. PLAN 262.30 FOR CURB CUTS. 3- FOR FACILITIES WITH LINERS. PROVIDE LINER ANCHOR PER WSOOT SPECIFICATIONS 8-29.W). 4, SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTRERWZE NOTED, DRAWING IS NOT TO SCALE INTS) STD. PLAN - 262.20 PUBLIC WOVQRKS APPROVED' rDEPARTMENT BIORETENTION - EDGE TREATMENTS GAZ 9/28/2018 1 vtov DATE DocuSign Envelope ID:6EECF5B6-602A-4E4A-B436-A317AA638878 UNDERARAIN AGGREGATE TABLE: UNDERDRAIN AGGREGATE GRADATION SIEVE SIZE PERCENT PASSING 3A-INCH IN PERCENT 1144NCH 30 TO 610 PERCENT U.S. NO. 8 20 TO 50 PERCENT U.S. NO. 50 3 TO 12 PERCENT U.S. NO. 200 0701 PERCENT UNDERDRAIN AGGREGATE MUST CONSIST OF SCREENED SAND, GRAVEL OR OTHER INERT MATERIALS, OR COMBINATIONS THEREOF, FROM SOURCES APPROVED BY THE ENGINEER. HAVING HARD. DURABLE PARTICLES FREE FROM ADHERENT COATINGS. THE MATERIALS MUST BE WASHED THOROUGHLY TO REMOVE CLAY, LOAM, ALKALI, ORGANIC MATTER, OR OTHER DELETERIOUS SUBSTANCES. PARTICLES RAVI NGA SPECIFIC GRAVITY LESS THAN 1.115 MUST NOT EXCEED 1.0 PERCENT OF THE TOTAL WEIGHT. ORGANIC MATTER, BY CALORIMETRIC TEST, MUST NOT BE DARKER THAN THE REFERENCE STANDARD COLOR (ORGANIC PLATE NO. S) AASHTO T21 UNLESS OTHER TESTS PROVE A DARKER COLOR TO BE HARMLESS. BIORETENTION SOIL MIX BIORETEN71ON SOIL MIX (BSM) SHALL BE A WELL.SLEN DED HOMOGENEOUS MIXTURE OF 60 TO 65 PERCENT BY VOLUME MINERAL AGGREGATE FOR SIORETENTION SOIL AND 35 TO 40 PERCENT BY VOLUME COMPOST AS DETAILED IN THE TABLES BELOW. MINERAL AGGREGATE FOR BIORETENTION SOIL TABLE: MINERAL AGGREGATE GRADATION SIEVE SIZE PERCENT PASSING 3iB•INCH 100 PERCENT V.S. NO. 4 95 TO 100 PERCENT V.S. NO. 10 75 TO 90 PERCE NT U.S. NO. 40 25 TO 40 PERCENT U.S. NO. 100 4 TO 10 PERCENT U.S. N0. 200 1 2 TO 4 PERCENT MINERAL AGGREGATE FOR 91ORETENTiON SOIL MUST BE FREE OF WOOD, WASTE, COATING, OR ANY OTHER DELETERIOUS MATERIAL, AND ALL AGGREGATE PASSING THE NO. 200 SIEVE SIZE MUST BE NON -PLASTIC. MINERAL AGGREGATE MIDST BE ANALYZED BY AN ACCREDITED LAB USING THE SIEVE SIZES NOTED IN THE TABLE TO THE LEFT, AND MUST MEET THE REQUIRED GRADATIONS. COMPOST TABLE: COMPOST GRADATION SIEVE SIZE MIN. PERCENT PASSING 2-INCH IN PERCENT 1-INCH 99 PERCENT 5i&INCH 90 PERCENT 114-INCH 75 PERCENT COMPOST MUST ORIi INATE A MINIMUM 65 PERCENT BY VOLUME FROM RECYCLED PLANT WASTE COMPRISED OF YARD DEBRIS, CROP RESIDUES, AND SULKING AGENTS. AND MEET THE DEFINITION OF OOMPOSTED MATERIAL- IN WAC 1T3-350.100. COMPOST SHALL HAVE A MOISTURE CONTENT THAT HAS NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING THE MATERIAL. COMPOST SHALL HAVE AN ORGANIC MATTER CONTENT OF 40 PERCENT TO 65 PERCENT BY DRY WEIGHT. A CARBON TO NITROGEN RATIO BELOW 25!1, AND A PH BETWEEN 6.0 AND 8.0 ABORIST WOOD CHIP MULCH TABLE: ARBORIST WOOD CHIP MULCH GRADATION SIEVE SIZE PERCENT PASSING 6-INCH IN PERCENT 2-INCH 85 TO 100 PERCENT 1-INCH 70 TO 100 PERCENT 51&INCH 0 TO 50 PERCENT U.S. NO. 4 0 TO SO PERCENT ARSON ST WOOD CHIP MULCH SHALL BE COARSE GROUND WOOD CHIPS (APPROXIMATELY Ire TO S' ALONG THE LONGEST DIMENSION) DERIVED FROM THE MECHANICAL GRINDING OR SHREDDING OF THE ABOVE•GRO UND PORTIONS OF TREES. IT MAY CONTAIN WOOD. WOOD FIBER. BARK, BRANCHES. AND LEAVES. BUT MAY NOT CONTAIN WEEDS, WEED SEEDS, OR VISIBLE AMOUNTS OF SOIL. UNLESS OTHERVASE NOTED, ORAwING IS NOT TO SCALE (NI UNDERDRAIN AGGREGATE, STD. PLAN-262.60 t�. PUBLIC WORKS �11 DEPARTMENT BIORETENTION SOIL MI?[, AND MULCH GAZ 9/28/2018 I SPECIFICATIONS DATE JOB NO. R17420 NO. REVISION :45 AN :4 5 AN DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 MATCH MATCH GUTTER CURB WIDTH WIDTH • 5TREAMBED B" COBBLES, 12' MIN, t1 SEE NOTE 3 C + • g • .. , ova n 0 • •TAPER. (TAP.) . `f j 18'-2A" DESIGNER Q Qa 12, TO SPECIFY. (NFL" � a , SEE NOTE 2 3'•S" MIN. l TAPER GUTTER AT CURS CUT TO MATCH GUTTER SLOPE UPSLOPE AND DOWNSLOPE OF CURB CUT PLAN Y GUTTER DEPRESSION AT FLOWLINE GUTTER UPSLOPE AND TYPICAL SIDE SLOPE VA DOWNSLOPE OF CURB CUT 2'4' ARBORIST WOOD CHIP SLOPE - - � 2S MULCH, SEE STD. PLAN 262.80 __� IMFLOW 8" MIN. FREEBOARD ��1 ROADWAY 4. 1DROP TO COBBLES 8' w �•{ 4' CRUSHED SURFACING ��\ ``\i`,%,�\` 7, ice'+ �L '�'� 11 'r YI �r"-r [j��y, _•'y., �y'r, TOPCOURSE i i '�� % _,�, Y'' 3,• • _:� �'4'I'r E F \� I \\ OOMPACTSOILBELOW COBBLES, SEE NOTEd \ j i- �`•>i"'+7•¢'�-•F.teTy,'�ayY yy-. _ �` .i..". �� +; ,< ' 1•� 18' MIN. • .�_ ,�_. 1_ Utz 'An A�- NOTES: SECTION A UNCOMPACTED SIORETENTION SOIL I MIX (BSM). SEE 3TO. PLAN 252.60 1. SEE STD. PLAN 262.20 FOR EDGE TREATMENT OUTSIDE INLET AREA. 2. INLET CURB CUT WIDTH SHALL BE 2C ON GUTTER SLOPES 2 5%AHD I ON GUTTER SLOPES < 5%. 3. STREAMBED COBBLES SHALL BE F COBBLES PER WSDOT 9A3.i,(2j. COBBLE PAD TO BE 8' THICK, WITH 1;1 SIDE SLOPES, TAPERING TO IT HIDE AT FACILITY BOrrOM. 4. COMPACT MORETENTN7H SOIL MIX UNDER GOBBLES TO 90%MAX STANDARD PROCTOR DENSITY (ASTM 08S6). GENERAL NOTES: 1. BOND NEW CURB AND GLITTER TO EXISTING CURB AND GUTTER WITH EPDXY AND DOWEL CONNECTION, IF RETROFITTING INTO EXISTING CURBLINE. REFER TO STD. PLAN 101.10 FOR EXPANSION JOINT DETAIL. 2. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQU[REMENTS. U NLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 262.30 r PUBLIC WORKS BIORETENTION - CURB CUT INLETS PR D 9126120181 VURF DEPARTMENT GAZ DATE :45 AHI DocuSign Envelope ID: 6EECF5B5.602A-4E4A-B436-A317AA638878 CAST IRON BEEHIVE GRATE AND FRAME, SEE NOTE 1 CATCH BASIN ADJUSTMENT SECTION AS REQUIRED. DESIGNER TO SPECIFY FLEVATION OPTMDNAL 6' OR V STREAMSED COBBLES, PER WSDOT 9.0&1112j. SEE NOTE 2 r DESIGN PONDING ■ ELEVATION SEE NOTE 3 -� VARIES, 5' MA _ I I - � I TTTI-4TT I UNDERDRAIN PIPE. IF REQUIRED, SEE NOTE 4 O YP.) �. r SEE STO. PLAN 262.10 - 6' MIN. .. ... I I I I III I1111111111111 S-7 T CATCH BASIN TYPE 1 PER STD. PLAN 20D.00 OR OTHER STRUCTURE WITH APPROVAL STORM GRAIN PIPE. !I 12'MIN. $l•r•1' OESIGNER TO SPECIFY) CONCRETE SASE tr v B- MIN. GRAVEL BACKFILL FOR DRAINS, COMPACT PER WSDOT STD. SPEC . S•03.12H) NOTES: 1. FRAME AND GRATE SHALL BE LOCKING AND GRATE SHALL BE BOLTED TO FRAME. FRAME SHALL CONFORM TO WSDOT STANDARD PLAN B•30.10.01. GRATE TO BE DUCTILE IRON BEEHIVE GRATE FITTING 2rx2V FRAME. OLYMPIC FOUNDRY PART SM608H OR EQUAL. SEE STANDARD SPECIFICATIONS 9.05.15(2). 2, MINIMUM STREAMISED COBBLE DIAMETER SHALL BE LARGER THAN MAXIMUM GRATE OPENING. 3. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-D4.3. THEN APPLY MORTAR TO INSIDEAND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND PRIMES- 4- WHEN CONNECTING TO A NEW PIPE. USE A FLEXIEILE CONNECTOR 1KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. GENERAL NOTES: 1- PLANT SPACING WITHIN FACILITY TO ALLOW MAINTENANCE ACCESS TO STRUCTURE- 2. 12-INCH MIN. CLEARANCE WITHIN OVERFLOW STRUCTURE SHALL BE PROVIDED FOR MAINTENANCE ACCESS. 3. OVERFLOW PIPES MUST BE LOCATED AT AN ELEVATION HIGHER THAN THE STORM DRAIN HYDRAULIC GRADE LINE TO PREVENT SACKFUDVV INTO THE BIORETE NTION FACILITY. 4. OVERFLOW STRUCTURE SHALL BE LOCATED WITHIN 10 FEET OF ROAD EDGE FOR MAINTENANCE ACCESS, UNLESS APPROVED OTHERWISE. OVERFLOW STRUCTURE MAYBE LOCATED IN SIDE SLOPES. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 262.40 Aomtk PUBLIC WORKS BIORETENTION - OVERFLOW OUTLET APP ED UR❑EPARTMENT STRUCTURE GAZ 9/28/2018 1 ..bxwad wn.,eww DATE :4 5 AN L J O m 7- , �J J Tdd W R-40551 0 i x IN COMPLIANCE WITH CITY OF RENTON STANDARDS W nJ I..L DEVELOPMENT ENGINEERING swarlick 04/18/2019 Z 5� L SURVEYED: SCALE: DATE: VERTICAL:NAVD1988 CALLOUS COMMUNITY DUPLEX 4_01_2019 0 DESIGNED: NA HORIZONTAL: NAD 1983/1991 15-04 KI RKLAN D AVE NE FIELDBOOK: r , H. H. PHAN CITY OF RENTON, WA 98056 PAGE: DRAWN: w �J J H. H. PHAN ONE INCH DATUM RENTON DRAWING N0: Q CHECKED: ( _� O IFNOTO OI AT FULL NE ��// NCH Planning/Building/Public Works Dept. J APPROVED: SCALE ACCORDINGLY STANDARD DETAILS 4 SHEET: 14 Q BY DATE APPR U LJJ L J 0 0 r) W I— W 75 0 0 a; 0 z 0 0 Q� U I I CD cv U) CT c 0 0 0 Q U X N Q 0 U) 0 U W z Q c O I O N 0 / c 0 0 ARMORCAST PRODUCTS CO. METER BOX PART NO. A6001946TX18 AND CAST IRON READ LID 13"x24%2" PART NO. A6001969RCI-H7. SEE DETAIL BELOW. 9" MIN 12" MAX FINISH GRADE • - o 36" MIN COVER N M V 22-1 /2' CITY PRIVATE PIPING PIPING JI IN UNIMPROVED RIGHT OF J I WAY INSTALL METER BOX AT PROPERTY LINE V07H 12" � W LONG COPPER TAILPIECE. w a I SIDEWALK 0 I TOUCHREAD WATER METER TO BE 12 SUPPLIED BY THE a CITY wi F TYPE `K" SOFT o 0 U COPPER TUBING `N " NEW DUCTILE IRON WATERMAIN F SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO Z ERSETTER FOR 1" METER: FORD VBH72-15W-44-44A, OR PROSERVICE SLACK IN COPPERMcDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 SERVICE LINE TO METER. BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. 1" BALL CORPORATION STOP WITH BALL ALL FITTINGS SHALL BE WITH QUICK JOINT. VALVE. AWWA TAPERED THREAD (CC) INLET. QUICK JOINT OUTLET (1" F61000-4-Q) OR "FOR % x3/4' METER, PROVIDE METER ADAPTERS TO FIT WITHIN 1" AY MCDONALD 4701E FOR COPPER METER SETTER. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A— A DRILL 2' DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. ` a PUBLIC WORKSM.1" WATER SERVICE S• PLAN - 320-1 DEPARTMENT o WATER PLAN GENERAL NOTES Standard Plan No.300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT/APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR 5ECURINIS ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-55S5 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE- 4, ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR M ECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250AS PER ANSI/AWWA C11D/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA CIOS STANDARDS. S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 104NCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60INCHES- AN Y DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PR10R TO CONSTRUCTION. WHERE UTI LFFY CC N F LICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH BACK FILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PR15M AND DRIVEWAYS, AND 85 PERCENT MDO IN UNPAVE ❑ AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICALAND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICALJOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIORTO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND P U FIFTY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURFFY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATI5FACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTSAT LEAST 10 WORKING DAYS PRIOR TO MAKING CDNNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION PONY BEFORE ORDERING THE N EC ESSA RY ADAPTORS AN D FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACK FILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STD. PLAN - 300.0 PUBLIC WORKS DEPARTMENT WATER PLAN GENERAL NOTES �J MARCH 2O10 ag- Q Land Planning o Civil Engineering 5130 South 166th Lane N N SeaTac, WA 98188 Q T (206) 229-6422 Q r',oy H. 74-01- 42815 �I STEg�'� �S'SIONAL Et� FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200. AND WATEROUS PACER WITH fi" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE- 1-1/4" PENTAGON OPERATING NUT, FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 OTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. IS' TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB a. x 5" STORZ 5'x5x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACK OF SIDEWALK CONCRETE SIDEWALK 2" OR PLANTING STRIP 36" MIN COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO - STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A I STIMSONITE TWO-WAY BLUE REFLECTIVE 101*L'L111 01IM-1R81914101t CONCRETE J THRUST BLOCK MAIN LINE TEE. WITH fi" FLANGE SIDE OUTLET. GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEA- 6" pUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16' x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL - FIRE HYDRANT ASSEMBLY 1; J r LEVEL ALL GROUND / MIN 3' RADIUS ONE MAN ROCK 0 TE PAD /6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 + DEPARTMENT V,lp MARCH 2O10 TESTING DETAIL 1 TAPPING TEE (MJxFL) TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2-INCH TAP AND 2-INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING E VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF TEMPORARY BLOCK FINAL CONNECTION DETAIL D NEW ❑.I. WATER LINE AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.J. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL- BOLTS AND NUTS SHAL BE CDR -TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. .3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE L- WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. a. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB, 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. + 1+ PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN — 300.1 DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 F EXISTING WATER LINE PLAN VIEW TESTING DETAIL * 38 FT .. �� NEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'7AP & 2"PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ CONC. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2'iAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE � a PUBLIC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN — 300.2 DEPARTMENT IN -LINE TEE & ONE VALVE MARCH 2O10 v1 J C) TO VJ r Tdd W R-40551 1 x IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU J WATER UTILITY DEVELOPMENT ENGINEERING agafour 04/16/2019 swarlick 04/18/2019 0 JOB NO. SURVEYED: SCALE: DATE: VERTICAL:NAVD1988 CALLOUS COMMUNITY DUPLEX 4-01-2019 p M/ 420 DESIGNED: NA HORIZONTAL: NAD 1983/1991 1504 KI RKLAN D AVE NE FIELDBOOK: r , H. H. PHAN CITY OF RENTON, WA 98056 PAGE: DRAWN: Z) DRAWING NO: H. H. PHAN DATUM RENTON 0 CHECKED: ONE INCHATFULLSCALE C11 IF NOT ONE NCH Planning/Building/Public Works Dept. J APPROVED: SCALE ACCORDINGLY STANDARD DETAILS 51SHEET: 1 14 Q NO. REVISION BY DATE APPR U W N U I I O N (n C Z7 0 Q 0 X (D Q_ D O 0 w Z N Q C i7 O IP I O N O, C 0 / 0 L C O 30 MIL MIN. GEOMEMBRANE LINER Y. 30 MIL MIN. GEOMEMBRANE ,` .x' '•Y -� : ry , r. 12" MIN. LINER _r �3. 'ti ' y.., `� �.„ : f ;": t s. _ DESIGNER TO DESIGNER TO SPECIFY y°� `+i- .rJ ; t. SPECIFY MIN. PIPE "'r-^>; ' ` } - : '� •r DESIGNER TO MIN. CLEARANCE "-+T��_:COVER ASREOUIRED 1 SPECIFY �MIN. PIPE ' �!,:�•.♦:ISri,'c:.. : AROUND UTILITY, SEE NOTE 3 ;..-r BY UTILITY PROVIDER, COVER AS REQUIRED 30" MIN. BY UTILITY PROVIDER, VERIFYTO BOTTOM OF FACILIN.PARSEIEE NOTE 3 �� �� OonO 30" MIN. O L NATIVE SOIL, SEE NOTE 2 EXISTING UTILITY SERVICE TO REMAIN IN PLACE, SEE NOTE 1 SECTION - SHALLOW UTILITY SERVICE SCALE: NTS UNDER BIORETENTION FACILITY q 65.00 .-, .1. . .1. . DESIGNER TO SPECIFY i ;!?/' ;; ." ;ti,; c � •2 MIN. PIPE COVER AS ' .y REQUIRED BY UTILITY 7t-'� ; t; �' ;y��5,� • = ;. PROVIDER, 30" MIN. EMBED LINER 3" MIN. 1 INTO NATIVE SOIL NATIVE SOIL. SEE NOTE 2 EXISTING UTILITY SERVICE TO REMAIN IN PLACE, SEE NOTE 1 SECTION SHALLOW UTILITY SERVICE WITHIN BIORETENTION FACILITY 3 SCALE: NTS I 265.00 DESIGNER TO SPECIFY MIN. CLEARANCE AROUND UTILITY, SEE NOTE 3 DESIGNER TO SPECIFY MIN. PIPE COVER AS REQUIRED BY UTILITY PROVIDER, 30" MIN. J ^ OV 30 MIL MIN. GEOMEMBRANE LINER LINER UTILITY SERVICE EMBED LINER 3" MIN PIPE CASING PER STD. PLAN 412 NATIVE SOIL, EXISTING UTILITY MAIN TO � . INTO NATIVE SOIL SEE NOTE 2 REMAIN IN PLACE. SEE NOTE 1 SECTION - ENCA8 D UTILITY SERVICE SECTION - SHALLOW UTILITY MAIN WITHIN BIORETENTION FACILITY C� WITHIN BIORETENTION FACILITY D SCALE: NTS 65.00 SCALE: NTS 65.00 NOTES: 1. CONTRACTOR SHALL LOCATE AND DETERMINE DEPTH OF EXISTING UTILITY WITHIN THE FOOTPRINT OF THE BIORETENTION FACILITY WHILE LIMITING THE AMOUNT OF DISTURBANCE TO THE SOIUBACKFILL MATERIAL OVER AND AROUND THE UTILITY PIPE. IF ELECTROMAGNETIC UTILITY LOCATING, POTHOLING, OR OTHER METHOD REVEALS THAT THE UTILITY PIPE DOES NOT MEET THE REQUIRED CLEARANCE FROM THE BOTTOM OF THE BIORETENTION FACILITY, THE UTILITY PROVIDER MAY REQUIRE IMPLEMENTATION OF PROTECTION MEASURES THAT EXCEED STANDARDS SHOWN PER THEIR OWN STANDARDS OR REQUIRE THE EXISTING UTILITY TO BE RELOCATED OUT OF THE BIORETENTION SECTION. 2. EXISTING UTILITIES AND NATIVE SOIL AROUND EXISTING UTILITIES SHOULD REMAIN IN PLACE WHERE POSSIBLE. IF A PORTION OR ALL OF THE UTILITY IS UNCOVERED DURING EXCAVATION OR EXISTING SOIL WITHIN 1 FOOT OF THE KNOWN EXISTING UTILITY IS SCARIFIED, NATIVE SOIL OR APPROVED ENGINEERED BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED AROUND THE UTILITY PER THE UTILITY PROVIDER'S REQUIREMENTS. PROVIDE THE MINIMUM CLEARANCE AROUND THE UTILITY SERVICE OR MAIN AND SETBACKS FROM STRUCTURAL ELEMENTS (I.E. CATCH BASINS, MANHOLES, VAULTS, ETC.) PER THE UTILITY PROVIDER'S REQUIREMENTS. GENERAL NOTES: 1. ANY DISCREPANCIES BETWEEN THE EXISTING UTILITIES SHOWN IN THE DESIGN DRAWINGS AND THE ACTUAL FIELD CONDITIONS SHOULD BE COMMUNICATED TO THE ENGINEER IMMEDIATELY. 2. UTILITY MAINS SHALL NOT BE SUBJECT TO LOADING FROM NEW CURBSIWALLS. LOAD BEARING LINES TO BE DETERMINED BY THE GEOTECHNICAL ENGINEER. 3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. STD. PLAN - 265.10 • PUBLIC WORKS D: UTILITY CROSSINGS - BIORETENTION SECTIONS PPR DEPARTMENT GAZ 9/28/2018 1 9:45 Public Works Atlministntor DATE GENERAL NOTES; 1. ALL NEWLY -INSTALLED AND NEWLY-REHABLITATED (PUBLIC AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURES. GUTTERS. AND/OR PAVEMENT. 2, THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES(NA55G0) PI PEE INE ASSE SSMENT C ERTI FICATION PROGRAM(PACP)- 3. ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION. 4. CCTV INSPECTIONS SHALL BE RECORDED INAGRANITENETCOMPATIBLE FORMAT DATABASE USING THE LATEST SOFTWARE VERSION AND SU8MITTEDNTH ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EKTERNAL HDD, DVD, OR FLASH DRD/E. 5. ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +1. TWO (2) FEET OF THE MEASU RED LINEAR FOOTAGE BETWEEN MANNDiALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE. S. ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND ACCURATELY ENTERED ON ALL CCTV REPORTS. WORK NOT FOLLOWNG THESE SPEOFICA71DNS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TD RE -CCTV THE WORK. 7, THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS, ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT. TEE CONNECTION, STRUCTURAL DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS. BUT SHOULD NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT. 6, THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND DOCUM ENTER ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURETO STRUCTURE WITH NO"PAUSING'OF THE VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURE. AND OBSERVATIONS ARE SEEN AND LOGGED. 9- JUST PRIOR TO BEGINNING THE CCTV IN5PEC TION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING. WATER (CONTAINING DYE) SHALL BE INTRODVC ED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL IT IS 03SERVE0 AND RECORDED FLOWING PAST THE CAMERA'S FIELD OF VISION IN ITS ENTIRETY. 10_ THE CC TV CAM E RA SHALL HAVE A WATER -LEVEL MEAS U RI N G DEVIC E (BALL, CYLINDER, ETC-) ATTACHED THAT HAS 1(4- AJAR KINGS TO SHOW THE DEPTH OF WATER IN THE PIPE DURING THE CCTV INSPECTION. 11_ ALL MANHDLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION. 12_ PER CITY OF RENTON SPECIFICATION 7-08.S(2)A, SEWER AND STORM DRAIN F4 PELINE SHALL HAVE NO MORE THAN 112' OF PONDI NG TO BE CONSIDERED ACCEPTABLE. U NLE55 GTHE RWI SF %Q Tf I), DINNING 15 NOT TO5CA LE (NT51 STD. PLAN - 266.00 ,• �1 PUBLIC WORKS DEPARTMENT CCTV INSPECTION SPECIFICATIONS :45 A RR ° GAZ 9/28/2018 I v,ble w.es Aa-..n..wr DATE P �G Land Planning o Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 �Aoy HsX. A 42�4-01-� �'LO,c� ��'GISTEg�'�� �SSIONAL E��l (1) OPEN PICKHOL r rw 1 rn�t vO 1rI11: (2) 3I8--16 55 SOCKET HEAD CAP SCREW (ALL ENHEAD) WNSHRS ON A B' OVA BOLT CIRCLE PLAN VIEW CAST IRON FRAME AND COVER, SEE NOTE 3 - I ASPHALT. SEE NOTE 4 CLEANOUT RISER, SEE NOTE 2 SOIL TIGHT 4S' BEND WYE r 1' MIN. CURB CUT TO CATCH BASIN EDGE OF CATCH BASIN 4+ • .y e • e • 4 • d 4 ♦ . d 4 � W ♦ Y W W W Y ♦ ♦ W Y Y ♦ Y � W W Y V W W� �• iYWYIWI♦Yii iii � \\ 4 ° A,B.0 UTILITY MAIN W W W W . W . W i i .. W W ,. w W W J. W . W . d / + ♦ .r ♦ ♦ Y ♦ ♦ W ♦ + • Y ♦ + 65.1 .r ♦ YI IW + i + i + i + ♦ i CROSSING + i i i ♦ i i i d ♦ Y W i W ♦ ♦ e W W W W I W ♦ ,,. Y� W ♦ Y + \ d° d ♦ W ♦ ♦ ♦ •\ i Y Y Y T W Y i W W W Y* W W i i ° W Y d f i •Y W W i W � i I- i W W i_ Y+ W i♦ i i W W Y i i Y �.' �. i i W i. W i i ♦ ♦ W W W 'Y �Y -. Y ♦ W 1 i- ♦ W 1.1 + Y . Y i W Y i ♦ - d \♦ + + W Y Y + W + + i UTILITY SERVICE YI I W Y W W W W W + W Y W + 1 ♦ + i + i ♦ i ♦ i W + W Y i W Y W W ♦ W i� W i W i ♦ i CROSSINGSr W + + + + d W W ♦ + ♦ d 'AW Y Y Y W Y + d [ 4° W ,r�.r \Y .r '�- +,_ .. W i ♦iW- . . W i ♦ \i. W =�=Y= W W i o W \ W W♦ W W W♦ W W W♦ W W W W+W♦ W W+ W W W W W W W li' I - O to W i Q � /+ d iW♦ i i W i i W i W i i W + i ♦ ♦ i W Y Y W i ♦ ♦ i w W+ .v 4 ' - d Gam..` i i i ♦ .. i i i . Y . Y (il i i ♦ Y W i i i . Y . . i i i ♦ i i ♦ _ i .� 4 d 4 1 W W W-i i i W ♦ i ♦ . W . ♦ i i♦ . i i W W W 4 4 � � i ♦ Y Y + W + Y ♦ ♦ 1+1 Y ♦ ♦ ♦ ♦ W Y ♦ Y ♦ ♦ . W W I l ° G 4 4�` i ♦ Y' 4-I ♦ i ♦ i a d ° I IT! �° d G 4 a ° BIORETENTION FACILITY 4 d I I� ° d a G d Ip ° 4° A d a ° 4 ° <° d Q 4 d d v ° 4.6 4 4 G 4 ° 4 ° ° 4 OPTIONAL UTILITY TRENCH DAM (TYP.), DESIGNER TO SPECIFY GENERAL NOTES: 1. ABANDONED UTILITIES WITHIN FOOTPRINT OF FACILITY AND OBSERVED DURING CONSTRUCTION MUST BE REMOVED. COORDINATE WITH MUNICIPAL OR PRIVATE OWNER AND ENGINEER. 2. HORIZONTAL SEPARATION BETWEEN WATER MAIN WALL AND TOP OF SLOPE OF THE BIORETENTION FACILITY SHALL BE NO LESS THAN 7 FEET. 3. FIRE HYDRANTS SHALL BE AT LEAST 5 FEET FROM BIORETENTION FACILITY FOOTPRINT. 4. WATER METER SHALL BE LOCATED OUTSIDE BIORETENTION FACILITY FOOTPRINT. 5. MANHOLES SHALL BE LOCATED OUTSIDE BIORETENTION FACILITY FOOTPRINT. 6. A MINIMUM OF 1 FOOT SEPARATION BETWEEN SANITARY SEWER CROSSINGS AND UNDERDRAINS SHALL BE MAINTAINED. 7. UTILITY SERVICE AND UTILITY MAIN CROSSINGS SHALL BE MADE PERPENDICULAR TO THE BIORETENTION FACILITY. 8. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS, UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) TD. PLAN - 265.00 PUBLIC WORKS UTILITY CROSSINGS - BIORETENTION 9/28/2018 EG DEPARTMENT �,.,,���,„rim. DATE h _ T DIA -il 4' B-118" pIA 1a112' DIA 15' DIA FRAME SECTION PAVED AREA (EYP-1 12- EXTEND OV OE SIG CLEANOUT RISER 2-ABOVE DESIGN PONDING ELEVATION OR PER PLAN a DESIGN PONDING ELEVATION - d" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) Q �-{ 8.13,'16' DIA �+-• I1T1} 5t8• FERNCO GASKETE D OUIKCAP OR SIMILAR r4' STREAMBED COBBLES I PER WEOGT 9-W.11(2) CLEANOUT RISER SEE NOTE 2 I CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA SOIL TIG HT COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, DR ROOF DRAIN COLLECTOR ' PIPE, SEE NOTE 1 �. TOOVERFLOW '• STRUCTURE OR STORM MAIN f \, MEC HANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE &INCHES MINIMUM PRIVATE, 8•1NCHES MINIMUM PUBLIC. U N DERDRAIN PI PE PER STD. PLAN 262.10. 2, CLEANOUT RISER SHALL BE SAME SIZE AND MATERIAL AS CONINECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCT NO. OC367549801 OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED -STORM'- 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POURS' 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 UNDER DRAIN, 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 UN DERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOLITS 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 OFSIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTSSH/LLL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS ONERwISC NOTED, DRAWING IS NOT TO SCALE (NTS;' STD. PLAN - 226.00 PUBLIC WORKS APPROVED: DEPARTMENT STORM SYSTEM CLEANOUT GAZ 9/28/2018 1 GATE JOB NO. F U7420 NO. REVISION :45 DocuSign Envelope ID: 6EECF586.602A-4E4A-B436-A317AA638878 SEE NOTE 2 10'MIN. 5' MIN. n HOUSE YARD DRAIN OR CATCH BASIN 1 PLAN WITH SOLID LID ROOF DOWNSPOUT WITH OVERFLOW WYE AND SPLASH BLOCK PERFORATED PIPE TO BE LEVEL FLEXIBLE G,45KETED CAP PER ASTM D5926 CLEANOUT PER STD. PLAN 226.00 6' MIN. 8' MIN, HOUSE 2' MIN, 12" 8' DIA. MIN. SQH40 PVC 12' PIPE PER ASTM 01785 6' DIA. MIN. FERFORATEO RVC • 3- TO 1-1 f2- WASHED DRAIN ROCK PIPE PER ASTM 01765 ' FINE MESH SCREEN, S5304 10z 10 OR SIMILAR ELEVATION COMPACTED BACKFILL f 6' MIN., "N PIPE~ NON WOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDQT SPECIFICATIONS SECTION 9.33.211) TABLE 3 12" MIN. 12' MIN. ABOVE SEASONAL HIGH.\ GROUNDWATER OR HYDRAULICALLY 24' MIN. RESTRICTIVE LAYER SECTION A NOTES: 1. IS MINIMUM SETBACK FROM INFILTRATION TRENCH TO BUILDINGS WITH CRAWL SPACES, BASEMENTS, OR ELEVATIONS BELOW THE OVERFLOW POINT. 2. REQUIRED TRENCH LENGTH VARIES DEPENDING ON SOIL TYPE, UP TO 100' MAX. WHEN LOCATED IN COARSE SANDS OR COBBLES. INFILTRATION TRENCHES MUST BE AT LEAST 20' IN LENGTH PER 1,000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS, INFILTRATION TRENCHES MUST BE AT LEAST 39IN LENGTH PER 1.000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. 3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SOLLE (RiSI STD. PLAN - 225.20 = PUBLIC WORKS SINGLE FAMILY ROOF DOWNSPOUT °°R ° JL�A-*Ar DEPARTMENT INFILTRATION TRENCH GAZ 9/28/2018 I :45 A DATE BY I DATE I APPR DESIGNED: H. H. PHAN DRAWN: H. H. PHAN CHECKED: APPROVED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DATUM ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. �70• I s', Y, 4'.11 I r. OR W L ONE 93 BAR HOOP FOR T HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION *3 BAR EACH CORNER 43 BAR EACH SIDE 03 BAR EACH WAY PRECAST BASE SECTION 43 BAR HOOP #3 BAR EACH CORNER 15" MIN. SEE NOTE I ALTERNATIVE PRECAST BASE SECTION • PUBLIC WORKS DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12. ALL METAL PIPE 15' CPSSP', STD. SPEC. 9.05.20 12' SOLID WALL PVC, STD. SPEC- 9-06.12(1) 15" PROFILE WALL PVC, STD. SPEC.9-06.12(2) 15, 'CORRUGATED POLYETHYLENE$TQRM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE RE BAR SHOWN IN THE PRECAST BASE SECTION. FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECI FICATIO N 9.05.5019)), OR WIRE MESH HAVING A MINIMUM AREA OF O.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION, WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE RE BAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH RAVINGA MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE US ED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2' MINIMUM TO 23' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETW EEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFCATION 94M.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5, THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS INACCORDANCE WITH STANDARD SPECIFICATION 9.20.3(2), 8. ALL GRADE RINGS AND CASTI NGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9.01 THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11, ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE U PON COMPLETION. CATCH BASIN TYPE 1 UN LESS OTH ERYN SE NOTED, DRAWING IS N OT TO SCALE I NTS) STD. PLAN - 200.00 APPR ED: GAZ 9•/28,/2018 7-45 ,9 ad.4+4tra,w f:;,Tf R-405512 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING swarlick 04/18/2019 CALLIDUS COMMUNITY DUPLEX 15-04 KIRKLAND AVE NE RENTON, WA 98056 STANDARD DETAILS - 6 DATE: 4-01-2019 PAGE: C12 ipp EA! 01 LJ J elm Tdd W L J LO 0 I 0 I 0 LLI X W J n 0 Z D 73 75 O U J J Q U C'7 T W LLI ��_ VJ 0 J a> E a z 0 T a J J 0 c a) ry LLJ z a� a C: a L 0 u7 O L c 0 a) ry LLJ z a> a c a L Y O L0 i J Q U ry LLJ O U Cf) CD U I. I I I I I I I I I I I i UJ L I I I I I TWO NON -REQUIRED ON SITE TREE PROVIDED, THREE REQUIRED ON SITE TREE PROVIDED. FIVE TREES WILL BE PROVIDED BY PAYMENT INTO THE CITY'S URBAN FORESTRY PROGRAM FUND. DUE 0 TO REQUIRED SITE UTILITY INFRASTRUCTURE THERE IS NO ADDITIONAL ROOM TO PLANT MORE TREES ON SITE. TREE PLANT SCHEDULE QUANT. BOTANICAL NAME COMMON NAME SIZE 5 ACER TRUNCATUM X A. PLATANOI DES'WARREN RED' PACIFIC SUNSET MAPLE 2" CAL STREET TREE FORM, MINIMUM BRANCH HT. 6' *1 PYRUS CAPITAL CAPITAL FLOWERING PEAR 2" CAL STREET TREE FORM, MINIMUM BRANCH HT. 6' **2 CHAMAECYPARIS NOOTKATENSIS 'GREEN ARROW' GREEN ARROW ALASKAN CEDAR 6-7' * 50% OF TREES ON SITE COUNT AS REPLACEMENT TREES PER CODE, THREE TREES COUNT TOWARD REPLACEMEN I I REES ** NON REQUIRED TREE COUNTS AT 100% FOR TREE REPLACEMENT 10' REQUIRED STREET FRONTAGE / LANDSCAPE AREA KIRKL A Nb A VE NE � 3 3 3 TREE REPLACEMENT/STREET TREE PLAN 10' ON SITE PLANTING AREA AND PLANTING STRIP PLAN GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 QC GHA Landscape Architects 2019 STATE OF WASHINGTON REGISTERED LANDSCAPEARCHITECT qNIL BUCHANAN CERTIFICATE No. 513 9-1 1 " = 10'-0" � U 0 5 10 20 JOB NO. I , I I p I I � I 3 I I I I I I I I I I I I NO. I REVISION I BY I DATE I APPR M 0 * SHRUB WITH MATURE HEIGHT OF 6' + PROVIDE QUANTITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEDULE WHICHEVER IS GREATER GROUNDCOVERS TO BE PLANTED A MINIMUM OF 18" FROM PAVED SURFACES STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT PROVIDE 5' HORIZONTAL CLEARANCE BETWEEN TREES AND UNDERGROUND UTILITIES DEPARTMENT OF COMMUNITY CITY of AND ECONOMIC DEVELOPMENT Renton TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 4 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 0 trees Trees in proposed public streets 0 trees Trees in proposed private access easements/tracts 0 trees Trees in critical areas and buffers 0 trees Total number of excluded trees: 0 trees 3. Subtract line 2 from line 1: 4 trees 4. Next, to determine the number of trees that must be retained°, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 1 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing' to retain4: 0 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 1 trees 7. Multiply line 6 by 12" for number of required replacement inches: 14 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) 2 inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) 7 trees 1 Measured at 4.5' above grade. Z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-13OH7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6) tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/2015 SCALE: DESIGNED: ' NONE DRAWN: CHECKED: ONEINCH AT FULLS IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 RIZONTAL: NAD 1983/1 DATUM CITY OF RENTON C."R Planning/Building/Public Works Dept SHRUB and GROUNDCOVER PLANT SCHEDULE 1 Measured at 4.5' above grade. Z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-13OH7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6) tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/2015 SCALE: DESIGNED: ' NONE DRAWN: CHECKED: ONEINCH AT FULLS IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 RIZONTAL: NAD 1983/1 DATUM CITY OF RENTON C."R Planning/Building/Public Works Dept SHRUB and GROUNDCOVER PLANT SCHEDULE 70 JUNCUS PATENS'ELK BLUE ELK BLUE CALIFORNIA GRAY R-405513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING ' D kngelea Weihs 08/13/2018 CALLIDUS COMMUNITY DUPLEX 4-02-2019 1504 KI RKLAN D AVE NE FIELDBOOK: RENTON, WA 98056 1 PAGE: LANDSCAPE PLAN / TREE RETENTION PLAN 13 14 a J L ) L J 0 I 0 I r) W X LLI n z O CU U) 0 J J Q U T I— Lu Lu 0 C- w z Q 0 T O C- 0 w z Q 0 Ln J Q C) w 0 c� i UD CD 0 i CONSTRUCTION NOTES: CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ALL BEDS TO BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL SHRUB BEDS TO BE 8" BELOW FINISHED GRADE TO ALLOW FOR TOPSOIL AND MULCH NOTIFY OWNER IF EXISTING SOIL CONDITIONS WILL PROVE DETRIMENTAL TO PLANT HEALTH, EVEN AFTER SOIL PREP, SUCH AS EXCESSIVE CLAY SOIL, HARDPAN SOIL, POOR DRAINAGE, OR EXCESSIVE GRAVEL. ADD 3.5" OF 50/50 CEDAR GROVE COMPOST SAND MIX TO PLANTING BEDS AND TILL INTO 6" OF EXISTING SOIL, ADD 2.5 MORE INCHES OF COMPOST SAND MIX AND TILL INTO 6" OF SOIL. COMPACT TO 80% TO PREVENT SETTLING. SEE CIVIL PLANS FOR BIORETENTION PLANTING STRIP CROSS SECTION FOR SOIL DEPTHS AND o CONTOURS. 4-) PLANT TREES PER DETAIL #1 THIS SHEET. PLANT SHRUBS PER DETAIL #2. MULCH PLANTING BEDS WITH 2" OF MEDIUM FINE FIR BARK, KEEPING MULCH 2" FROM TRUNK OF TREE. MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTH GENTLY LOOSEN ROOTS OF CONTAINER STOCK THAT IS ROOTBOUND PRIOR TO PLANTING FERTILIZE WITH BEST-PAKS FERTILIZER, AVAIL. HORIZON 425.828.4554 ONE PACKET PER 1 GALLON, 2 PER 2 GAL, 3 PER 5 gal, 14 PER TREE. EVENLY SPACE PACKS AROUND ROOTBALL ; 6-8" FROM SOIL SURFACE ALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANLA PROVIDE ONE YEAR WARRANTY STARTING FROM DATE OF FINAL ACCEPTANCE COORDINATE ALL WORK WITH GENERAL CONTRACTOR PLANT GROUNDCOVERS A MINIMUM 24" FROM CONCRETE OR ASPHALT SURFACES IF TREE IS 4' OR CLOSER, HORIZONTALLY, FROM A PAVED SURFACES, INSTALL A 8' BY 241, SHEET OF PLASTIC ROOT BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE. CENTER 8' SECTION ON TREE TRUNK, SET TOP OF BARRIER AT TOP OF SOIL SURFACE, BELOW MULCH LEVEL. SET AGAINST ADJACENT PAVED SURFACE OR NEAR VICINITY OF UTILITY PIPE. USE NDS SM-20 SHEETING OR SIMILAR PRODUCT, AVAILABLE FRANK J MARTIN COMPANY 206-523-7665 ALL PLANTINGS ARE DROUGHT TOLERANT ONCE ESTABLISHED. PLANTINGS WILL REQUIRE SUPPLEMENTAL WATER THROUGH THEIR FIRST TWO GROWING SEASONS FOR ESTABLISHMENT. PACIFIC OUTDOOR PRODUCTS SE-5170 IN GROUND MOUNT BENCH GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 (D GHA Landscape Architects 2019 12" GREATER THAN ROOTBALL 1" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE PROVIDE 1" CLEARANCE BETWEEN CHAIN LOCK TREE TIE AND TREE TRUNK. 2" DIA. WOOD STAKES, STAKE NEXT TO ROOTBALL LAYER OF MULCH PER SPECIFICATIONS FORM 3" WATERING RING AROUND TREE, 2" OUTSIDE OF TREE STAKES EXISTING SOIL, 1:1 SLOPE AT SIDES OF PLANT PIT CUT BURLAP BACK FROM TOP 2/3 OF ROOTBALL BACKFILL PER PLANT NOTES SOIL BENEATH TREE TO BE EXISTING SOIL OR COMPACT SOIL TO 85% MAX. DENSITY TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALL SET STAKES PARALLEL TO ADJACENT STREET SET TREE 1" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL TREE PLANTING DETAIL FORM 2" WATER BASIN TOP OF ROOT CROWN N.T.S. BARK MULCH PER SPECIFICATIONS KEEP MULCH 1-2" AWAY FROM STEM OF PLANT EXISTING SOIL, DEEPLY SCARIFY AT SIDES OF PLANT POCKET —IIIIIIIIIIII—III - -IIIIIIIIIIII� � � BACKFILL WITH AMENDED NATIVE SOIL AND FERTILIZER PER SPECIFICATIONS SET AT 1/2" HIGHER THAN GROWN IN NURSERY PLANTING HOLE FIRM BACKFILL IN PLACE AND WATER IN WELL TO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8" WIDER THAN ROOTBALL FOR GROUNDCOVERS DEPTH TO BE SAME AS ROOTBALL OR 12" WHICH EVER IS GREATER SHRUB and GROUNDCOVDER PLANTING DETAIL SECTION N.T.S. JOB NO. OUMVr-Tr-u: SCALE: DESIGNED: NONE RIZONTAL: NADD1983/81 DRAWN: STATE OF WASHINGTON DATUM REGISTERED LANDSCAPE ARCHITECT ONE INCH CHECKED: AT FULL SCALE NEIL BucHANAN IF NOT ONE INCH CERTIFICATE No. 513 APPROVED: SCALE ACCORDINGLY NO. REVISION BY DATE APPR LO O O T CU Q J y 7 R-405514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W J z D DATE: CALLIDUS COMMUNITY DUPLEX 4-02-2019 1504 KI RKLAN D AVE NE FIELDBOOK: CITY OF RENTON, WA 98056 PAGE: RENTON DRAWING NO: Planning/Building/Public works Dept. PLANTING NOTE/ PLANTING DETAILS SHEET: OF: J 14 14 v