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HomeMy WebLinkAboutzR-4124SetCIVIL CONSTRUCTION PERMIT SE 7 /4, NW 7 /4, SEC. 3, TWP. 23 N., RGE. 5 E., W.M. N O Q k FOUND MONUMENT /N CASE FOUND MONUMENT IN CASE �1.0 s� w w �A FOUND 2" BRASS DISC W/ PUNCH IN 4'X4" CONC. MONUMENT & CASE Z (SEP 2013) W � o Q Z) O NE: .�....� FOUND 2" BRASS DISC W/ PUN( IN 4'X4" CONC. MONUMENT & CA: DOWN 0.5' (SEP 201 FOUND 2" BRASS D/SC W/ PUNCH IN 4 "X4" CONC. MONUMENT & CASE ^ Q DOWN 0.5' (OCT 2016) FOUND 2" BRASS DISC W/ PUNCH o IN 4".Y4" CONC. MONUMENT & CASE i DOWN 0.5' (SEP 2013) FOUND 2" BRASS DISC W/ PUNCH IN 4' N" CONC. MONUMENT & CASE (MARCH 2O05) HORIZONTAL CONTROL DIAGRAM, I" = 50' UTILITY CONTA CTS ELECTRICITY/NATURAL GAS- SEWER/WATER PUGET SOUND ENERGY CITY OF RENTON P 0 BOX 97034 1055 S GRADY WAY BELLEWE, WASHINGTON 98009 RENTON, WA 98057 1-800-.321-7890 425-430-72.34 CABLE COMCAST 14870 NE 95TH STREET REDMOND, WASHINGTON 98052 1-877-824-2288 TESC SUPERVISOR 22" W 94' 111L24TH J 11?T ST PLA T CITY OF RENTON, WASHINGTON RECORD DRAWINGS LEGAL DESCRIPTION PER FIRST AXR/CAN TITLE INSURANCE COMPANY SUBD/WS/ON GUARANTEE NUMBER 50OJ353-2988348 DA TED DECEMBER 19, 2017 LOT 1, KING COUNTY SHORT PLAT NUMBER 977031, RECORDED UNDER RECORDING NUMBER 7803140815, IN KING COUNTY, WASHINGTON. EXCEPT THAT PORT/ON CON Vf-YED TO KING COUNTY, A POL/T/CAL SUBD/WS/ON OF THE STA TE OF WASH/NGTON FOR H/GHWA Y PURPOSES AS RECORDED /N NEED UNDER RECORDING NUMBER 20060213000406. OWNER/APPLICANT TUSCANY CONSTRUCTION CONTACT BOB WENZL (206) 714-6707 SHEET INDEX CIK: 1 of 14 C1.01 COVf_R SHEET AND HORIZONTAL CONTROL PLAN 2 of 14 C1.02 SITE AND COMPOSITE UTILITY PLAN 3 of 14 C2.01 TEMPORARY EROSION AND SEDIMENTA TION CONTROL PLAN 4 of 14 C2.31 TESC NOTES AND DETAILS 5 of 14 C3.01 ROAD AND GRADING PLAN 6 of 3 C3.31 ROAD DETAILS 7 of 14 C3.32 ROAD DETAILS 8 of 14 CA01 UTILITY PLAN 9 of 14 CAJ1 DETENTION V/AUL T DETAILS 10 of 14 CAJ2 UTILITY DETAILS 11 of 14 C7.01 SAFE ROUTE TO SCHOOL &FAIM PAfi'iArly rtA=I'LrFffjr /I'1�S�Ilmm- PERMIT NUMBER ENGINEER CI K CONSTRUCTION- C20— 000816 CORE DESIGN INC 12100 NE 1957H ST, SUITE #.300 BOTHELL, WASHINGTON 98011 (425) 885-7877 CONTACT SHER/ H. MURA TA, P.E. - ENGINEER SURVEYOR HANSEN SURI/EY/NG & CONSULTING 4227 S. MER/D/AN STE. C-445, PUYALLUP, WA 98373 (425) 235-8440 EMAIL: HANSENSURVf_Y@'OMCAST.NET SITE INFORMA TION PARCEL NO. 032JO59245 ADDRESS- 4709 NE 24TH ST. RENTON, WA 98059 DA TUM NA VD 88 (CITY OF RENTON) ORIGINATING BENCHMARK CITY OF RENTON CONTROL POINT NO 1841 FOUND 2" FLAT BRASS DISK /N CASE AT THE CONSTRUCTED INTERSEC7ON OF NE 20/7/ PLACE AND DUVALL A if NE PROJECT NO. 18265 ELEVATION.• 426.41 gIDEKOy .�4••�F •WASy��L�;. y BASIS OF BEARINGS Z: CIVIL ENGINEERING LANDSCAPE ARCHITECTURE BASIS OF BEARINGS /S PER K/NG COUNTY SHORT PLA T NUMBER 977031, o •,. 418 RECORD/NG NUMBER 7803140815, RECORDS OF KING COUNTY, WASHINGTON �'o •• Fc �;.••com PLANNING .� / STER•° �� �ONAL DESIGN SURVEYING �SSENG� 7-3-23 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SURVEYED: XXX SCALE: VERTICAL NAVD 1988 83/1 ' CITY 0 F HORIZONTAL: NAD 1983/1991 DESIGNED: SHY, DRAWN: AR RENTON ONE INCH DATU M CHECKED: SHY AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SHY SCALE ACCORDINGLY g1ST S y SE 90TH ST 3i±L�4( a 9 SE 951H WAY 3R0 ST 0 z S' g8TM ST a w z kN' T NE 26TH ST Z 25TH sr of W z NE 22ND ST z z a cy Z L cn a —4-- NE 18 I� NE 17TH ST Np NE 17TH ST NI SUNSETT w J NE SUNSEZ BE NE 14TH ST 3IZ �SUN�'� 9� RENT IN'ISSAQDAH RD 1�F SE — VICINITY MAP 1 " = 2, 000'f RECORD DRA WING R-472407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TITLE SHEET/HORIZONTAL AND VERTICAL CONTROL SHEET ✓ANUARY 2020 PAGE: CI 0-1 T: I OF: 14 0 N N � CL� CL_ O p I N I I E EXISTING RET. RR TIE WADE � 0 I � HOUSE � EXISTING N HOUSE N I_ 0 I SSCO o RIM=421.72 o N ABC C I o Q0 PROPOSED 1 " WATER METER EX/STING 3/4" WA TER SERVICE AND Ln 00 -- -_ TO BE INSTALLED BY CITY FORCES METER TO BE CUT AMD CAPPED AT of SD---A-WAMY-METER P-E�1/T-IS_REQ_UIRED THE MAIN LINE BY CITY FORCES. A SDMH _ ---------------------- ___---- WATER METER PERMIT IS REQUIRED RIM=423.12 : SD - INV=416.98 12"E) o � v 12" CONC. SD o CBSLL INV=416.78�12"SE) cylo SSMH SD RIM-435.33 30' RIGHT OF WAY EASEMENT w a RIM=423.89 / SD SD INV=432.38 8"N PER KCOUNTY RECORDING IEX/STING POWER POLE SA 4TH S INV=432.23(12"E) NUMBER 6417479 o TO BE RELOCA TED INV= 431.91(12 "W) I o �jLLIINE = 8" GI U) 0!�� ED OF � I CB M'T. PROPOSED POWER PROPOSED 2f00 N s� s�' " w RIM=423.22 7 7' - --�- - 3400 INV=417.84(18"S) POLE L CATION 0 DETENTION VAULT113 - - - INV=417.79(18"W) I 0 68 "' V. � 1f00 --------- 2f 2f1 PROPOSED VERTICAL CURB FOUND 2" BRASS DISC W/ 51. ; I H PUNCH IN 4"X4" GONG. CB 18" ADS r___________ , ROPOSED 1 WATER METER ° ° _ - I °°° BE INSTALLED BY CITY FORCES. MONUMENT & CASE RIM=419.98 ° e g° L •'° ° o . a ° ° (MARCH 2005) INV=416.08(18"E) 4 - ----- -- __ y . ° 4 . e A ►CATER METER PERM/T /S INv-416.08(18"N) I I ° REQjy/RED 12" ADS 4 .3 ' LOT 1 ROOF/FOOTING LOT 2 SEWER ° ° `- DRAIN CONNECTION CONNECTION ° 43 s D M H I EX/ 77NG LIGH77NG POLE • • 1 RIM = 421.87 A D HANDHOLE TO BE I Q , A.. DRIVEWA Y - RELOCATED ° 10 LANDSCAPE INv-411.43(4"S) t PROPOSED w - - - -4 ° .a • m \ BUFFER INV-41 1 .39(4"N) FOUND 2" BRASS DISC W/ ~ RIM- 21.66 Qi LOT 2 ROOF/F0077NG PUNCH IN 4"X4" CONC. 5 SIDEWALK z I INV_415.58(12"NW) % DRAIN CONNECTION \ MONUMENT & CASE I V-415.10 12"W I (SEP 2013) RELOCA D S7REET LIGHT AND ( ) LA IC ° EXl1NG ROCKE�?Y HANOHOLE. S E C.O.R. S7D PLANS I REMOVE F NCE - - - TO BE\REMOVED 117.2, 119, >2 124, 135 AND ✓013 EXlS77NG GRA VEL � \ ss M H 10' PR/1/ATE EX/S77N� GRA VEL DR/IIf_WA Y I SS RIM - 421.63 SEWER EASEMENT ° NV-41 6.6 W TO BE A;MOVED I(CTR C NEL) ' � SHE ° I S MH z LOT 1 SEWER SERVICE.59 1 I U I I Z 69 ISF A N N G 2 U BUILDING PAD I PI A 9, 271 fSF S H O 4270 BUILDING PAD w Q L / 433.0 SH D ? 12'CH \ \ _j / EXISTING 7REES o 1 -� EX177NG HOUSE TO Q I TO BE RETAINED ti LOT 1 ROOF/F0017NG / RE 0 EX/AIS77NG ROCKERY \ LOT Ij DRAIN CONNEC770N 4709 NE 24TH ST S ED z TO REMAIN b / r P OXIMATE DRAIN DECK I IELD LOCATION q� \ j10 0' I � -_ / RO KERY 151.5 \ SD I - - - - - - - LOT 2 ROOF/FOOTING - - SD SD D S 2 - DRAIN CONNECTION NE24TH ST I ® - ---- - - -� ��' , uu 15' RVA STORM EASEMENT „ W 168.4 158.47 I 73 LF INFIL TRA77ON TRENCH FOUND 2" BRASS DISC W/ 0 I / 40 LF/NFILIRA77ON TRENCH PUNCH IN 4"X4" GONG. I z 36 LF /NF/L TRA77ON TRENCH MONUMENT & CASE 0 / DOWN 0.5' (SEP 2013) I " CONNECT TO EX. CB EX/S77NG ROCKERY TO BE REMOVED C " 41.5, 00 0 LOT 2 EXISTING HOUSE PROJECT NO. 18265 � gIDEKO OF INA.4,. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE off•.• pF 41846 PLANNING Sj DESIGN SURVEYING ONAL E /-_�5-Z_f5 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SURVEYED: XXX SCALE. HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: SHM DRAWN: AR RENT 0 N ONE INCH DATU M CHECKED: SHY AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY I DATE I AP P R APPROVED: SHM SCALE ACCORDINGLY LOI N SCALE: 1" = 20' 0 10 20 40 "O!!� STORM BMPS REQUIRED STORM BMPS 877 ,r PROWDED 1,400 ,r R-412402, RECORD DRAWING S-4124 011 W-4 7 240 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SITE HORIZONTAL CONTROL, AND COMPOSITE UTILITY PLAN ✓ANUARY 2020 FIELDBOOK: PAGE: DRAWING NO: Cl. 02 SHEET: 2 OF: 14 0 0 0 000 0 SDMH RIM-423.12 INV=41 6.98(12"E) INV=41 6.78(12"SE) CB RIM=423.22 INV-417.84(18"S) INV=417.79(18"W) CB RIM=41 9.98 INV=41 6.08(18E) 0 1 1 � � I � E N I I I I N 0 I N o II I ch cP Q0 o Io SD J 0 I POWER POLE TO BE RELOCATED. - EET C1.02 FOR SEE SH 1 OP PROPOSED LOCATION OA LIGHTING POLE AND HANDHOLE TO BE RELOCATED. SEE SHEET C1.02 FOR PROPOSED LOCATION 5' 18" ADS 'I a NV=416.08(18 N) I 2" ADS ADS SDMH Of32.55, 48.66' RT RIM - 421.87 BE -GIN REMOVAL OF INV=413.03(12"E) EXISTING CURB AND GUTTER I INV=411.43 24"S) INV=411.39 24"N) FOUND 2" BRASS DISC W/ / PUNCH IN 4"X4" CONC. MONUMENT & CASE I (SEP 2013) I I SS � I Z I W Q /c) J 0 p I N I FIL TER FABRIC PROTECTION PER C. O.R. STD PLAN 216.20 - SD ON SHEE2T C31 (TYP) lU s w NE 24TH ST I � I � FOUND 2" BRASS DISC W/ PUNCH IN 4"X4" CONC. O I z MONUMENT & CASE I O DOWN 0.5' (SEP 2013) I 0- 0. 0 41.5' 0 0 n n 0 0 FOUND 2" BRASS DISC W/ PUNCH IN 4"X4" CONC. MONUMENT & CASE (% DOWN 0-5' (OCT 2016) G w U z U, 46 EXISTING ]MOUSE I SSCO RIM=421.72 A/C D/W 0 101 c� RR TIE \ RET. WALL \ EXISTING ]MOUSE CB RIM=435.20 30' RIGHT OF WAY EASEMENT PER KING COUNTY RECORDING NUMBER 6417479 0 n FOUND 2" BRASS DISC W/ PUNCH IN 4"X4" CONC._ MONUMENT & CASE (MARCH 2O05) ,x .GHAVILL , \v '..: EB I ` LIMITS OF DISTURBANCE .GRAVEL r \ \ RIM=421.66 I LATIJCE FENCE x INV=41 5.1 0(12"W) TO BE REMOVED -INV-415.58(12"NW) x LA Tlc F NCE °. °. EX/STING BUILDING AND SHEDS TO REMAIN I SSMH �k I .' I ° 1 RIM=421 .63\� a I 10 AP INV=41 6.6 w I (CTR C'KK4NEL) IQWEST I l I L / I MH I z 10'AP IRIM-423.59 x I T PI NGf\ \ SH I, \ � ° 0 �24'Y I EX/STING DRAIN FIELD TO BE o EX/STING TREE TO DECOMMISSIONED PER KING sH D LO 12'cH OCKERY \ \ BE REMOVED (TYP) I COUNTY HEAL TH DEPARTMENT / 4 0/REMA/N i REQUIREMENTS I S EEDD DTI is'F I P DFCK II PROXIMATE DRAIN I ADD SILT FENCE TO PROTECT \ 1 FIELD LOCATION \ FROM COMPACTION AND 19'F I I SEDIMENT I � x XI -X -X \ Y (ATYPICAL) x d- \ 10, - I TREE PROTECTION - � x x FENCE. SEE DETAIL, LX - SHEET 2 31 N 87°57'22" W 168.48 ` _ - - - Y S/L T FENCE PER C. O.R. STD PLAN 214.00 ON SHEET C2.31 7,53 EX/STING ROCKERY TO BE REM 0VED REVISION LOT 2 EXISTING HOUSE :1 ygIDEKO '7 1 pF µiAsy- �9 .y o. o•• 41846 �SSIONAL EN�� FOUND 2" BRASS DISC W/ PUNCH IN 4'•X4° CONC. MONUMENT & CASE (MARCH 2O05) LOT I LOT 2 SCALE: 1" = 20' 0 10 20 40 CUT/FILL VOLUME CUT 210 CY FILL: 620 CY NET 410 CY (FILL) LEGEND FIL TER FABRIC FENCE -X -X -X - TREE PROTECTION FENCE PIPE REMOVAL �1 /�L LIMITS OF CLEARING INLET FIL TER ;<< CONSTRUCTION SEQUENCE 10 SCHEDULE A PRECONSTRUCTION CONFERENCE (D CONSTRUCT THE REMAINING STORM DRAINAGE WITH THE CITY DEI/ELOPMENT ENGINEER. ONCE FACILITIES PER THE ROAD & STORM THE MEETING /5 HELD THE Ct AL DRAINAGE PLANS. PROTECT THESE FACILITIES CONSTRUCTION PERMIT WILL BE ISSUED. FROM DAMAGE AND SILTATION DURING 20 FLAG THE LIMITS OF CLEARING, TREES TO BE CONSTRUCTION. INSTALL INLET PROTECTION. SAV5D AND INSTALL PROTECTIVE SILT O8 CONSTRUCT THE SEWER & WATER SERVICES FENCING WHERE INDICATED. PER THE APPROVED PLANS. PROTECT THESE 30 POST SIGN WITH NAME AND PHONE NUMBER FACILITIES FROM DAMAGE DURING ON -GOING CONSTRUCTION. OF ESC SUPERVISOR. 40 CONSTRUCT THE TEMPORARY ROCK -LINED O9 CONSTRUCT THE REMAINING UNDERGROUND UTILITIES. CONSTRUCTION ENTRANCE. 50 CONSTRUCT THE SEDIMENT VAUL T, CONTROL 10. CONSTRUCT FRONTAGE IMPROIMENTS STRUCTURE AND DOWNSTREAM CONVEYANCE QD1 H)DROSEED ANY REMAINING DISTURBED SYSTEM. SURFACES REMOVE ALL TEMPORARY 60 ROUGH GRAD THE SITE AND DIRECT FACILITIES. PUMP ANY COLLECTED DEBRIS FROM STORM DRAINAGE SYSTEM. CONSTRUCTION RUNOFF TO THE VAUL T. PROJECT NO. 18265 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SURVEYED: XXX SCALE: VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: SHM DRAWN: AR ONE INCH DATU M CHECKED: SHM AT FULL SCALE IF NOT ONE INCH DATE APPR APPROVED: SHM SCUE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. RECORD DRAWING R-412403 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ✓ANUARY 2020 TEMPORARY EROSION AND PAGE: -- SEDIMENT CONTROL PLAN DRAWING NO: C2. Ol SHEET: .3 OF: 14 6ocu5EgriL�r'lvelope':IDyBEECf5B8?a60�2�=4E4A���1�AA-8388�7 '. 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ROOKER7E:4' A[.LMT W COINS IRIIC DTO$�RVE7TJi Sit6fAWiflGSV743i.3iY�T•LT�UORE�E6�,CtTV3iZ31�,AIC,FIT.S'• VYRF {zdG- SCE W I'm ZITTSTANNT,iARDS- LOP iEt�i',4tllRlfa`wTS.bF'•!LYAY`&H{YL4;�¢,r.OM'a`TR17F'GEq'IIV_JICCQRRANCE WR,, �HE+_WTERMATiC"JE_JJUILDWCCODE_ <D EROSION AND SEDIMENT C iA�TMFN STANDARD PLAN !VOTE', M.IPLi4Ti - 268.0i1 Taffilml GAZ o, /z x THE APPLICANT SHALL ERECT AND MAINTAIN A SIX—FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR A T A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE —QUARTER FEET (1-1/4) FOR EVERY ONE INCH (1'� OF TRUNK CAL/PER, W 110f-/ER /S GREATER, OR ALONG THE PER/METER OF A TREE PROTECT/ON TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) /ND/CA TING THE WORDS, 'NO TRESPASSING — PROTECTED TREES. " OR ON EACH SIDE OF THE FENCING /F LESS THAN FIFTY FEET (50) S/TE ACCESS TO /ND/V/DUALL Y PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES /N ADDITION, THE APPLICANT SHALL PROVIDE SUPERV/S/ON WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. 5 SO IN .: 'Ai STANDARD STRENGTH FILTER FABRIC 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 1.2. MAY BE USED ANYWHERE AT THE APPLICANTS DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER. 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. STD. PLAN — 216.20 PUBLIC WORKS FILTER FABRIC PROTECTION DEPARTMENT (?) MARCH 2O08 TREE OR/PL/NE TREE PROTECT/ON FENCING NO SCALE 7,53 e'l^A "NT EXISTING TREE CONTINUOUS CHA/NL/NK FENCING POSTS AT MAX. 8' 0. C. REVISION 0oW9'Igf1trwilbpcM;SEI=G 588 60 �+4E #�3.J7AA838B7 ', JNRTS N FILL'�ER EABRIC'SFfALL a'Npac'EaT PwT _f8ESTAPrOE$:WIFE RINGS; EWViI_ENT-T0',AT1ACH FABRIC,`TO III! �4FAUGEWREOOR, i ITOtIFc:,mW�l ''[O$'1PMgREBACKINGNSGSE6 I �I ;�C�II�"iREI'I19i�4MTtN�CC►�'• dJ�-. -- _ :.P.IaSi3, .r�. t<'FN[:i� P981'B.OB:.4•�ola�I Fnr7•,yTIrA� N6TES: r srcr�ER >- v _ITS I E�tro9u 6PE oT vo I r Rr L 1-2, i5161jFENCEA$NOT INTENDED,JB,TREA�TOONCENTRATEO-FLCWS� WkFSKTINTENOM_Tb�TREAT154183TANTIAL-AMOUNTS OF OVERCII440 �♦':OW;:u6N iICONCENTRiATF�. FL%7W Ml}S,TI9E t;ONVEYEIfiT1ARQ11GH ITHE OFiAINAGE SY$TEM;FO� SFIIXMENT.TNAFI 6R+PLjND L DESIGN AN_D N8� F FAA' TIRO 4'8-RECIFl�- �A iriEGEiiT T i1S€€CS1Tii 1iV"CS;tii 4Ai�i51i1275idATECiBELErr rNEAinNTiFAC7iIiiER$ F6T{ii i l i4w7GCiiFG€i77iStTE i✓,49TT�,P711 r - 9d•1d0' SIEVE SIZE D` I i-- FpFi SIkT FX 50,100�S,IEVE $12E' 0,�6tk t,�fA14)FpR OTI�£R FABFliCS1 — - _MID - WATER PERIVITTIVIT ASTM'O440 ,1UN9RUW aIOLB9 FOR E%TR 1 MIN A STRENGTH FABRIC talft�' IVIR A1'7iE. _ _OAR �ENG tI�_ ABC a TASThTDin3� ' !GRAB, TENSILE ELONGA TION IASTM D"632 m%mAX.1'A'0VENr ULTRAVIpL-EY RESISTANCE kASTM D4365y 761E-MIN: "S.J-A'NIGIART.f$TI3EWOTF{FABliiC-IZEOUTiESWIT�FT�IC7r7GTD7FTCR€74'S�IEENGTN_�5F'itFEPET�E'-rW1i�9J1C1iiN1TyTRCGiTS`);R,I�iN�,-F+T+iTi'BE77E�r7RED TRI-:W },FABRICIF FIah_P£R{�ORMANCE�WARRANTSA STROtNGERFENCE: HERE THE FENCE X5'IN,ST4LFEdI- THE SLOPE SMALL NOT,BE STEEPER THAN 1V` _ _ R'E%TR 9 -1- F P "SI I J i -STAND 0 V 7RE MAY BE RE THE - CFI IOF "S&IIT E iC'. EftL-9UTfIEL9 - e A.TY IC14f. L FEENCE SUSE HE AR k% NGHM CEO-1LOFIC: OTT of _[N E5. 773E-_ .E'P7G-TACT-IS,y4_ _. A_W ISECURE WAARENCH (THATS�TA8 STABILIZES THE FENCE'AND-DOESi NOTE-MJ,I.-OW �WATERTC'OVOASS OR UNDE1kMtNEITHE-SICT'F.ENCF: :, "ASNCE,$TAND D$ 3:},'ANiLOAMA�i•;-SFtRLi,�IR�BAtRED IMMERIATE �_ _ __ 3.341, 3XF-COr!)CENTjipTED FLT)WSAIRE EViREli7'IIPHI 9f.TME_FEHCE,-�.j'NE1'Ml1:xT BE'INTPRCEPTE�C;ANR CONVEYEi7 _LO A:SEpIMENT; �TRAPIOR POND-� NT.ISiMPf3RTANTik4LCHECIWTlIC=-UFti1LL-SIDE DF T}�EFENI;E fOR SIGHS C3F�TH fEHCE&LOGGINGAND'gCi1N[",ASft BARRIERj9 FL9WYINO TF1Et��f`.A-1.13S1FiG'. IOTIAMNELIIhtION OFIFLOWS�RARALL£L•TO PHE FENCE IF M1'tUS OCCUR5:'E 7HE'FENCEOIiREA70VE THEI TRAPPED SELIIMENT 3FknTME�3fTRESF�, F.SR10 IUE3.61 IFKGr0TETUHAS 0ETItRIORATTAR4� IOEEIwjwiDOWTF Irmwim ' PUBLIC WOR__' 0QARfMEN:' SILTfEWE NOTE. 1. MIN/MUM SIX (6) FOOT HIGH TEMPORARY CHA/NL/NK FENCE SHALL BE PLACED AT THE FROM TREE DR/PL/NE OR DES/GNATED LIMIT OF DISTURBANCE OF THE TREE TO BE SAVE-D FENCE SHALL COMPLETEL Y ENCIRCLE TREE(S) INSTALL FENCE POSTS USING P/ER BLOCK ONL Y. MOD/F/CATIONS TO FENCING MA TER/AL AND LOCATION MUST BE APPROVED BY PLANNING OFFICIAL. 2. TREATMENT OF EXPOSED ROOTS DURING CONSTRUCTION- FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARI Y COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. 3. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACH/NERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY THE CITY PLANNING OFFICIAL. WORK W/TH/N THE PROTECTION FENCE SHALL BE DONE MANUALL Y UNDER THE SUPERVISION OF AN ON —SITE ARBOR/ST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFFICIAL. 4. ALL AREAS W/TH/N THE REQU/RED FENCING SHALL BE COVERED COUPLETE,• Y AND EVENL Y WITH A MIN/MUM OF THREE (3'� OF BARK MULCH PR/OR TO INSTALLATION OF THE PRO TECT1Vf- FENCING./ UccU 9 €nVe Pope' DM; BEEG SB�By607Ai-+1�f1f 1 1� 4Afi3S87 SECTIONNIM, 1$DMETR10_WWW_ $I I? �'Yr pROTECTIHAtBE:PR E[�F13R S5'ORAUdAItfINLEjS"pbyuNSLOPIrriNE}Nltff�N,iOU.FEEj�'APISTi1R8EdOR CONSTIiUCT10N5YREiix WNle Sh4iT1#E RONfl ..'TI#Ae, WERSTH€CATCId X3ASINWiI�+BE-CONVEYEij''Tr37i:&E`DV�N?I$CUIDa�'�AP',_s �.. tNLOTECTRR}" E`I7Tii'L'REL18Erk ZTEL`TTAE"DRAIFTAfi,E3P37E6T, S, Fwdbdb TW9l1TiHGr�'ORAl1�jAGE::�€h�0'�IJST`i+IDT�9EL'ARGER'�T}iAi &W_AC+ t. :, SiZEIANLET.GRATaDEVIIIEE [ #F1j Fills 6 iaORMWAAI�&TRUCTURE ITAA1LT $ERVIGg , 4­� 'i♦�€ 91 #$! 61 w� e49 1 # lcl� 4wf• Y EMI RFrpw� By #s�S; � E SY S.E •V `O�,THi=13-'fT��OQ.LEG7EL1 _ fk�r, AAAAIA��7AL 7"OR140014TENANCEIIN`iIiE077RU*CEYMl'fM'[STAN g_PECJF&�V(JOt4W: (1EY, fA.-. f N�I;�DIMENTjNT�dEG0.�''O�F. ASIN''INS�T,SH.riL1'BEREMfWEDWHENti+iESE01MENT{f�k�E-DfJIV�i�IR{fpF-T�1E74YAIC BIsE'i L��4GE,;THEFiGI�IEDHrTaESR:IrHr:EFTS_'S}�11LL$EEEE/TWEEf-_PL�EU7A7I&JiSTk1�t�'F}Li�, uNirs�OTHEXLN 5T N17rEO',;DNAWING 19 NoTTv�SCAIXINT=) II E3 R s 11 �li II SE if �fpA'RTM77�NT' PROJECT NO. 18265 gIDEKO y �4 •�F ' W ASy��L�; . y hP CIVIL ENGINEERING :y z: LANDSCAPE ARCHITECTURE o'• 41846 PLANNING �o�es oNAL ENG\��� DESIGN SURVEYING 7-3-23 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SURVEYED: XXX SCALE: HORIZONTAL: AD 1 1988 83/1 ' CITY 0 F HORIZONTAL: NAD 1983/1991 DESIGNED: SHY, DRAWN: AR RENT 0 N ONE INCH DATU M CHECKED: SHY AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED: SHY SCALE ACCORDINGLY 9.1 RECORD DRAWING R-412404 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ✓ANUARY 2020 TESC NOTES PAGE: C2.31 T: 4 OF: 14 430 A . I 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 o / 424.00 (EG) / N CL o 423.64 (FL) 423.76 (PT,FL) 074679, STA 0 6V 20 14. 14.50 50' 9,RTT 14. 00 "RTT TYPE 1, /RIM t� 12- 11OUT 423.51 (3/4 ) �1 12" lE/OUT 4 3 SW t 1 , o Of68 W / 0f55.14,ckt - 423.40 (EG) / � 16.26' RTT / 0 I / 4233� (1/2 d) 423.97 (TC) l 0f43.77, 14LF 12" PVC 123.40' RTT 00.1814 42371 (TC) 423.63 N 2 ..70 EXISTING CB 423.35 Of 46.37, LU RIM 42J22 1 22.53' RTT Q Z 12 If --418�2(E) I 423.31 mo � I � °o° 42359 42J70 a ,� 4 Of51.80,----------- "0000 Of46.54, , ° ° ° ° 29.69' RTT 27.50 R 0 42J 09 (114 d) I N1��, 423.64 Of35.83, 0 4 . Of51.73, / 34.35' RTT I �l 31.44 RT / 423 02 (EG)<" 423.56 ' Of4384, 32. 64' RTT / 42J 64 � so - I 423.E I D SD _ SD LESS AN 1.59 /N SD 423.60 ,ALL D/ ECTIONS I 42J 60 7 423.60 �7. 4818 IT. . 4� Of39.9,, 37.93' ,?TT I I 423.02 Q (PC,EG,FL) I 42 (TC) II I 0*32.61, 423.67 (EG 47.55' RTT CUT/FILL CUT 210 CY FILL: 620 CY NET 410 CY (FILL) GRADING DETA SCALE. 1" = 5' VOLUME IL 1 I\►d 2+00 u 2+20 430 430 2+402+50 i DETECTABLE WARNING 52 PER STD PLAN F-45.10-2 2f 1243 .59 (EG) 0 00 0 0 0 O 0° ° o 0 0°'000000 �a ,-436.6 �F 436.72 (FG) 436.89 (f CONCRETE RAMP 44J6.72 (FG) 436.89 (EG) LANDING - MAX /N ALL DIRECTIONS SLOPE /S 1.59 �4.35.50 (EG) 436.79 (FC) GRADING DETAIL 2 SCALE- >" = 5' REVISION EX/S GRADE AT E Ft 0KINE i i FINISH D GRADE AT THE FLIOWL/NE EX/STING GRADE NE24THSTFL ELEV,4 710 S (TYR) HOR/Z. SCALE- 1 "=20' VERT. SCALE- 1 "5' 0+80 1 +00 1 +20 1 +40 N o I 0 REPLACE CUFrB GUTTER AND . SIDEWALK IINTIL THE FIRST fXPANS/ON� JOINT " SS REL 66 STREETL� Z / / W � I JI / Q O o I I IN v I SD I -� [D S W NE 24TH ST N o o I� z SURVEYED: XXX DESIGNED: SHM DRAWN: AR CHECKED: SHY BY DATE APPR APPROVED: SHM '7 1 pF µiAsy- �9 .y o. off•, pF 41846 Q �� 0AC/STf?F-.4p �SS�ONAL EN�� SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY i 430 F/N/SHED GRADE ELEVA TIONS (TYR) 1 +60 1 +80 2+062+10 PL 30' ROW EASEMENT PER KC RECORDING NO. 6417479 10 ROW 26.5' ROW DEDICATION ROW 8' 5' h 13'PLAN TE SIDEWALK VARIE,.� 4" HMA SIDEWALK PER C 0..R 6" CRUSHED SURFACING I STD PLAN 102 TOP COURSE PER C.O.R STD PLAN 103 SECTIONA A SCALE- 1 " = 10' APPROVED MAILBOX LOCA AON. (NEXT TO EX. MAILBOXES) SEE SHEET C3.32 FOR APPROVAL 2f 13.47 A ELEV 438.14 END TRANSITION _____________ TO EX ASPHALT SD � - SD NE 24TH I .. S° SD Y I PROJECT NO. 18265 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING coff 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATU M Planning/Building/Public Works Dept. CB RIM=435.20 CBSLL RIM 1 INV-4 I INV-z 1 1 INV=z 12� x EDGE OF EX. ASPHAL T J LSEE GRADING DETAIL 2 THIS SHEET 00 O O SCALE: 1 = 20 ^0' 0 10 20 40 U( ; I I I I RECORD DRAWING R-41240 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WIN ✓ANUARY 2020 FIELDBOOK: PAGE: DRAWING NO: C3. Ol SHEET: 5 OF: 14 �1 l FFACF OF CUR d fir 1241 i,J I TOPOF--' ___J' �I �y I � LCENIEN7`�DN�I�E� IIiC TRAMC CUR]l1AND,' QUTTtR PAGE OF ADW, ENT culls FLUSH WITH GUTTER PAN AT SIDEWALK r„ RAMP-WRANCEI I 1' rL_' -� 124 -11 P OF ROAD nj I -;1 ��ItrTR.1 J -ROADDWAY; DEPRESSED C RIB ECTIO AT,StDEWALK RAMPS 1318', CEMf NT CONE r1R R I �' { R -,SIDEwALKRAMP VARIES , OR LANDING 1'ROiH - -- [V-M0 rl -- - -_ r:, --I f 318' PREMOLDW JOINT FILLER) CEMENT 66NCRETE1 OEDESTRIAN cul:a1 _,WTSIDIEWAI K RAMPS AND LANDINGS FACE_OR ADJACENT CURB SEF_oEPr�essErlCi oErAiL THis 8H-T, , r r FTpP Ofd T FZI 1112�rI- IROAi}IAfAY" r r' 'I �_ -r IJIIa. ,I DEPRESSED CURBr SECTION AT RESIDENTIAL'ORIVEWAYS ONLY.! J�GOMMERCIAL DRIVEWAYS SEE 5TOpI�Ah11043, - ' -FACE OF CURB' IS1I1'I Jr _ u PF AgJ{LCENJT ICVI. { - I AIL TO>? OrF �f - JR c ►. I?�`1 G''- IGUiTERSl1RFACE T T� ai_ PREMOLDED'-- JOINT FILLER Jf CLE FULL -DEPTH YIL e 1l J' 1 I CE11 MENT CONGRIzT L DEPRESSED CURB DETAIL r ['ATRESIDENTIALJORCOMI` IAL DRIVEWAYS.-AM6%1� I I ail rGEIVERAL' ICES. '. it � stBtistr�p�lns 1,02 anQ101 1 fpr wrb AsWn mtQmnlFaedlBn ]Dint ipapnQ.l r �I �anskmlolmis all be IJlt�t 3-�rr.]prgmoldedldnTtpkr`I - � I. 3:j a TessndMonoliuticO f�aKCuT4 ClztS�tSer�DrX;18cgS1andadPlaRi093 f N- ' J t ' -- DEP7RTMT '[UCONCRET CURBSEW- - .� .. .. .. �A A B i E C MIN. MAX. CURB RAMP, LANDING, CUT- A 1.60" 2.40" THROUGH OR WALKWAY ----- B 0.65:' I IA B D C 0.45" 0.90" I DI 0.9" 1 1.40" BACK OF CURB - TRUNCATED DOME SEE NOTE 2 E 0.2" 1 0.2" OTRUNCATED DOME SPACING SECTION SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS it W DOOFFSET CURB RAMP LANDING / / 5EE NOTE 8 // WALKWAY WIDTH OF WALKWAY WALKWA _J °" DETECTABLE WARNING LU J SURFACE (DWS) - o SEE NOTE 4 BACK OF CURB z w LL SINGLE DIRECTION CURB RAMP m (GRADE BREAK BETWEEN CURB AND LANDING 5 5 FT. FROM BACK OF CURB) (SEE NOTE 6) LANDING BACK o DIRECTION OF S w Y TRAVEL LU Of CURB RAMP WIDTH of WALKWAY W WALKWAY J' DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 BACK OF CURB - SEE NOTE 2 9 s' RAISED EDGE DETAIL r LFVEL 1n "TEND SIDEWALK TRANSVERSE_ ,F1[fMA _ JOINTS TO INCLUDE RAISED EDGE 6 r t•r• IF - X ' 1 0 - - �SIDEWALI( _ r PE I 5 LI � tt111PF8 ^ 1 1rr,llmI!t, Trp1 -I� i� LOC _-. - � yy ON)PREMMC)M 01HFFUM, r . TYP _ A.LL.- WHITE APPLICARI; - wad .- 1 nr1• (IN) R. (TYP 1 l- FOR: CURa DETAILS- 7 51�� SEE STO PLAN 101 " _i W .�.,.,-.,�;,� �l o �I NO ROADWAY.. causHEo RocK - i�TYPICA�UNDER i•CRUSHED SVRFACMLO TOP COURBE (f,� &DEWALJt _ DUPACE TO 95% MCOIFIEO PR „PGT� : fl t �iicaE {UNLESS REQUIREMENT WANED 8Yt ENGINEER) TYPICAL UNDER ALL CURa,-r _ GUTTER6 SIDEWALK C= VNDER - I, t CURBS GUTTER TO BE 6' THICNNESS OR _2-e'K -1 i� _ r FGR CURB DETN�-9� l. _ MARCH EXISTING ROADWAY CRUSHED ROCK -WES T? STD PLAN 101. - - -'° BAs@.WHICHEVER I$GRFATER(lY!•-FOR- ALL CURB a GUTTER}_ 1I.ITT GT (iAAORE7E � FIP� 'ADJACE� TO CUR I 11' B�M�i� I(fYP 1 - �. FOR CAM D6TALL$°I SEE STDPLAN.M- )_ED LING OR WALL Ft�9TRpl _SIDEWALKADJl4C I(STEEP FILI. SLOPES)' �4ALl nR I ISEE sIDEwA1x `trrilMA_ _ EFGTION�L , r .FOR Cu Rp CETAILS .1 1 1st f tT�t J:r - 1-5N MA. - _ - -- -SEE STD PLAN 101 r 'I f •i" I II�. r r l ti' p�,��+7 - TRQw�. m PERM�TER FI ED GRADE I -,(IN) BELOW TOP OF OONCREEE �rl WI _1 � �8[ uRFACE FORPWITIHO- FLUSH lF MVEO-- .�-� < - 1-.• ... - I _ ENT d• I _ �r �.:�0E7d CONCRETE CURB- - r ADJACENT TO BUFFERSTR IOORCURB DETAILS SHQvn+) SEE STD PLAN r- 0.r, . rr - - IL � I I Ur TOU [NMS - [FateotMlnasidO+raNtwl thahw] C� _`�-� r= `% /f .'T r CONTRACTIONJOtYi r be the minimum p6detBrlal' , J_ r wslDEwaKONLY -► r �G'r aaesstbto route wuti fi�a of fianl � � 4 and horizontal obldrudlans. Grating s - L ll �� ►' Amass Cavors. Junction BOKes - FULL -DEPTH EXPANSKXHJO NT IN BOTH 1� CURB AND SIDEWALK FE fTe LIAR LOLi - .I Cable Vaults, Pull notion and other-_- r r A - ,,I �appunendrims within the sidewalk i I,� 3W must be Push with surface. and match) i J grade of tho Bldewa0l. JOINT AND FINISFR I DETAIL' L„1Nandlth c Cxmenr61far tSub and r .. - - � • '. • Slaewalk k no{ permitted In new ForoUter referenced NOTES _IV, cnnstructlan.WhenreplicementM DpLpI�AQ¢ Retet'sibtes a Monolithic Ce1n'erly [anaeteWrhlXulldper WSDOT. PFIE�LOlt7E �FaLER I' 3 sonnese w be 4,t100 PSI. Paved surfaces, must campfy with - - - ISTD]»� O1 Q.T IicablQ; E FULL -DEPTH_- _-- L -� EXPANSIONJOINT - SM.' PLAN - 102 -' - r,U)I fRKS CEMENT'IGONCRETIB - -1. SIDEWALK '� -' 1 ho h. rF e- II NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, DETECTABLE WARNING landing, or other roadway entrance' as applicable. Exception- If the Manufacturer of SURFACE (DWS) - the DWS requires a concrete border around the DWS, a variance of up to 2 inches SEE NOTE 3 on each side of the DWS is permitted. 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured 2'- 0" MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS TYP. OF ALL requires a concrete border around the DWS, a variance of up to 2 inches from the APPLICATIONS back of the curb is permitted (measured at the leading corners of the DWS panel). 3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the WALKWAY Detectable Warning Surface shall be placed at the pavement edge. DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plans for sidewalk and curb ramp details. 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at LANDING the bottom of the ramp and within the required distance from the rail. 8. When the grade break between the curb ramp and the landing is less than or equal to Y WALKWAY WIDTH of CUT- 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the THROUGH (TYP.) bottom of the curb ramp directly above the grade break. WIDTH OF CUT -THROUGH CURB RAMP a (TYP.) FLARE FLARE 2'_ 0" 2' - 0" MIN. MIN. OF CURB DETECTABLE WARNING DETECTABLE WARNING EE NOTE 2 SURFACE (DWS) - SURFACE (TYP.) - SEE NOTE 3 SEE NOTE 3 WIDTH OF CURB RAMP BACK OF CURB - BACK OF CURB - SEE NOTE 2 SEE NOTE 2 PERPENDICULAR CURB RAMP (SEE NOTE 6) ISLAND CUT -THROUGH 2'- o" MIN. WIDTH OF CURB RAMP, DETECTABLE WARNING LANDING, OR WALKWAY CO TT SURFACE (TYP.) - SEE NOTE 3 BACK OF CURB - SINGLE DIRECTION CURB RAMP DETECTABLE WARNING (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 (SEE NOTE 6) CURB RAMP r CURB RAMP WALKWAY I ANnmr, - 1 WALKWAY _ _ _ _ _ NOTE 3 PARALLEL CURB RAMP (SEE NOTE 6) PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING SEE NOTE 2 MEDIAN CUT -THROUGH z_ - o Z o iv WIDTH OF SHARED- Sv USE PATH OR 0� 2 ae8DR IZ4 �W WALKWAY (TYP �s I STE G` sIONAL E1 WIDTH OF CUT -THROUGH Zeller, Scott SHARED -USE Jul 12 2016 4:25 PM (TYP.) PATH OR ` IG, WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENT SHOULDER EDGE STANDARD PLAN F-45.10-02 ........... SHEET 1 OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE (DWS) - Cuter, Jeff SEE NOTES 4 & 5 ewJul 15 2016 2:26 PM STATE DESIGN ENGINEER PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Washington State Department of Transportation n rV lJ1Al --_--- _--_- EXISTING ASPHA PAVEMENT SAWCUT (SEE NOTE 2) z R 7" HMA (or ACP Class B) (SEE NOTE 1). OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2, SAWCUT SHALL BE POSITIONED V - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PUBLIC WORKS CURB AND 43UTTER � DEPARTMENT I REPLACEMENT DETAIL 4 SURVEYED: XXX DESIGNED; SHM DRAWN: AR CHECKED: SHM NO. REVISION BY DATE APPR APIPROVED; SHM PLAN - 103 n• .loan "UD!li�S4DEr1NfY1i VNIK ism ISMN&t I IssEPJfNE1''B'leu 0T$vEl�l ax rzP�3PaE�c,r1a?i: rs1Dl smog" _J �LLNOM15 n® m W W z! 4 W x a e . I r& RVl; gtfilr - 5TEs'INSJTEI'e �tEs�X Su�LeVLiL aLgP4. nYPztRANYl ' IC'-tYilre!�si WIIWAY. J WbAY4LtI+JFfiriC4xrtls'rcti?r&mofE"i'4TII AD.1As'«BI n�e*'e'Ic.�As. -- �v;q�; •'�CaalJE•KaIA#MC9Fl4T I �,� �iP il�lt5yvtq •�6DhXfiEaF. PHH�+IFN1'1IYrta �Te��i1�NY'�4 _•,Eli CA, SECTION _ ��y, yElrlgl�t . SECTION 9 X% 11 +�'.fiAaFFERfNP,E;dl;itldr'E . DR16VWAvlrr;I siYlnF nslor E:FJ�MIF !>'iEnt 1 6nfvEw6�^'A'lllw ,El�ut7uE °^� " _ ,.••`� 4.. dt�'"� r+Eti711NE1 WIUkE�".? �a �T„r� , TYPK R10 ISOM) ICM (RESIDENTIAL, WITH FFEk) FOR III ETID. PLAN --1 . 1 CEMENT CONCRETE DRIVEWAY SITU.PIf - 10" I P'1 It31 C wom ENTRANCE - TYPE 1111" D �PRC '' DEPa USE PROJECT NO. 18265 SIDEKo ���.0.. yy• 9 CIVIL ENGINEERING !�(r LANDSCAPE ARCHITECTURE % *. 41846 PLANNING �FS �cpPlAl EN� DESIGN SURVEYING 1-3-Z3 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 SCALE _ HORIZONTAL: NAD 1983/1991 CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY RECORD DRAWING R-412406 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ROAD DETAILS ✓ANUARY 2020 FIELDBOOK: PAGE: DRAWING NO: C3.31 SHEET: 6 OF: 14 P _ F• '' S: ALL ALU _SUM L RE ADD POLE RELATED PARTS SH BE�ACMRY g0' I F DECORATIVE PEDESTRIAN LUMINAIRES ARE MOUNTED PRESSED A�1D POWDER OAs . 1B0• _O• AT iB0' (UNLESS OTHERWISE RN<S�i COLOR: RA• 90057X r"E-"BLACK" NOTED ON PLANS) 270 o HANDHOLES ARE MOUNTED 30, 8 - #5 BARS, z AT 180' PLANT EVENLY SPACED 1 D"CORATIVE LUMINARE PQ` �`� 1 SUPPORT BRACKETS ARE - * ROUND TUBULAR SED"dN �`� o PE MOUNTED AT O'(UNLESS OTHERWISE NOTED ON CENTER CONDUIT 2" CONDUIT UNLESS IN FOUNDATION (10 TAPER) PLANS) STATED OTHERWISE ON -kr ROUND TAPERED POSE WKfAll PLANS ORitNTATION LOCATION 10'-11" DIA BOLT { ,,DDB�EE STYLE LED LUACNAPRE (W%SAGE PER PLANS, 4,00GA cq�. =120-277V UK,9ERSk- DRIVER, WITH FLAT GLASS LENS) BY LUMEC (OR APPROVED EQUAL). DRIIWAi ALL BE*t TO THE f{X�,.AE. FOR M WG p�q� DL�A¢S SEE STD TAT 117:3. j52 I� CIRCLE ANCHOR ROL #4 HOOPS 012" ROUND POLE CAP FOUNDATION SECTION 2" CONDUIT UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION 4'-0' LUMINAIRE ARM PLANS z 'v y s� 3/4" CHAMFER (TYP) , I V-6" MIN BELOW HOLE"OPENING FOR BANNER. GROUND, SECURE WTH THROUGH 2'-0" MIN UNDER\ 2.5' K 5" REINFORCED ALUMINUM L HANDHOLE COVERED BY 3"X6' U41NUM DIE CAST PLATE PAVEMENT / z w IN ATTACHED BY SCREWS IN EACH < GXIRNER. EXTEND THE CONDUIT 6" Aft BEYOND F y FOU 7 TION OR THE a STREET LIGHT DECAL CONTROLLED DENSITY z ¢ NUMBERING PER DECAL BACKFlLL < I NUMBERING DETAIL, CITY OF RENTON STD. PLAN 121. 11 Ri #4 HOOPS a 12" m o� 2.5 K 5 REINFORCED �Tc'@ SPACED U v ALUMINUM DRIP ACCESS LYL'L5 Z ¢ i" DIA IRRIGATION HANDHOLE �srENINC (IN F,, I POLE WITH V-16 HOLE ,0 d 2 1/2" CLR . H1TL.E WITH "U" RGHT FITTING FLEXIBLE CONDUIT. UR A GROUND CONNECTOR, USH FITTING ALUMINUM � OOR AND GASKET INSTALL ANCHOR BOLT COVERS (PROVIDED BY POLE MANUFACTURER) INSTALL G220UT. PROVIDE 1/2 CIA II II DRAIN TUBE I THROUGH GROUT P' e FOR FOUNDAION DETA[I.S, SEE TR$ SHEET POLE ELEVATION o�_m I 30" IT i in 'n r 1 FOUNDATION DETAIL 1-1/8" DIA HOLE /?• 1/4" STEEL PLATE BOLT CIRCLE (DIA SIZE TO LUMINAIRE BASE PLATE DIMENSION) ANCHOR BOLT TEMPLATE DETAIL TOP OF FOUNDATION ANCHOR BOLT, 4 TOTAL, 1" DIA (TYP) M d' 1" HEX NUTS, STEEL (6 RED' PER ANCHOR BOLT), FLAT WASHERS (6 RE D'0 PER ANCHOR BOLT) ANCHOR BOLT ASSEMBLY DETL. FOUNDATION DETAILS NOTE: NO SONATUBE ALLOWED FOR FOUNDATInN mini m irmnN1 ARTERIAL STREET * i PUBLIC WORKS DECORATIVE PEDESTRIAN LUMINAIRE POLE DEPARTMENT DETAILS N 6' O.D. K 0.250'r WALL (POLE) 3 s 6' REINFORCED ALUMINUM HANDHOLE OPENING WITH COVER ON POLE NTH W-16 HOLE FOR A GROUND CONNECTOR, FLUSH FITTING ALUMINUM DOUR AND GASKET Tiff W 90LVALK G OR RANTER w STRIP FABRICATED ALUMINUM BASE Doca%n €nrAsli e45, Sa30 wlr 2UAi]-19E8r9823 �/>i2b348B565 ., ALL 1WW AMN IWAASTII AHE TO BEI MRTA&b ON, LEVEL WAX IF' TK - CE W& MM CMMLnW 19 0 M 0I L j1.l=0 [� MN104 iARE I L4L IMM T WRAST =K 94AMD `�b W ON LO/K MA f4TRaTIO?V r LIE , ALL, DWN OR VW= i� NSPO TAT ON ATM " W WMWGQNST%=QN MM SHALL, MM FW T L A 579AR04 Z I,1JN7RW, I W ffg� NW- L[m"), 4� ALL NEW WFIC VGMS SHAL BE CT1ED1 OW FM MMMM WMEM ALL IRAWWW ASSM ''1W WA70+ AND T 1 MAM AT A LATE WE DL]MTKO MUMR0CM Sill. BE-4WLSIALLED 10 CURRENT SWM JE ` . ALL PRIED 90 L POLE F09NDATT0 8 Ai0 MOPn MIL P` E 'FWNRA- I INCWrE A O_CRE,TE PAD AROUND THE FOUNDAT11I PWMMD OR USINGISOUM A LL Iff 000MRED PART OF WE EMWM PAU. FOI�t` T PLAU WALL IRK K LEW a mil �W TW�C SMALL is WW 1 AL, ^C I E .T�Tf ( IlSHMI RE MUfA1 N F-9 MID S%im, AKE SUB I T4 WSAM-0m] ev Imo- f wm i 1 _ LAV 19 MAA �F1 T�1IEEE T PTII , PI A EPTM t OMCWI M W I'NAV ITT- _ if i''WT i f AINIEM REFRES1T + 1TI VE, 1 DocuSign Envelope ID: F41B6C7D-1A89-4D3E-83C3-E2FO224FAF96 POLE & BRACKET CABLE, #12 AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED FUSE KITS QUICK REFER TO WSDOT LOCKING DISCONNECT 3 AMP IN LINE LID STANDARD DUTY FUSE KITS S.E.C. OR EQUAL — JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10 SPLICE KITS CLEAR EPDXY SPLICE GROUND LUG — KITS ON ALL THRU WIRE RUNS CONCRETE PAD OR SIDEWALK PER STD PLAN 120 24"(MIN) COVER #8 BARE COPPER GROUND WIRE TO LUMINAIRE -#8 GREEN INSULATED WIRE TO FIXTURE GROUND LUG — GROUND II II CLAMP II II 1 -#8 EQUIPMENT GROUND 2" PVC CONDUIT II WIREW/GREEN INSULATION FROM SERVICE CABINET LCONCRETE FOUNDATION 2 - LIGHTING SYSTEM 5/8"x8' COPPER CLAD WIRES TO CONTACTOR GROUND ROD (SIZED AS REQ'D.) NOTES: 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. LUMINAIRE ELECTRICAL v0 STD. PLAN - 119 PUBLIC WORKS WIRING SYSTEM AP OVED: DEPARTMENT GAZ 5/22/2019 1 F DATE .F } DIAMETER = 7/8" 1--4-7/8 1/4" LOAD LINE 1/4" FUSE 1 /8" Q CUTTING RINGS FUSE KIT E-nnvv 1-n I VVTt bt LlUt SPLICE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON y � a STANDARD PLANS LST DATN:04/04 .,^ a .. ..." nwr. NAAAF•..IT71 ; SP PArF• .IT71 i REVISION DoWg,gnttw#ope;la,; U I� >� ., V - -1 4 . ,, aan' � I a ALL Rib -On (i A ryL L'wom Buell R'I PRE V10 iw "c1"�c w c3r�a xT_ V1_ 7 �_ A_'tfitil� �i? , ur NK_'wkA:N C ,' T LORD , "_�fm 9-� FER '�++rq ?w 151 (k, WW%i W-.'f '-?ems M f?c YTi0 I'_Pr9 L°J F S.UAd BA R Iv -10T)'�h_rK7 F Try T ITi*I L2 M49N FgE N Iogl i r 4709 ICE 24thLS Go : lei .I .. .1� I � t 9 i I I I Ip1ag 020 oo I ag axar no gles, eo o Ica MAILBOX APPROVA SURVEYED` XXX DESIGNED: SHY DRAWN: AR CHECKED: M SH BY DATE APPR APPROVED: S/H/I gIDEKO y �4 •OF • WA.' Sy��L�; . y .y o. 0 41846 STE;;� ASS/ONAL ENG1 1-3-23 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY w4 R JII)II NP cm m to I r f�l ' T 7 �m Cfi-+ L TYP. CONC. PAD R/W LINE ----------------- SIDEWALK CURB q ROADWAY CURB SIDEWALK R/W LINE 10' MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW l 2 TO 4' OVERHANG Z" T_6' H. FA CURB TO CENTER "SL' R W OF POLE ROADWAY j SIDE �O�j�v PLANTER STRI STREET LIGHT CONDUIT TRENCH DEPTH 24" TYPICAL STREET LIGHT FOUNDATION LOCATION H 1 25' 1 30' 1 3W 40' 71 SL 1B'-3" 23'-3" T mas 0.1aa 0.219 0.219 2' TO 4' TAPERED ALUM. POLE 'T' WALL OVERHANG 1'• ALLOY 6063-TS SATIN GROUND FINISH �HANDHOLE 4"x6" OPENING W/COVER & IS.& SCREWS GROUND LUG INSIDE POLE INSIDE POLE 0 rkF STREET LIGHT CONDUIT TRENCH DEPTH 24' ALTERNATE STREET CROSS SECTION PUBLIC WORKS LIGHT BASE AND JUNCTION BOX DEPARTMENT LOCATION PROJECT NO. 18265 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 'com HORIZV OCTAL: NAD 1983/1991 CITY T v OF I RENTON DATU M Planning/Building/Public Works Dept. RECORD DRAWING R-412407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS R0�1D DETAILS ✓ANUARY 2020 FIELDBOOK: PAGE: DRAVANG NO: C3.32 SHEET: 7 OF: 14 N N �. N N CL_ cL_ QI O C) N 0 o I I PUBLIC UTILITY EASEMENT RIM 423.38 (AB) 12" If OUT 420.83 (SW) 14LF 12" PVC I� 90.1814 CB 12 ADS II AB) 24LF 12" PVC-r INV=4 7.84(18"S) INV=4�7.7908"W) (90.0237 II 12" IE 419.07 (NE) (AB) " BRASS DISC w CONNECT TO EX. SEWER MAIN IN 4"X4" CONC.� PER C.O.R. STD PLAN 406.1 IMENT & CASE IF 416.87 SEP 2013) I UTILITY CROSSING (TYP) SEE UTILITY CROSSING TABLE THIS SHEET / I I �ti I SEWER SERVICE CONNECTION FOR LOT 1 I N I CB 5 TYPE l RIM 424.91 (AB) 6" IE 424. 07 (OUT-W) (AB) SD SD - SD --111 I I CONNECT TO EX. CB 3 NE 24TH ST TYPE l RIM 423 J5 EX. 12" lE 415.69 (OUT-W) (AB) 6" IE 416.70 (IN-E) (AB) FOUND 2" BRASS DISC W/ PUNCH IN 4"X4" CONC. MONUMENT & CASE DOWN 0.5' (SEP 2013) NE 23RD ST 22LF 6" PVC OVSRFLOW 0 0.0027 11 11 EXISTING ][SOUSE TAPPING TEE TO SD EX. WATER MAIN 12" sD CONC. SSMH RIM=423.89 INV=417.34(8"N) o INFIL TRA TION TRENCH PER C. O.R. STD PLAN 225.20 (TYP) 7,53 co RR TIE R ET. WALE Q n EXISTING MOUSE I GRAVEL DRIVEWAY CB PROPOSED 64'x11'-4" PUBLIC RIM=435.20 DETENTION VAULT SEE DETAILS ON SHEET C4.31 D0 CBSLL SD _ RIM=435.33 TAPPING TEE TO 1 INV=432.38(8"N) ' EX. WATER MAIN INV=432.23(12W f INV=431.91(12"W) 1 8., G, �► E TA. 1 28, 12.33 RT l ' T- / P RIM 426.92 (AB) 241?1? 3LF 12" PVC 12" If OUT 420.09 (5) (AB)- - - N 00.1833� _ .PROPOSED 1 " - I 2f � 2 12 WATER METER -28LF 6" PVC- I a\ 0.2143 7 ,,,art RATED LID - -RIM 430.82 ` 6" IF 426.00'\ ---25LF 6" PVC 00.0800 SSCO PER C.O.R. STD , PLAN 403.1 LOT 2 SEWER SERVICE RIM 00..51 (AB) 6" lE 424.00 (AB) LOT 2 ROOF/FOOTING / DRAIN CONNECT/ON / 6" IE 428. 00 9Z77f9- EXIS ING HOUSE FF/433.0 +/- / SD CO RIM 426.28 6" 423.50 If (IN -NE) 6" 423.00 /E (W-OUT) REVISION �l 1 EXISTING HOUSE /-3-225 UTILITY CROSSING TABLE CROSSING / UPPER NETWORK UPPER P/PE IF LOWER P/PE CROWN LOWER NETWORK CLEARANCE 1 STRM 421.31 419.42 SSIR-SERV 1.89 2 SSWR-SERV 416.87 416.17 STRM 0.69 3 STRM 418.97 416.89 STRM 2.08 30' RIGHT OF WE PER KING COUNT NUMBER 6, NE i N SCALE: 1" = 20' 0 10 20 40 PROJECT NO. 18265 CIVIL ENGINEERING ZE LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SURVEYED: XXX SCE: VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: SHY DRAWN: AR ONE INCH DATU M CHECKED: SHY AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: SHE SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. R-412408 S-412402 RECORD DRAWING W_412402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS UTILITY PLAN ✓ANUARY 2020 PAGE: C4. Ol T: 8 OF: 14 1 U l \ � C� Of5. 4 \ f -0 - - - - \\ - - - - - - - - ---------———————— rr---------- — 24" MANHOLE CO1,ER WITH SLIP i — ---- ----- a ; \ RESISTANT COATING � d � \ i, i I r l ° 24 SLIPNOT MANHOLE -RIA> 42-47 (4B) d `� COVER ° d ° a`I -------- ° �---=--�.' � RIM 427.85 (AB) ---- ------------ - a a / a 95LF 6" PVC 0 0.0751 d ° VA UL T - EXTERIOR DETAIL RIM ELEV. 424.37 (AB) J A NON-METALLIC LADDER STEPS (TYP.) STAINLESS STEEL STRAPS - 0 24" CTRS. M/N. 12 "x12 'W2'x8 " ALUM/NUM CUP CROSS 12" IE 415. 67 (AB) vu NON-POURUS, NON -SHRINKING GROUT AROUND PIPE AS RE0 D (TYP). DRILL OR MACH/NE CUT - 1/210 OR/F/CE /N RESTR/CTOR END PLATE SHEAR GATE ROD AND HANDLE. HANDLE TO EXTEND TO W/TH/N 1 FOOT OF COINER AND ADJUSTABLE 48HOOK LOCK FASTENED TO FRAME OR UPPER HAND HOLD. d• a ° RISER ELEV. 420.07 (AB) �AX. W S. ELEV. 420.07 (AB) 6" ELBOW WITH 3/4 10 ORIFICE EL. 418.37 (AB) STORMWATER SHEARGATE J. 48" D/A SUMP CONTROL STRUCTURE NTS 430 ACCESS RISER 420 414. 46J 413. 410 N 0+82 NO. PROPOSED GRADE EXISTING GRADE 422.50 OF VA UL T LID 7 ACCESS RISER r MAX WA TER SURFACE I EL. 420.15 6" 1E 420.00� 6" IF 419.93 (AB) 637" 12" /F 419.54 (AB) - 12" VAULT OUTLET BOTTOM OF LINE STORAGE 1E 415.67 (AB) 5" THICK 414.16 SLAB REVISION 0+50 SECTIONA A HOR/Z. SCALE. 1"10' INERT. SCALE- 1 "5' SURVEYED: XXX DESIGNED: SHY DRAWN: AR CHECKED: SHY BY DATE APPR APPROVED. SHY VA UL T - INTERIOR DETAIL 430 BOTTOM OF LID 421.46 „ Pvc t,F 6 420 414.46 410 43(' PROPOSED GRAL EX/STING GR" 421 12" 1E 415. 75 414. 410 0+22 SECTION B-B HOR/Z. SCALE. 1 " 10' INERT. SCALE- 1 "5' �30 A WA TER SURFACE L 420.15 �20 BOTTOM OF LIVE STORAGE 74.46 410 PROJECT NO. 18265 gIDEKO �� •�F • W AS'y�y �P CIVIL ENGINEERING P!Gt/ LANDSCAPE ARCHITECTURE o'• 41846 PLANNING 'com•� ASS/ONAL ENS\ DESIGN SURVEYING 7-3-23 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SCALE: _ HORIZONTAL: NAD 1983/1991 CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY N SCALE: 1" = 10' 0 5 10 20 481, VA UL T RESTRICTOR PLAN DETAIL SCALE- NTS RECORD DRAWING R-412409 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DETENTION VA ULT DETAILS ✓ANUARY 2020 FIELDBOOK: PAGE: DRAWING NO: C4.31 SHEET: 9 OF: 14 DMMO Vff"ge U MECFWti6�0 +Fi 4�F & 2 1638 DO WS-0 Eff"M 10, , VS UJ FRAME AND VANED GRAT:: ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION ,�Sot�e1 fSFFNo' to PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-0520) SOLID WALL PVC 15" (STD. SPEC. 9-D5-12(1)) PROFILE WALLPVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES Q N• C� a to 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION fibers laced according to the Standard S ecifcations or �P 9 Specifications), wire mesh having a minimum area of 0.12 square inches per foot shall 9 sq P be used with the minimum required rebar shown in the ALTERNATIVE < PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. #3 BAR EACH CORNER #3 BAR EACH SIDE #3 BAR EACH WAY - ' PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP 2. The knockout diameter shall not be greater than 20"- Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 15, minimum a between the knockout wall and the outside of the pipe, gap PP After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert P 9 PP shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. Theo opening shall be measured at the to of the recast base section. P 9 P p 7. All pickup holes shall be grouted full after the basin has been placed. S. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION SPUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 DEPARTMENT MARCH 2O08 RECESSED LIFT POCKET W' - 11 N.C. SOCKET HD SCREW 1 Y," LONG (BRONZE OR S.S.) N' x 2" RAISED PADS 1 X 11' 12 Y4„ 14" CAST IRON RING AND COVER 2" A.C. 2'-0„ 6" CONCRETE CLASS 3000 SAND OR EXPANDABLE FOAM WATER TIGHT PLUG 45" (1/8) BEND 45" (1/8) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-O" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. `C Y E® PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT SM. PLAN - 403.1 �N COS DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 I r��p�RSPa�T'w_i.Tl� Rio Wye AN1sP J3H P>-FIDRATiD PW,€,TP1EVp, ', PLElSIB1,ESIASKETEi?' I I . ASTRN 03956 - i l .t I .5 i v i, _ )s'r'14X4IIk BCI149 PVC] _ PiPEP.ER;S4TMQ]TA' r P '�- 1 IN Eit �iAT PVC j• __ 4�a A+ F Ei7 W9LIM MWASHED=DIR".PLFFP_ERASr17MDl - -. r -__F1N6"MESH =11REgy,l �1(;j�Wi1{i1n41�iMIi'ivk T A$r$b BACNF - GRADE OVER TRENCHES GRAVEL 4 00 VARY FROM 426.00 TO 428.00 r , PIPE' '... 1" -ir MIN A➢ODG 4 SEA v a� �6„ "C--O-NIWAT R.H- RAUE RE6TRICTIVEAYERI IE 423.00 BOTTOM OF GRAVEL 422.00 T's _ It�ILTRIiMON TMN i M RL1_S'WT17jOA_ELEV%LRpriF ERFOW RPIl. 6E StEQU�E07RETNCt51@JCiiH:VARFESDEPENOING3N_SOII,'FY�E, Ui3TO.%OO�MA)S�WaSE�N L`6S,rA�DIN fCC1ARSl: GAN0.s 1ZE l"•'^F � ER�T� �nL .�1'�,�>:N�EA�iEk��MUST�rBa1 � FER'.. I SO i3E FE£t PF IMP)TtVICUS`SLIRFjgQE $ERNEO� SWVLM6�11'20 'I prraLTGWORKS SINGLE HAImWV R0oF W N 'I Qt T 1 DEPART ENT - M INFILTRATION TRENCH, PROPERTY LINE 3'-0" FUTURE 6" BUILDING SEWER PIPE M BUILDING SEWER L ill 0 - w \ z 4" STUD MARKING POST PAINTED -TEE WITH 6" SIDE OUTLET 6"X6"X6" WYE SURFACE CLEANOUT WITH WHITE WITH THE WORD "SEWER" STENCILED 13� CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE w WRAPPED AROUND THE STUD AND o (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. 2975 OR APPROVED EQUAL, EL SPECIFY "SEWER" ON LID, 6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPUNGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. �N(01 1: 3: 5 MIX p`O GCE �G CONCRETE j pN OG� BLOCKING M 2 NGR GO 2% MIN SLOPE 6" SIDE OUTLET TEE HORIZONTAL SEWER 6" MIN. MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION 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 IS LOWER. Y G1O� PUBLIC WORKS STANDARD SIDE SEWER STD" PLAN - 406.1 • DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 ,4s, 5" .SURFACE WATER hWDARU PLM 140T ''. 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ERwO£ND'ffd; OSA4ANr3 � par�FI40A1fjtilS} - SCE WATIr' STAN[YAR P LAN] I E PA14 ! EN1I` �' ... I _ " 3 VAN PROJECT NO. 18265 SIDEKO F WAS .o., yy• 9-0000 . CIVIL ENGINEERING k.(r LANDSCAPE ARCHITECTURE 41846 O �� PLANNING ��FS AL DESIGN SURVEYING 1-3-Z3 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 SURVEYED: XXX SCALE: VERTICAL-• NAVD 19M HORIZONTAL: NAD 1963/1991 CITY OF DESIGNED; SHM WA SH RENT 0 N AR ONE INCH DATU M CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE APPR SHM SCALE ACCORDINGLY r 45 RECORD DRAWING R-412410 IN COMPLIANCE WITH CITY OF RENTON STANDARDS UTILITY DETAILS ✓ANUARY 2020 FIELDBOOK: PAGE: DRAWING NO: C4.32 SHEEr: 10 OF: 14 N 1 V Q 71 • - irk s Sierra Heights 0.52 Mile Walk Elementary School - 150' on Duval Ave NE 5' concrete sidewalk rt _ - 840' on NE 24St unpaved shoulder/residential driveways NE 24' St and Union Ave NE 5' concrete sidewalk IL JIAM ly - � 1r 1 _ � _ -'•"'` �`�'� t_i--1 'may. Figure 1 Walking path to Sierra Heights Elementary School Project Site ---m Figure 2 Route to Risdon Middle School ,�'� — �- ti• - d d 1 `� _ - .. +�:.�3J.1 Chi 16 PROJECT SITE `# �PRO WDE APPROX. 870 LF 4",oil WH/TE STRIPE 4' FROM THE - k EDGE OF PA VEMENT ��'} .t } or04, .. - Figure - 4 Walk Route to bus stop (Sierra Heights Elementry and Ridson Middle School) rM ' f �EZ'riJL"J� 11 ' 1 r � r ti •� r tNt- 1 NO. I REVISION gi=o �4 •�F • W ASy�. . y .y o. Z� o'• 41846 �0 ��.G/STElik �SS�ONAL ENG� 1-3-23 11� �ii1g. 1.0ZM mod- • • . -- Figure 3 Walking path to Hazen High School PROJECT NO. 18265 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SURVEYED: XXX SCE: VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: SHY DRAWN: AR ONE INCH DATU M CHECKED: SHY AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED' SH' SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. i, W 0 RECORD DRAWING R-412401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAFE ROUTE TO SCHOOL ✓ANUARY 2020 PAGE: DRAWING NO: C7. Ol SHEET: if OF: 14 O N O O z Y O z m CWJ a Q W o a o v=i = z N Q Ld z rn z O 0 z ry L +O a� v LL z 00 cn •- �z W zw CL U ry -"c v' v cE � L .54) E v*- c rn c v, v� c� Zg F O N 2" _ <Zs ^II z NZo :3pQ z 2�Q o FZLq Q!.k.c U N 0 M_ as N W W Z Z3 O Y 0. C N a W 0. G in U Q Q Ld Q 0 00 Z O V) w ry I I I I I �� ' n a I a 1(.n g I I 00 g I O) m _ SDMH RIM=423.12 m I g INV=416.98 12"E) I I B II la INV=416.78�12"SE) g I I I W N lo W IO 1 ffi I � I g � 1 CB g O RIM=423.22 I W a INV-417.84 18"S) I -0 ° INV=417.79� 18"W) 00 ° gs I SSCO RIM=421.72 "t o_4- -------- cnl °1 PORTION OF THE SE 1/4, NW 1/4, SECTION 3, T WP. 23 N, RGE° 5 E.., W. M. KING COUNTY, WASHINGTON A/C D/W CB RIM=435.20 11 -SSM 12" CONC. ., •- CBSLL R M423.89 '• RIM=435.33 •/ �- '_ INV=432.38 8"N) INV=417.34 8"N / ,�� INV=432.23 12"E) INV=417.24�8"S� -0/ et 1 INV=431 .91 12"W) co 30' RIGHT OF WAY EASEMENT PER KING COUNTY RECORDING NUMBER 6417479 r1ol / NE 24TH ST 00 f 2" GAS FOUND 2" BRASS DISC W/ 51.5'• •-- 1 • • I; i PUNCH IN 4"X4" CONC._ 118ADS " CB g I ° '; w MONUMENT &CASE RIM=419.98-'° m-�. 1 I ° ° ` �� I R=585 31 (MARCH 2005 ) INV=416.08 18"E) I " ' INV=416.08�18"N) 12" ADSm _ g : �' 0=04.44'01 L=48.36' ; GRAVELCN SDMH RIM=421.87 INV=413.03 12"E INV=411.43 24"S I CB GRAVEL INV=411.39 2411N FOUND 2" BRASS DISC W/ I ' w ° / ; RIM=421.66 4 PUNCH IN 4"X4" CONC. I INV=415.58 MONUMENT & CASE �12"NW) INV=415.1012"W) ' (SEP 2013) I '" LATTICE- co II II 1e FENCE -. m cy; � � SSMH RIM=421.63 105.5' 10 APSS ° ' INV=416.68 w 25.5' (CTR CHANNEL) I Li SHED I QWEST MH o zo i 10AP RIM=423.59 I 0 1 I I A I 1 a AWNING (TYPICAL) SHED W I 'q- i ; ', I [\ I 1 a co 24F r EXISTING HOUSE FF_ 433.0 +/_ M �p 712"CH ; I I I SHED U-) - `, o o �t o `� ❑ Z 18F �'. DECK `` Q I 108.8' 19 F � ` �i 1 w 1 51 ' 5 i ROCKERY `` �� I ,,� , / 23F (TYPICAL) ,1 � _--- NE 24TH ST I I I o000000 0000 I a N 8T5T22" W 168.48' � � w FOUND 2" BRASS DISC W/ O PUNCH IN 4"X4" CONC. I MONUMENT & CASE DOWN 0.5 (SEP 2013) I o LOT 2 I 41.5' g4 Op EXISTING HOUSE NE 23RD ST ,1 I FOUND 2" BRASS DISC W/ PUNCH IN 4"X4" CONC. MONUMENT & CASE (% DOWN 0.5' (OCT 2016) I W O Z -aQ I M W m I � I�LL o0 In 1 Z (n Q m FOUND 2" BRASS DISC W/ PUNCH IN 4"X4" CONC. MONUMENT & CASE DOWN 0.5' (SEP 2013) I 1 NW 03-23-05 SW _ NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON EXISTING AS -BUILT DRAWINGS, AND ARE NOT GUARANTEED TO BE CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1-800-424-5555 FOR UTILITY LOCATORS. FOUND 2" BRASS DISC W/ PUNCH IN 4"X4" CONC._ MONUMENT & CASE (MARCH 2O05) LOT 1 LOT 2 1" = 20' 0' 2 0' :1 BASIS OF BEARINGS IS PER KING COUNTY SHORT PLAT NUMBER 977031, RECORDING NUMBER 7803140815, RECORDS OF KING COUNTY, WASHINGT SITE AREA= 23,770 S.F. OR 0.55 ACRES +/- LEGEND SS = SANITARY SEWER SD = STORM SEWER G = GAS LINE W = WATER LINE © = GAS VALVE ® = WATER VALVE ® = WATER METER = FIRE HYDRANT ® = CATCH BASIN 0 = MANHOLE = UTILITY POLE = LIGHT POST = GUY ANCHOR g = SIGN ❑E = POWER VAULT/TRANSFORMER ❑p = TELE./TV PEDESTAL QQ = PARKING METER = SECTION CORNER 1 = QUARTER CORNER 0 = FOUND MON. IN CASE O = FOUND PROP. COR. AS NOTED • = SET 1 /2" I.R. W/CAP #21464 e 50.00 = SPOT ELEVATION AP = APPLE CH = CHERRY F = FIR BENCH MARK VERTICAL DATUM: NAVD 1988 (CITY OF RENTON) CITY OF RENTON CONTROL POINT NO. 1841 FOUND 2" FLAT BRASS DISK IN CASE AT THE CONSTRUCTED INTERSECTION OF NE 20TH PLACE AND DUVALL AVE NE ELEVATION= 426.41 FEET LEGAL DESCRIPTION PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NUMBER 0080496-ETU DATED SEPTEMBER 7, 2016. LOT 1, KING COUNTY SHORT PLAT NUMBER 977031, RECORDED UNDER RECORDING NUMBER 7803140815, BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. LESS THAT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED FEBRUARY 13, 2006, UNDER RECORDING NUMBER 20060213000406; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL NUMBER: 0323059245 SITE ADDRESS: 4709 NE 24TH ST, RENTON, WA 98059 EASEMENT TABLE PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NUMBER 0080496-ETU DATED SEPTEMBER 7, 2016. ITEM RECORDING NUMBER NOTES 1 3649764 RESERVATIONS OF ALL COAL, OIL, GAS AND MINERAL RIGHTS AND RIGHTS TO EXPLORE FOR SAME (NOT LOCATABLE) 2 7803140815 COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS AS SET FORTH IN DOCUMENT (NOT LOCATABLE) 3 8501210379 AGREEMENT (NOT LOCATABLE) 4 8509170910 DECLARATION OF CONDITIONS AND RESTRICTIONS (NOT LOCATABLE) 5 20110114900005 COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS AS SET FORTH ON SURVEY (NOT LOCATABLE) 6 20060213000406 RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS (NOT LOCATABLE) 0 N H z w m w N Q w N r a 0 3 N > O la1 c� 0 W 0 0 a SON««•;�'� G •• m M ul rn N oos c'') r- _" cu co 0) +� m E4 U o U a � O 1.4 � �a Q) Lo H W U) z A00 Wpqc', � I Lo ��w E- O H� E-, N z z w O 0.' � Z w W z O 0) O pOq P4 04 Q O cD N o Of m r r m m 0 LLj Q Y a � _ 0 � U SHEET OF Ii R-412411 JOB NUMBER 21634 PROPOSED UNDERGROUND STORM VAULT. NO STREET TREES PROPOSED I I r II I Qn 00 0 Iu A/C D/W GRAVEL DRIVEWAY EXISTING GAS LINE TO BE RELOCATED ILANDSCAPING WITHIN PUBLIC RIGHT OF WAY TO BE INSTALLED PRIOR TO PLAT RECORDING 41 W MH RI=423.89 I 0 CAINV 417.34(8N) / N 00 " INV= 17.24(8"S)CID / D / \ 8" CI / rr XISTING UTILITY POLE TO BE MOVED •••••••• ..... ........... 0 ......................... .................................. 8r �• ..... .. ... ...................... .. ... ................. 2 W ...... .... ..... ............... .................. 00 .:: . ........ ......... ......... .................. .. .... .. ........ ...... ......................... ........................... ................ . . ............... .......... ............. :: PROPOSED STREET LIGHT LOCATION 1 I I 51.54. .... .. I49 I° ° In c v a a� H g O ° I LANDSCAPING WITHIN PUBLIC G g a _ ` H� H a a a 10' WIDTH LANDSCAPE RIGHT OF WAY TO BE INSTALLED I — BUFFER REQUIRED MG I l 8 CL EAN!'JUT PRIOR TO PLAT RECORDING I •• — — — — l� — — — 430.47` w 0 / I 9 4 ONSITE TREES REQ'D 4 ONSITE TREES REQ'D \ " ss �W R1 EXISTING RETAINED TREE 0 EXISTING TREES aD fog I3 PROPOSED TREES 4 PROPOSED TREES I : H ( = 4 TREES = 4 TREES SHE / o I g 1 I I W EXISTING OFFSITE TREES 269 �-iSF / 2 ' I : I 9,271 fSF SH ro TO BE RETAINED, TYPICAL 2' / EXISTING HOUSE o I / ^ I f I FF-433.0 +/- SH D \ �; � z 1�'i;H � 20 s I/ Illy I o + ` J�' V S ED 16 \ DECK % v, I I I 0 sf d� 19'fr I 51.5 'Z AZ cr \ MG - — — — NE 24M W LL+W+ MGM --- -- -- --- � � I � ® MG X I Of EXISTING ONSITE TREE TO BE RETAINED z U TREE PROTECTION FENCE. SEE CIVIL SET FOR TREE PROTECTION FENCING DETAIL AND NOTE 41.5' � p � r7 O NE 23RD ST 199 Dry. B thell hin ail va I y 'eff@hotm . m phone w.varleylandscape.com L 158.47 I \ "W 168.4 y \ W 1 w EXISTING ONSITE TREE TO BE / REMOVED 6f�e LOT 2 10' WIDTH LANDSCAPE BUFFER REQUIRED EXISTING HOUSE NO. REVISION �Ob 1b �4 SURVEYED: DESIGNED: JMV DRAWN: /VV CHECKED: �/J/MV BY DATE APPR APPROVED: JMV STATE OF WASHINGTO E S E E LAN C C TECT JEFF M. VA TLLEY CERTIFICATE No. 774 TREE PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE REMARKS TREES Cercidi h Ilum a onicum K t r 5 1-1/2 cal p y � p a su a Full and Matching, min. 8-10 ht g, Acer griseum* Paperbark Maple 1 1-1/2n cal Full and Matching, min. 8-10I I ht Am I n hi r grandiflora 'Autumn Brilli nce Serviceberry 1 1-1/2 cal Full and Matching, min. 8 -10 ht Acer circinatum* Vine Maple 4 1-1/2" cal Full and Matching, min. 8'-10' ht Acer palmatum'Bloodgood'* Japanese Maple 1 1-1/2" cal Full and Matching, min. 8'-10' ht Note: tree caliper is measured 4' above finish grade *Considered drought tolerant in Pacific Northwest once established All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time of planting. Damaged trees shall be replaced with same species and minimum 2" caliper. Per RMC 4-4-070 (F)(2), minimum 1 street tree planted per address, where curb cuts, driveway, and utilities do not allow the required trees to be planted. Per RMC 4-4-070 (F)(3), where there is insufficient space or no public frontage, street trees are required in the front yard. PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE REMARKS SHRUBS and GROUND COVER Az Azalea sp. 'Hino Crimson'* Evergreen Azalea 9 2 gallon Full and Matching MG Miscanthus sinensis* Maiden Grass 9 2 gallon Full and Matching ® Euonymus fortunei 'Emerald n Gold'* Euonymus 11 2 gallon Full and Matching O Lavandula sp.* Lavender 9 2 gallon Full and Matching 2RH Rhododendron 'Purple Splendour'* Rhodie 9 2 gallon Full and Matching sf Polystichum munitum* Sword Fern 6 2 gallon Full and Matching am= Arctostaphyllos uva-ursi* Kinnikinnik As req'd 1 gallon Full and Matching/Plant 30" o.c. Erica sp. 'Mediterranean Pink'* Heather As req'd 1 gallon Full and Matching/Plant 30" o.c. Bergenia sp. 'Bressingham Ruby'* Elephant Ear As req'd 1 gallon Full and Matching/Plant 30" o.c. Fragaria chiloensis* Dune Strawberry As req'd 1 gallon Full and Matching/Plant 30" o.c. Plant in groups of minimum 15 plants of each species. Hold back 16" from trees, shrubs and adjacent edges. *Considered drought tolerant in Pacific Northwest once established OEM Gaultheria shallon Salal As req'd 1 gallon Full and Matching/Plant 30" o.c. Lawn See sheet 13 for soil amendment and mulch topdressing to be installed in all lawn and landscape beds R-412412 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING a; aweihs 02/19/2021 0 20 40 80 1" = 20'-0" SHEET SIZE 22" x 34" NORTH SCALE: DATE: VERTICAL: NAVD 1988 83/1 2 4 t h STREET SHORT P L A T 2020 HORIZONTAL: NAD 1983/1991 J U Y �' + C T Y OF FIELDBOOK: RENT 0 N PAGE: ONE INCH DATUM LANDSCAPE PLAN DRAWING NO: I I AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INC" SCALE ACCORDINGLY R E N T O N, W A S H I N G T O N SHEET: OF: °° 14 CN Ld Q CL LLJ Ld LCL I — v J Orint form 14es,et iotm saim FOffn DEPARTMENT OF COMMUNITY C1rY OF AND FCGNCMIC DEVELOPMENT - �Rento ; TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way-Rentcn, WA A057 Ph o ne: 425-4 3 0- 7 2 00 1 www.rentonvva.gov 1 Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site =2 1 trees 2. Deductions: Certain trees are excluded from the retention calculation: 2 Trees that are dangerous' 0 trees Trees in proposed public streets 0 trees Trees In proposed private access easements/tracts 0 trees Trees in critical areas3 and buffers 0 trees Total number of excluded trees: 0 trees 1 Subtract line 2 from line I: 2 trees 4. Next, to determine the number of trees that must be retained, multiply line 3 by: 0.3 in zones RC, 13-1 R-4, R-6 or R-8 0,2 in all other residential zones 0.1 in all commercial and industrial zarres 1 trees S, List the nurn ber of 6' in diameter, or, alder or cottonwood trees over S" in diameter that you are proposing5 to retain: trees 6. Subtract fare 5 from line for trees to be replaced; (If 11ne 6 it, zero at le SS, step here- N0 replacement trees are required) 0 trees 7. Multiply line 6 by 12" for number of required replacement inches: a inches 8- Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 01 inches per free 9, Divide fare T byline 8 for number of replacement trees: (if remainder Is .5 orgreater, round up to the next whole number) trees Measured at 4. 5' above grade. A tree certified, in a wrikten report, as dead, terminally diseased, damaged, a otherwise dangerous to person or property by a licensed landscape architect, or certified arborist, and approved by th,- City, Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined In RMt 4-3-IjS€1. 4 Count only those trees to be retained outside of critical areas and buffers, 5 The City may require modification 01 the tree retention plan to ensure reterttian of the maximum number of trees per RMC 4-4-130H7a, When the required number of protected trees cannot be retarned, replacemerit trees, with at least a two- rnch (2") ra]lper or an evergreen at Ieast sax feet (5'1 tail, shall be planted. See RNTC 4-4-130.H.l.e.(VI } For prohibited types of replacernent tfee-�. 1 SACFVjaatajForrrS-Templatv51 elf -Help HandflufsWlannImgjTree Wemov Wo►kshtset,dou M/;m5 MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH 1 " MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE — PLANTING BED NOTE: j REMOVE CONTAINER & WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING o HOLD PLANTS F"^"' EDGE OF PLANT AS NOTED ON F �yavvvvvvvvv BED LINE EDGE CURB/WALK - LESS THAN 1 GAL 1 GAL CONTAINER and LARGER ( PLANTED BEFORE MULCH) ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE PLANT MATERIAL SPACING DETAIL NOT TO SCALE �L LEY*VAR VA LEY I ds ape arch) 1 88 th Dr B thell shingt "', ail va I y 'eff@hotm . om phone r w.varleylandscape.com L LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1—800-424-5555. 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW LAWN AND LANDSCAPE BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM DEPTH OF 2" MEDIUM BARK MULCH 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 12. TREES SHALL BE STAKED WITH 2" DIAMETER LODGEPOLE PINE STAKES, OR APPROVED SIMILAR. REMOVE STAKES AFTER ONE (1) YEAR. 13. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. STAPLE TREE L PLASTIC INTERLOCKING TREE TIES OR APPROVED EQUAL DETAIL 2" MAX.-- 12 'MIN. PRUNE DISEASED AND BOTH BROKEN BRANCHES SIDES 2%2" LODGEPOLE TREE STAKES OR APPROVED SIMILAR PLASTIC INTERLOCKING TREE TIES INSTALL "TREE BOOT" OR SEE DETAIL ABOVE "ARBORGARD" IN LAWN AREAS. REMOVE BINDING TWINE, BURLAP, w AND WIRE, TYPICAL w PLANT TREE 1"-2" HIGHER N a THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH < WATERING BASIN FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT DEFLECTOR FOR TREES ` ��� ' '_; .�:' /:= <,= j j ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS AND ADJACENT TO SIDEWALKS AND CURBSIDE CURBSIDE SCARIFY PLANTING PIT .., SPECIFIED PLANTING SOIL SIDES AND BOTTOM UNDISTURBED GROUND ..... `... ii�ii� �\ ,/ / •• •.:,j� ��j��j�� �j,._: •������• 6" DEEP, FIRM, NATIVE 12" MIN. FOR WOOD ;�j���j���j�j���j�� ,�� ����SOIL MOUND STAKES & 18" FOR RE BAR 3x ROOTBALL WIDTH SIN HEAVY SOILS, AUGER 8%6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE SURVEYED: SCALE: DESIGNED: ✓MV DRAWN: ✓MV I ONE INCH CHECKED: ✓MV AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: ✓MV SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM FINISH GRADE AT — 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL - DRAWINGS (WALK SIMILAR) 1" MAX. LAWN CONDmON PLANTER SECTION DETAIL NOT TO SCALE PLANT 1 " HIGI IN NURSERY FINISH GRADE CITY OF RENTON • Planning/Building/Public Works Dept. � Q STATE OF WASHINGTO E S E E LAN C C ECT JEFF M. VA LEY CERTIFICATE No. 774 MULCH LAYER TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR SIDEWALK MULCH CONDITION (CURB SIMILAR) 'RUNE DISEASED AND 3ROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP ?" SETTLED DEPTH OF SPECIFIED MULCH ERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL 'OMPACT AND WATER THOROUGHLY _IRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE R-412413 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING aweihs 02/19/2021 191 24th STREET SHORT PLAT LANDSCAPE NOTES and DETAILS RENTON, WASHINGTON DATE: ✓AIVUARY 2020 FIELDBOOK: PAGE: SHEET:14 OF:14 NO rw 0 L 111 DESIGN CRITERIA VERTICAL LOADS ON VAULT LID: UNIFORM LIVE LOAD : = 150PSF *HS20 TRUCK WHEEL LOADS 13'-6" 14' to 30' TRACTOR ; FRONT AXLE = 81000 Ib. 0 0 o SINGLE REAR AXLE = 321000 lb. FRONT REAR REAR 3' TRAILER ; 0 0 o SINGLE REAR AXLE = 321000 lb, TRACTOR TRAILER DESIGN LIVE LOAD & TRUCK WHEEL LOAD TO BE APPLIED INDEPENDENTLY AND IN COMBINATION WITH THE SOIL COVER DEAD LOAD, IMPACT & FATIGUE: DUE TO THE LOW SPEEDS OF THE SERVICE VEHICLES AND THE SOIL COVER OVER THE LID, INCREASES IN VEHICLE LOADS TO ACCOUNT FOR IMPACT & FATIGUE ARE NOT REQUIRED, SOIL COVER FOR LID DESIGN: PLANK MANUFACTURER SHALL BE RESPONSIBLE FOR DETERMINING THE SOIL COVER DEPTHS USED IN THE LID DESIGN BASED ON THE PERMITTED CIVIL DRAWING, VAULT AND FINISHED GRADE ELEVATIONS, SOIL COVER FOR SUBSTRUCTURE DESIGN: THE VAULT STRUCTURE WAS DESIGNED FOR A SOIL COVER OF 1.8FT MIN TO 5,OFT MAX, FOUNDATION DESIGN: FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES VERIFIED BY COBALT GEOSCIENCES IN THEIR E-MAIL DATED 07-30-2020 ALLOWABLE BEARING PRESSURE; 41000 PSF LATERAL EARTH PRESSURES ON DETENTION VAULT; DRAINED LEVEL BACKFILL AT REST CONDITION; 55 PCF EFW SEISMIC PRESSURE COMPONENT; E = 10H PSF UNIFORM SATURATED SOIL DENSITY; 125 PCF SPECIAL INSPECTION PLAN GENERAL: SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ACCORDANCE WITH THE 2015 IBC. QUALIFICATION: THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, REQUIRED VERIFICATION & INSPECTION: THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS & INSPECTIONS NOTED IN THE SCHEDULE BELOW INSPECTION & TESTING SCHEDULE TYPES OF WORK FREQ 2015 IBC SECTION CAST IN PLACE CONC REINFORCING STEEL, PLACEMENT, p 1705.3 INSTALLATION & FASTENING OF PRECAST PANELS P 1705.3 PLACEMENT OF CONCRETE C 1705.3 VERIFYING USE OF REQUIRED DESIGN MIX p 1705.3 TESTING OF THE CONCRETE FOR SPECIFIED STRENGTH, AIR CONTENT AND SLUMP C 1705,3 SOILS VERIFICATION OF SOIL -BEARING CAPACITY: INSTALLATION OF DRAINAGE SYSTEM: C 1705.6 PLACEMENT & COMPACTION OF WALL BACKFILL: p 1705.6 FREQUENCY LEGEND C = CONTINUOUS P = PERIODIC SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION & INSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS INSPECTIONS, CERTIFICATE OF COMPLIANCE: THE SPECIAL INSPECTION AGENCY SHALL PROVIDE A FINAL LETTER CERTIFICATE OF COMPLIANCE STATING THAT THE REVIEWED WORK WAS COMPLETED IN ACCORDANCE - WITH THE PERMITTED DOCUMENTS, SUBMITTAL OF REPORTS: ALL SPECIAL INSPECTION REPORTS AND TESTING REPORTS SHALL BE SUBMITTED TO THE OWNER, SITE STRUCTURES AND THE BUILDING OFFICIAL BY THE AGENCY PERFORMING THE INSPECTION OR TESTING, HOLLOW CORE PLANK SCOPE OF WORK: THE WORK INCLUDED IS THE DESIGN, MANUFACTURE AND DELIVERY OF PRECAST PRESTRESSED CONCRETE UNITS, DESIGN PLANK FOR THE MOST CRITICAL OF THE LOADING CONDITIONS AS SHOWN WITHIN THE DESIGN CRITERIA NOTE, THE MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS AND PLACEMENT DRAWINGS SIGNED BY A WASHINGTON STATE REGISTERED STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION, THE MANUFACTURER SHALL INSTALL ALL BLOCK OUTS REQUIRED FOR STRUCTURAL CONNECTIONS AS INDICATED ON THESE DRAWINGS, NO OTHER PENETRATIONS ARE ALLOWED WITHOUT THE PRIOR APPROVAL OF THE PLANK MANUFACTURER. ALL HOLLOW CORE JOINTS SHALL BE GROUTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, GENERAL CONSTRUCTION NOTES CODE: VAULT DESIGN AND CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE 2015 IBC AS ADOPTED BY THE CITY OF RENTON, WASHINGTON GENERAL DETAILS: CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS, DISCREPANCIES: THE CONTRACTOR SHALL NOTIFY ENGINEER UPON FINDING ANY DISCREPANCY OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS, SHORING & EXCAVATION: THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES, INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES, WALL BACKFILL: PRIOR TO BACKFILLING VAULT WALLS THE CONTRACTOR SHALL HAVE PLACED THE LID PLANKS AND PROVIDED A MINIMUM OF 5 DAYS OF CURE ON THE PLANK VOID FILL, BACKFILL SOIL: WALL BACKFILL SHALL BE WELL GRADED FREE DRAINING SOIL FREE OF ORGANIC MATERIAL AS REQUIRED BY THE GEOTECHNICAL CONSULTANT, ALL COMPACTION OCCURRING WITHIN 5' OF THE WALL SHALL BE COMPLETED USING HAND OPERATED MACHINERY, SEE GEOTECHNICAL REPORT FOR PLACEMENT AND COMPACTION REQUIREMENTS, CONCRETE CONCRETE REQUIREMENTS: LOCATION STRENGTH MAX W/C RATIO WALLS & ClP LID 4000PSI @ 28 DAYS 0.50 FTGS & GRADE SLAB 4000PSI @ 56 DAYS 0.53 PLANK VOID FILL TO MEET PLANK MFGR'S REQUIREMENTS* PLANK JOINT GROUT TO MEET PLANK MFGR'S REQUIREMENTS* * MINIMUM STRENGTH SHALL BE 3000PSI @ 28 DAYS, AIR CONTENT; CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% +/-1% ENTRAINED AIR, MIX DESIGN; SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN CONFORMANCE WITH THE SPECIFICATIONS, SUBMIT MIX DESIGNS TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION MATERIAL REQUIREMENTS: CEMENT; ASTM C150, ADMIXTURES; ACI 301, AGGREGATES; ASTM C33. WATER; ASTM C94. EXPOSURE CATEGORIES: FREEZING THAWING FO SULFATE SO IN CONTACT w/ WATER W1 CORROSION PROTECTION Cl PLACING REQUIREMENTS: PLACING; PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL POSITION TO AVOID SEGREGATION. DEBRIS; REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE, CONSOLIDATION; CONSOLIDATE CONCRETE BY SUITABLE MEANS. THOROUGHLY WORK CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS. CURING REQUIREMENTS; CURING, CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A SUITABLE PERIOD OF TIME AFTER PLACEMENT. WEATHER CONDITIONS; ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS. LID PLANK PLACEMENT: IN NO CASE SHALL THE LID PLANKS BE PLACED BEFORE THE WALLS HAVE BEEN ALLOWED A MINIMUM OF 3 DAYS OF CURE. WHEN AVERAGE AMBIENT TEMPERATURES ARE LESS THAN 50 DEGREES FAHRENHEIT, THE CONTRACTOR MUST ALLOW A MINIMUM CURE TIME OF 7 DAYS OR PROVIDE AN ADDITIONAL SET OF CYLINDERS TO BE BROKEN AT THE TIME OF LID PLACEMENT DEMONSTRATING A MINIMUM CONCRETE STRENGTH OF 11000 PSI HAS BEEN REACHED, REINFORCING BAR MATERIAL REQUIREMENT: REINFORCING BARS: USE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT AS NOTED ON THE DRAWINGS. FABRICATION AND PLACING REQUIREMENTS: BENDING: BARS SHALL BE BENT COLD, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY THE ENGINEER. PLACING: REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF CONCRETE, MAXIMUM SPACING OF SUPPORTS SHALL BE 3'-6" CONCRETE COVER: MINIMUM CONCRETE COVER FOR REINF. SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE; CONCRETE CAST AGAINST EARTH 3" CONCRETE CAST AGAINST FORMS AND EXPOSED TO EARTH 2" WET SETTINGS: REINFORCEMENT ANCHOR BOLTS, OR ANY EMBEDDED ITEM WITHIN THE CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN POURED WITHIN THE FORMS, LAP SPLICES: LAP ALL BARS 24" MIN UNLESS SHOWN OTHERWISE ON THESE DRAWINGS, DEFERRED SUBMITTALS THE FOLLOWING AREAS OF WORK SHALL BE CONSIDERED AS "DEFERRED SUBMITTALS" AS DEFINED IN THE 2015 IBC a. PRECAST PRESTRESSED HOLLOW CORE PLANK ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHINGTON WHO HAS CURRENT DESIGN EXPERIENCE IN THE TYPE OF WORK REVIEWED. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED BY THE ENGINEER OF RECORD, 484 PRECAST CATCH BASIN BASE SPECIFICATIONS: PRECAST CATCH BASIN BASE SHALL MEET ASTM C478 AND THE APWA/WSDOT STANDARD SPECIFICATION FOR PRECAST CONCRETE MANHOLE SECTIONS, MATERIALS: a. REINFORCING STEEL Fy=60KSI MINIMUM b. CONCRETE f'c=4,000PSI MIN @ 28 DAYS MINIMUM REQUIREMENTS:: CIRCUMFERENTIAL WALL THICKNESS SHALL BE NO LESS THAN 5" THICK AND SHALL HAVEA MINIMUM OF 0.12 SQ. IN/FT OF REINFORCING STEEL HORZ AND VERT PLACED AT THE CENTER OF THE WALL. BASE THICKNESS SHALL BE NO LESS THAN 6" THICK AND SHALL HAVE A MINIMUM OF 0.15 SQ. IN/FT OF REINFORCING STEEL IN EACH ORTHOGONAL DIRECTION PLACED AT THE CENTER OF THE SLAB. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` �' bbannwarth 02/19/2021 311 MAx ADD ONE VERT, EA SIDE OF BLOCKOUT ADD (2)-#5x4'-0"@3"o/c NEAR INSIDE FACE OF WALL ABOVE BLOCKOUT 12" m INLET OR OUTLET PIPE ,r.. .................. ...................... 00 AT PERPENDICULAR PIPE NON SHRINK GROUT VOID FILL TOP OF GRADE SLAB - FOOTING WALL REINF @ PIPE PENETRATION NEAR BASE OF WALL 3/4"=1'-0" ..................................................................... . +0............ �.� 1211 z .�� °° �.................... rs'...................... ................... ADD #5x TOP AS SHOWN .• •. ■................... ilk.. ....... .......... Age .... .............. 3" MAX E BLOCKOUT FOR PIPE ADD #50'-0" DIAG BARS EA. SIDE OF OPENING NON SHRINK GROUT VOID FILL CUT NO MORE THAN 1 WALL VERT REINF BAR @ BLOCKOUT WALL REINF @ PIPE PENETRATION NEAR TOP OF WALL 3/4"=1'-0" 3" MAX FILL WITH GROUT AS DIRECTED BY PRECAST PLANK MFGR. CONT, BACKER ROD IF REQ'D, TYP PLANK JOINT DETAIL SCALE 1114-0" CONC DOBIE OR CHAIR TYP GRADE SLAB SECTION SCALE 1-1/2"=1'-0" AT SKEWED PIPE I 1.■ .... I .................... ADD 2 VERT. EA SIDE OF BLOCKOUT ADD (2145x6'-0"011o/c EA FACE OF WALL ABOVE BLOCKOUT INLET OR OUTLET PIPE TOP OF GRADE SLAB - FTG NON SHRINK GROUT VOID FILL ADD (1145x5'-0" TOP & BOT @ PLACED BETWEEN TYP WALL HORZ REINF. 18" 30" 30'I ADD #5x TOP AS SHOWN BLOCKOUT FOR PIPE ADD #50'-0" DIAG BARS EA. SIDE OF OPENING NON SHRINK GROUT VOID FILL CUT NO MORE THAN 2 WALL VERT REINF BAR @ BLOCKOUT Z O cc a v z J W a o co � o W Lu N V d Z W � � J cn O z W J J J > a COp LL V In a Lu in ind W Lu � ca ccz � � N N N N 0 0 0 0 WN N � � H O r*- ti Ln OC C"7 9 N O 0 0 0 o U 0 a Y i CD •L_ co m Y Z W J �j Y m i 0 Y za o w w � Q ?r v I Q W d 0►�.0�IT ;mLj K W -o ¢ GcrU2074 E�o�y�►��`v AL �. ss�oNAL O 25 Z a _ 3 0 CO N W Z Z _O H W W in W H a 0 I SHEET: z cc LL O V Si OF 3 S-20-039 201-911 64'-11" 63'-7" 20'-911 201-911 0Io 8 1 8 0; ;o 4j •----.....�I• �0 1 0� S1 3 Io 1 0� S1 3 i Io i ITOV=421,46 1 S1 4 S3 4 S3 TYP THROUGH OUT VAULT, Ll ' 7 ' 9 0 o g El Io 9 8 0l .6 ._• 1 1 �o Enl -0 Elo� o oFl El El LID PLAN SCALE 3/1611 = 11-011 �1 X co N IL 5 1 12-1/211 THICK HOLLOW S3 CORE PLANK LID, TOP OF LID EL= 422.50 201-911 F24x12 1 64'-1111 63'-711 20'-911 S3 F24x12 9 v� 20'-911 16'-111 F24x12 00 2' 81 01 41 91 811 4'-0" 5 S3 ------------------------ r------------ —-------- r--o IBOV=414.46 1 I I - TYP @ PERIM �__-� I 5'-011 6 I F4,0 OF VAULT 1 I F4,0 - I� A 3 _ o S3 � S3 co IBOV=413,89 3 I S3 X 6 F4,0 511 THICK CONCRETE —� F4. 11 SLAB ON GRADE I 1 I I I I o------V -------------, F--_ �, I I I �I I ' -+' 1 °-I I 10 I IBOV=414,16 1 _`J -- — I F24x12 F24x12 F24x12 5 1 2 1 S3 S3 FOUNDATION PLAN SCALE 3/1611 = 11-011 : o ■ ■ ■ `V T -- 141-#6 PLANK #5 IN EACH 3i_On , : : DOWELS PLACED VOID (3) 3'-0" C (1) #5 x 2'-3" C ---;---------------=-------;- AT MIDDEPTH OF TOTAL oo Z. SLAB, 12-1/211 THICK CAST IN PLACE CONCRETE SLAB SHOWN SHADED, 13 -#5 T&B o AS SHOWN. i i Da nl I I I I I I I I 24" DIA I I I I I I r�Q I I I I I I I I OPENINGS #5 IN EACH VOID (7) 51-311 TOTAL 1-0 TOTAL ;1 LIb REINF @MANHOLE SCALE NTS AT PERIMETER WALL LID REINF @ MH w/ KNEE -WALL SCALE NTS cV FRI 0 21 81 F A �,'l 0' 4' SEE FOUNDATION PLAN KEYNOTES FOR WALL REINF, #5 DOWEL TO MATCH WALL VERT REINF SPACING. SEE 7/S3 FOR PLACEMENT REQMTS. GRADE SLAB REINF SEE FOUNDATION PLAN I3I45 CONT, BOT #5@12"o/c 21-611 KNEEWALL FTG DETAIL SCALE 3/411=1'-011 PLAN KEYNOTES 1, 5" THICK CONCRETE SLAB ON GRADE REINF WITH #4@1811o/c EA WAY, PLACE ALL REINF AT MID -DEPTH OF THE SLAB, CAST GRADE SLAB IN A SINGLE POUR, SEE 2/S1 FOR REINFORCING PLACEMENT DETAIL. 2, CAST IN PLACE CONCRETE WALLS TYPICAL AT THE INTERIOR & PERIMETER OF THE VAULT, SEE WALL SECTIONS ON S3 FOR REINFORCING AND DIMENSIONS, PROVIDE ADDED REINF AT PIPE PENETRATIONS AS SHOWN IN 3/S1, 3, THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB, SEE WALL SECTIONS FOR SIZE & REINF UNO, 4, 12-1/211 THICK PRECAST HOLLOW CORE PLANK, SEE DESIGN CRITERIA NOTES ON SHEET S1 FOR PLANK LOADING REQMTS. 5, PIPE INLET OR OUTLET TO VAULT, SEE CIVIL DWGS FOR PIPE DIAMETER, LOCATION & INVERT ELEVATION, SEE 3 & 4/S1 FOR WALL REINF @ PENETRATION, ADDITIONAL REINF IS NOT REQUIRED FOR PIPES LESS THAN 8" m PROVIDED THEY ARE PLACED BETWEEN THE TYPICAL WALL REINFORCING, 6, 8FT WIDE OPENING WITHIN CELL DIVIDER WALL, SEE A/S3 FOR WALL REINF AT OPENING, 7, 2411 DIAMETER OPENING THRU LID TO ACCEPT RISERS, LADDER, RING AND LOCKING MANHOLE COVER PER CIVIL DRAWINGS, SEE 1/52 FOR LID REINF AT OPNG, 7A, 2411 DIAMETER OPENING w/ KNEEWALL TO ACCEPT RISERS, LADDER, RING AND LOCKING MANHOLE COVER PER CIVIL DRAWINGS. SEE 2/S2 FOR LID REINF AT OPNG, 8, POUR SLOTS IN THE TOP OF THE PLANK. MANUFACTURER TO PROVIDE A MINIMUM OF 2 SLOTS @ EACH END OF EACH PLANK. PLANK MANUFACTURER MAY REQUIRE GROUTING OF ADDITIONAL CELLS BEYOND THE MINIMUM SHOWN, THE GENERAL CONTRACTOR SHALL INCLUDE GROUTING OF THESE ADDED CELLS IN HIS BID, SEE WALL SECTIONS FOR REINF. 9, PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARALLEL TO THE PERIMETER VAULT WALLS, LOCATE BLOCKOUTS APPROXIMATELY AS SHOWN ON THIS PLAN, SEE WALL SECTIONS FOR REINFORCING, 10, 811 THICK KNEEWALL, REINF w/ #5@121'o/c HORZ, AND VERT. PLACED AT THE CENTER OF THE WALL. PROVIDE (2)45 HORZ AT THE TOP OF THE WALL & (2)45 VERT AT THE FREE ENDS OF THE WALL. EXTEND VERT BARS 1111 INTO THE 12-1/211 THICK LID CLOSURE POUR, SEE 3/S2 FOR FTG INFORMATION, 11. 48110 CATCH BASIN BASE TO ACT AS SUMP. SEE 5/S2 FOR DETAILS, IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING bbannwarth 02/19/2021 RD a TYP PERIMETER WALL LONGITUDINAL REINF ....................... ........ ...... ....... ....................... ........ ...... ....... ...................... .. ..... ...... ....... \-- ADO (4)45 BOT LONGITUDINAL 11-811 8" 11-811 41- 011 F4,0 FTG DETAIL SCALE 3/411=1'-011 LEGEND ITOV INSIDE TOP OF VAULT LID (TOP OF CONC, WALLS) IBOV INSIDE BOTTOM OF VAULT (TOP OF GRADE SLAB) CIP CONCRETE WALL, - - - - - CONCRETE SPREAD FOOTING DIRECTION OF DOWNWARD SLOPE F28x12 2811 WIDE x 1211 THICK FTG SEE 2/S3 F24x12 2411 WIDE x 1211 THICK FTG SEE 1/S3 F30x12 3011 WIDE x 1211 THICK FTG SEE 3/S2 F4,0 4811 WIDE FTG SEE 4/S2 FOR REINF, CONSTRUCTION LOADS THE VAULT LID HAS BEEN DESIGNED TO CARRY THE "DESIGN LOADS" ONLY AFTER VAULT CONSTRUCTION IS COMPLETE, ALL DESIGN CONCRETE AND GROUT STRENGTHS HAVE BEEN ACHIEVED, AND ALL COVER HAS BEEN PLACED OVER THE VAULT WITHIN THE LIMITS SPECIFIED ON THIS DRAWING, "BOBCAT" OR OTHER LIGHT EQUIPMENT SHALL BE USED FOR PLACEMENT OF MATERIALS OVER THE VAULT LID, ALTERNATIVELY, ALLOWABLE UNIFORM LOADS ON THE BARE SLAB CAN BE OBTAINED FROM THE PLANK MFGR, DIMENSIONS & ELEVATIONS THE CONTRACTOR AND HIS SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS WITH THE CURRENT PERMITTED SET OF CIVIL DRAWINGS, AND SHALL NOTIFY BOTH THE CIVIL & STRUCTURAL ENGINEERS IN WRITING OF ALL DISCREPANCIES BETWEEN THE CIVIL DWGS AND THESE DWGS PRIOR TO CONSTRUCTION, INSIDE FACE OF PERIMETER VAULT WALL RISER SEE CIVIL SINGLE PIECE OF MOLDED FIBERGLASS GRATING DESIGNATION MS-200, 2" HEIGHT WITH 2" MESH, PROVIDE LEAST POSSIBLE NOTCH AT T-PIPE. GRATING TO BEAR 1-3/811 MIN ONTO SUPPORT ANGLE 'YPE 2 CATCH BASE w/ (11)-1/4"mx1-3/4" LONG HEX HEAD STAINLESS STEEL SIMPSON TITEN CONCRETE SCREWS SPACED AS SHOWN, PROVIDE CRL BITUMINOUS COATING TO ALL ANGLE SURFACES IN CONTACT WITH THE CONCRETE, GRATING @ SUMP #3x8"x2411 @ 121lo/c ALONG VAULT PERIMETER WALL EDGE OF SUMP (2) #4 CIRCULAR TIES IN RADIAL PATTERN CAST FTG & GRADE SLAB AGAINST PRECAST BASE. (5)45 BOT III -------------------- ---------- --- -- TRANSVERSE - • J FIBERGLASS GRATING —/ • = I- III IQ - - COVER & SUPPORT ANGLE - III VOLCLAY RX-102 WATERSTOP 3:EEP 1211 D AT T PERIMETER O HE PER ME ER F THE THICKENED - SUMP TO SLAB INTERFACE SLAB FOOTING 48110 ui w Lu 4811 CATCH Off a BASIN BASE, SECTION @ SUMP SUMP DETAIL SCALE 3/411=1'-011 Z O a � v z NJ J a a 0 0 co o d coLu Z W Lu V O = J d z c�j Lu °C J a Lu z J a cop W i " G U d z OL W ca co co cca z Lu Lu Co 0 N 0 N 0 N 0 WN ■ N ■ N N H oc o C? r*- Q N Lo o 1� 00 o r fA 0 U 0 a z i 2 m m z f W J 2 i o 0 Y 15 o n= , w 1. o a� L / T Q L� c v Q Q` l,T OgoF� W y -occ G 20744 ON L O H Z a j _ ...1 Oct 3 ~ O o Z IW uj in Cl� W H = a � 3 N z ~z W O W °C Z LL O 0 t� SHEET: S20F 3 S-20-039 SHEET 312E 22Y3A I KNEE WALL wl OPENING SCALE 1/2"=1'-0" III T8"o/c SEEA S3 WALL PIER SEE A/S3 FOR VERT REINF ►_1m.ieql #5@12"o/c HORZ & VERT ON BACK FACE OF WALL. DOWELS TO FOOTINGS ARE NOT REQUIRED AT THESE VERT BARS WALL PIER DETAIL NTS 103 TYP WALL SECT S3 SCALE 1/2114_011 II II II I I I I I I I I I I I I II I I N II II II II II II I I -------- T1- uo J co 0 II ALT, HOOKS 24 PLAN VIEW #5 x 301I 3611 KNEE -WALL—\ TO MATCH HORZ, #5x 1811 C CLOSURE TO WALL - ® DOWELS @ 36"o/c, #5@12"o/c HORZ & VERT ON BACK FACE OF WALL, DOWELS TO FOOTINGS ARE NOT REQUIRED AT THESE VERT BARS #5 x241lx24" CORNER BARS TO MATCH HORZ WALL REINF TYP 41-011 #5 x241lx24" CORNER BARS TO MATCH HORZ WALL REINF TYP TYP WALL CORNER REINF, NTS Nis VAULT WALL (-2TYP WALL SECT S3 SCALE 1/2114_011 4'-0" WIDE PLANK I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --- I I I I I I I I I I I I 3611 #5 x 2411 C LID TO CLOSURE DOWELS @ EA PLANK, ELEVATION VIEW LID & WALL TO CLOSURE DOWELS AT PLANK VOID END FILL 8 WALL SCALE 3/4114-011 103 108 ('T� TYP WALL SECT S3 SCALE 1/2°=1'_0° IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJt � bbannwarth 02/19/2021 '1] co co N 1211 #4 x 11411 SET @ CENTER OF VOID 1_ 1'-011 PLAN VIEW 3611 #5x 18" C CLOSURE TO WALL DOWELS @ 36"o/c, HOLLOW CORE 1'-011 PLANK ------- ---- -- #6 @ CENTER OF ------- ---- -- VOID .......CELL BLOCKOUT PERIMETER WALL WALL VERT REINF EXTENDING INTO CLOSURE 12'1 #4 x11411 SET @ ENTER OF VOID -------------- - ----- ■ ■ ■ ■ ■ ■ .. ■ .. ■ ■ ■ ■ ■ ■ ■ VAULT WALL ELEVATION VIEW LID & WALL TO CLOSURE DOWELS AT VOID BLOCKOUTS 8 WALL SCALE 3/4114-011 WALL GENERAL KEYNOTES 101, PLANK TO BEAR 3" MINIMUM ONTO THE TOP OF THE CONCRETE WALL, SEE PLANK MANUFACTURER'S DRAWINGS FOR FINAL BEARING LENGTH, INSTALL BEARING PAD AS DETAILED ON THE PRECAST PLANK PLACEMENT DRAWINGS, 102, 12-1/211 THICK PRECAST HOLLOW CORE PLANK, 103. FINISHED GRADE, ELEVATION VARIES, SEE DESIGN CRITERIA ON SHEET S1 FOR APPROXIMATE SOIL DEPTHS OVER THE VAULT LID IN ADDITION TO THE CIVIL DWGS FOR FINAL GRADE ELEVATIONS, 104. 4110 PERFORATED PVC FOOTING DRAIN SET IE=415,75 WRAPPED IN FILTER FABRIC, ROUTE DRAIN TO DISCHARGE POINT AS SHOWN ON THE CIVIL DWGS, 105. PREENGINEERED DRAINAGE MATT TO EXTEND OVER THE HEIGHT OF THE WALL, SEE GEOTECHNICAL REPORT FOR MATERIAL SPECIFICATIONS, 106. 4" PVC RIBBED WATERSTOP w/ CENTER BULB AT ALL PERIMETER WALLS OF THE VAULT, INSTALL AT THE CENTER OF THE WALL, IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS, 107. SEE FOUNDATION PLAN FOR GRADE SLAB REINFORCING, 108. PAD FOOTING AT WALL PIER BEYOND, SEE 4/S2 FOR REINF, 109. HEADER @ OPNG, SEE A/53 FOR REINF, WALL REINFORCING KEYNOTES 201, 8" THICK CONCRETE WALL PIER BEYOND, SEE A & 8/63 FOR REINF, 202, 8" THICK CONCRETE WALL REINF w/ #5@12"o/c HORZ & VERT, PLACE VERT REINF NEAR THE INSIDE FACE OF THE WALL. PROVIDE (21-#5 CONT HORZ BARS @ THE TOP OF THE WALL, EXTEND BARS 11" INTO LID CLOSURE POUR WHERE POSSIBLE, 203, #5 FOOTING TO WALL DOWELS TO MATCH WALL VERTICAL REINFORCING SPACING, PROVIDE STD HOOK @ END OF BAR CAST INTO FOOTING, DOWELS SHALL BE EMBEDDED A MINIMUM OF 9" INTO 12" THICK FTG, &SHALL EXTEND INTO THE WALL 28" MIN, SEE 7/S3 FOR DOWEL PLACEMENT REQUIREMENTS, 204. #5x4'-O" PLACED SUCH THAT EACH 4811 WIDE PLANK RECEIVES (21 BARS, LOCATE BARS IN VOIDS WITH POUR SLOTS AS SHOWN ON THE PRECAST PLANK PLACEMENT DWGS, PROVIDE ADDITIONAL BARS @ EACH PLANK IF REQ'D AND SHOWN ON THE PRECAST PLANK SHOP DWGS, 205, LID & WALL TO CLOSURE POUR @ VOID BLOCKOUT, SEE 6/63 FOR REINF, 206, LID & WALL TO CLOSURE POUR @ END VOID FILL, SEE 5/S3 FOR REINF, 207. #5@18"o/c BOT 208, N46 CONT IN CLOSURE POUR, LAP 3611 @ ALL SPLICE LOCATIONS, 209, 12146 CONT, IN CLOSURE POUR, 210, #5 @ HORZ @ MID DEPTH OF HEADER, 211. #5 LONG AS SHOWN, LAP 2411 AT ALL SPLICE LOCATIONS, 212, N47 @ 211o/c TO EXTEND ACROSS THE FULL WIDTH OF THE VAULT 213. I2I-#5 x 4'-0" DIAGONAL BARS EA CORNER 214, PROVIDE N45 VERT IN EA JAMB OF OPENING LOCATE AS SHOWN, 215. �Z-#5 CONT AT TOP OF WALL, 216, #4@8"o/c WALL PIER TIES w/ ALTERNATING HOOK, SEE 8/S3 217, #4@4"o/c VERT w/ 180 DEG HOOK & BOT, 3" MAX DOWEL & VERT REINF TO BE PLACED IN LINE DOWN THE % LENGTH OF THE WALL U o0 DOWEL w/off FTG TO L_ VERT WALL VERT BAR WALL DOWEL REINF SPLICE ' MAX DOWEL & VERT REINF TO BE PLACED IN LINE DOWN THE LENGTH OF THE WALL DOWEL w/o FTG TO J L VERT WALL VERT BAR WALL REINF SPLICE DOWEL ,TYP FTG DOWEL PLACEMENT DETAIL SCALE 1"=1'-O" Z O a v cl) z J a a W o a c� co z � o Lu d N Z W F. W V O z � � J Vcc W J a J z J � � a cop � LLLu p V d p z � a W Lu N CO Z Co 0 Co 0 N 0 N 0 IIJ H N o C? N r*- 0, ti N LO o 1*� 0 00 o C - r o 0 U 0 a z co m m z W J i 0 Y za o CO w � a � 0 mp< to L T Q ?� v , W d o�kll .`L 0►�.0� a`�` J. K W = -o ¢ GcrUR07a E�o�y�►��`v AL �. ss�ONAL E� Z O H Z a O O Z LU Q W H = a � 3 N z ~z W O W °C Z y LL O 0 V CO) Z O t/� J_ C.i a W H Ali Q J a06 I SHEET: S30F 3 S-20-039