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HomeMy WebLinkAboutzR-3687Setn SCALE: 1"=30' 30 15 O 30 60 N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. OJM1 PUNCH R.' } BRASS DAN I LDYCPETE A10\LMEVI AO 'N� O's, IN a5 — cD /2.2,� NE 1ST ST n- e, , /. v4 1 /a. 3EC 1, I I 1 I E 12- cPF _ aeszz iN •t. o.� IN cnsE. (1z /zmz) v LANDUSE AREA SUMMARY: IE Iz LPP = 355.52 IN T / — — IE 12' LPC 356.52' CVi Al . a ONSE EXISnNG (IN PARCEL): 39�' IF tz cE IBID. II j Ss x82p1 Rj / TOTAL (ALL): 1.089 ACRES (HAS EX. HOUSE & DWY, IE 12' LIP - U. 13 ON' 1 j RS 391 oa MODELED IN KCRTS AS FULLY FORESTED) ' 1HU j j r (a BTER CHANNEL; 309 OO ONSffE PROPOSED (N PARCEL): 1� S IMPERVIOUS PGIS FROM PRN. ROAD: 0.132 ACRES 31 TALL CDT (4mt sn nN j %/ ( ) v; /NOS. 1 M1M1I •I , IMPERVIOUS (LOT DWY): 0.074 ACRES nrlI I! W IMPERVIOUS (BLDG /SW /PORCH): 0.338 ACRES li;x )� ,1 - °• / ss� / /J1 \ Pa % — — LS(J5b�N\JR9sfW PERVIOUS (GRASS): 0.043 ACRES _ / r --A- _ __ Ate, ..1 j r 12 /2P,TJ v O. OFFSITE EXISTING (IN RIGHT -OF -WAY). DITCH ve �.. re sravD ���. °vrR =_ \ \\ sSUII nr(FS ly'v .: FD aw- .el. Ft!,R '' I r \ � IMPERVIOUS (PGIS): 0.018 ACRES i a 1 s - C. , , "CaJuEW powv v pc i ue. _I v I- _ a'PVC N IN , :In; l z �96dE 5.0; _ . PERVIOUS (GRASS): 0.043 ACRES - ae35 :m / ®c5 / ) BORp -R' _ I ; '.J9x 59 IL (C N EH CinK EL1 v: .t. 5 d -E 2nd S'tj 5// 8 \L 389 L c, \ Ir OFFSITE PROPOSED (IN RIGHT -OF -WAY): �� ,��; e[r;cl 12 vl ',uxLmserr N,1 I �-'�Ij j 12 GP 99a9 E \ IMPERVIOUS PGIS 0.025 ACRES To -i TeEEr = \'i COQ eenn °c'vcH s p el/ 5'c 2 c. eea c \\ ( ):S wo QD[II,NF pGIN / 11L lU1R IMPERVIOUS (SW): 0.016 ACRES s''L" - C \ uT o Tlaa'_ zD z) '� \ 1 PERVIOUS (GRASS): 0.021 ACRES _ `7 uaRw 1 n I _ /' 0 C1 f „p' ✓J1 /,�.�'.v w .�..: <;3 sx H. taut: n 'cc \ 3 C Up RIBA G / SN FOR. ° \L IS \\ '� s'r`r 1� �` °.z'ry o N \ i -CA- RECAP a ca?\ cD'c < < 3cLCR wu 4 M 1 y �' C 92 3 C 3 cog — r 'caRE t7 S V S COD 1 It / n ac�rs.)� IP: -�." 7 - -•-e -/ /41 �"4 M'���. i�iiA.^,l at.. Sea \ \3ss / l \ \Jys l F % 1 t 892556 1 � J — 1 p3 a s (1 11 OJ 5 DATE) u o s J 1 ! D 12]' a' 6R o 2 t PoSTA 1 12 1 Of C 2J NR. 1 I r 3,r C D'T e9ry \ ooE ots I of FR, coa ! 1 L ° FCV"o R 3 R n L cnP I .roe a V c FhDa` sd`S B` -s^�I c ou s 1.511. - �I OF FDG c,6 a'u +�� �' / sa z 1 1 I� OLIN' \N 1 � y sue° � 'P, s: 6 / I IT ANS11C —.� s ' �� I rcirROOVC s - 3ussr �1 a5i/ CAB EXISTING FEATURES LEGEND I rA REMOVE o M e EXIST SHEDS I 6121E c` °_ ETU. s1+Bp 5. \ PINE WnHORNE a cent �rE D Y... 2 naFJ4EE` Iv msaePnlR \ __ LI 2� F 9h. Ec nT 1i. / % �. END -I _ 101, 72'r FIR # l^va6'v PPHi xlu_Ar I t2 "1r UPV Nc �72'P/I J 7 / Is III, . c- a, Or 2H.V MAPLE s nvc Fn'_ rr9[Nr_o .'•� LRAIE. Dun s° e 9"-- SE. EVC cT :S / 394 — ra _ CONCRETE PAVING cad E tivI X OI- c+ vc v u't•n, cr P JF ccR. _- � + I _ a . rc� J ' I a c• v83 2 `v t TTpt xoFNC.- IS, ASPHALT PAVING E: -391 oz f I I�L v M1c F p D rz.� ° pv CDR ceps S cvTSSfs R I err }i .- [i r I \ :I < 1p °,-cGR H° 1.<vc , cif CRC^ core. \�� `.I clIA` T/ rrl. I ) z1G 0 YAK kE COR \s 1 p 1.2 w.vz "S r i GRTVE nwr :' 61 F I r }s. 1 x rNC r BUILDINGS — —_ > W I \ '. r Nvr tea zo.. CF e SO E. }. cossES R I I / I . 5120,2lz9,3Yn \\P. coR. GRAVEL SURFACE ��� "IR 3 309 3 vv m� � >< ° y. °Fat ae5sr \F1eox 2nle I I risr°rFp sosss - - - D DITCH LINE I If I A� ON -NT �EGU �s d nDO - - -OP OVERHEAD POWER LINE �' 11 I A _1z co"cN =oa7s \� r/ /, II � � j C,w 1 ---- OT- - - -OT- OVERHEAD TELECOMMUNICATIONS UNE I A, of I / \ ry r , - ,o p nINC IN pISRIPAI� P POWER LINE orvrT cwa A 1 I ° ° 1 si Ps I 30 b 2L m Is' ovc _ T83 11 1 / ' ! ° arvc s / e -__ OP -OT OVERHEAD POKER AND j- .. __. _ , _I I %� 2A ` e I I'-0 °•fir as't. OF Y - TELECOMMUNICATIONS -' - \Ic�rvEE pmr I % + 1 �•", \ PoDFH u. _. t c v t sroR. wa n ;. o O rt. t 'SANE Weis s• t' �- AD' c nT _ Is /e "P 1 WATER LINE r/ le w /BAS INT 19' a - -_ GAS LINE CULL T w.'TVC �" \ IT 12 CI IC N = 3863]' ..RDSS•S It 1 I 1 :°-%/ A ` 9T'C I J J n CROSS 5? CHAIN LINK FENCE LINE +' 1 1�Y_ I u<li ,. WOOD FENCE UNE REMOVE EXIST HOUSE 1 B POWER METER I 1, / cKVe , \\ .._vfvl © POWER VAULT id lz' 01 s' 32605' -- y }j STREET LIGHT y' rm,;, T r rr : o ° CLId -a F I TPN:19230590211 TiC V' FIAT T, COS, s o 2W. nREA = 47,271 SO. Fr. m SIGNAL VAULT �I I G S i SO caR SHIP 1T, 1 - V�zz= \ 1_O9 + ACRES HIP ILE e CABLE TV RISER I /� l j I uo TELECOMMUNICATIONS RISER e i - _ -_ -_ -_ pF c arE— GUY ANCHOR vv uu s c . I ; �- POWER POLE W/ TRANSFORMER - _ -- L --- - -- �ra � {f POWER POLE W/UNDERGROUND CONDUIT I I \�Z \ ��� ,. 3x 1J POWER POLE W/ TRANSFORMER & I I o - _ _ _ , \ \ J UNDERGROUND CONDUIT I v v S '" M1 "T ' vIT �? 4 UTILITY POLE \0 2a I F 11 C111 v.; 3319, \\ - �\ 'II TV O REN OV p A +y �C J SANITARY SEWER MANHOLE n M - ?I cc.c s 3aa z \ �° h ❑ CATCH BASIN e269 Lo cn E I --! _ \� sFE Rcs p9ec c09 "NC ON CININ ® STORM DRAIN MANHOLE I `� o +D I A \ APPROXIMATE \ % C CULVERT j \1 saTlc,: LACH / 11;737 3 R FIRE HYDRANT I �� Av Ru z c .>9 ' e3 I a 2 c _ 5A \\ E9 WATER METER '\✓ FCUVn sta e 'n P zzf 7acl A �. A CU ur s FNO noFNC A- NUI z9,.5. D 1, \ A. WATER VALVE I U11D RA... \\ I u P r\ ,., 9 % c auacr s ° "le CF P / of lR_l coP_ ,v' I \" 1 <'�\ e © •,\ K/ +nsw RA x) 1 rcc CSURE \ / s I + \ ✓� — — CONTACT DATA PREFERRED OWNERIAPPLICANT: PLANNER: CIVIL ENGINEER: MR. MARK DEVI PK ENTERPRISES PREFERRED ENGINEERING, LLC 210 DUVALLAVENUE SE 23035 BE 263RD STREET 8957 DISTRICT LINE RD AXIS RENTON, WA 98059 MAPLE VALLEY, WA 98038 BURLINGTON, WA 98233 Mi�'Ii0°nmm DA�y !'� (206) 276-8134 206.227.7445 360.661.6656 DE 077 4 LOOT SHORT PLAT 2100 DUVALL AWE COMEG°3SHEET & EMSTWO FEATURES CONTACT: PHILLIP KITZES CONTACT: RICK BLAIR, PE i SURVEYOR: AXIS Survey & Mapping GEOTECH: LANDSCAPE ARCHITECT: (ili 13005 NE 126th PL S & EE BACKYARD BOTANICAL KIRKLAND, WA 98034 16625 REDMOND WAY LEANNE KUHLMAN, ASLA OFFICE: (425) 823 -5700 SUITE M 124 24419 30TH AVENUE CT E FAX: (425) 823 -6700 REDMOND, WA 98052 SPANAWAY, WA 98387 + 425.868.5868 (253) 846 -9878 CONTACT: CJ SHIN, P.E. GENERAL NOTES: IMM I� ASSESSOR'S PARCEL NO.: 152305 -9021 SITE ADDRESS: 210 DUVALL AVENUE SE, RENTON, WA 98059 TOTAL SITE AREA 1.09 AC (47,224 SF) EXISTING USE: SINGLE - FAMILY RESIDENCE k' PROPOSED USE: 4 SINGLE - FAMILY RESIDENCES + ADJACENT LAND USES: SINGLE- FAMILY RESIDENCES DATE EXISTING ZONING: R -4 PROPOSED ZONING: R -4 A-NNNNAP ALLOWED DENSITY: 4 DU /ACRE PROPOSED DENSITY: 4.21 DU /ACRE (ROUNDED TO 4 DU /ACRE) MINIMUM LOT SIZE: 8,617 SQUARE FEET MAXIMUM LOT SIZE 10,349 SQUARE FEET AVERAGE LOT SIZE: 9,106 SQUARE FEET MINIMUM LOT WIDTH: 70 FEET FRONT YARD SETBACK: 30 FEET SIDE YARD SETBACK: 5 FEET REAR YARD SETBACK: 25 FEET ACCESS: TRACT 'A' (PRIVATE ACCESS) ACCESS WIDTH: 21 FEET SOIL TYPE: VARIOUS (SAND, SILT, GRAVEL, CLAY, COBBLE) PURVEYORS: WATER: CITY OF RENTON SEWER CITY OF RENTON POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: CENTURYLINK CABLE: COMCAST SHEET INDEX 1 * * * * COVER SHEET & EXISTING FEATURES 2 * * * * HORIZONTAL CONTROL PLAN 3 * * * * GRADING PLAN 4 * * * * PAVING & DRAINAGE - SITE PLAN 5 * * * * PAVING & DRAINAGE - FRONTAGE PLAN 6 * * * * CONSTRUCTION EROSION CONTROL PLAN 7 * * * * SEWER PLAN 8 * * * * WATER PLAN 9 * * * * TREE RETENTION PLAN 10 * * * * LANDSCAPE PLAN 11 * * * * SURFACE WATER STANDARD DETAILS 12 * * * * SURFACE WATER STANDARD DETAILS 2 13 * * * * SURFACE WATER STANDARD DETAILS 3 14 * * * * TRENCH DRAIN DETAILS 15 * * * * WATER STANDARD DETAILS 16 * * * * WASTEWATER STANDARD DETAILS 17 * * * * LANDSCAPE DETAILS 18 * * * * COMPOSITE UTILITY PLAN I I NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1 -800 -424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. / I UNIT A =a NE40 St Nmlratafsnw NE 4th St rh 4n4 .. dwnr.elo r i N "' cemxll p.antxa i i IQ I R ,an ° S NE2WO - m, -.. . 3 n s � `IF -lea Ct z _ S s migo - eaws 'a 3 W'I E 7�Pr0E (. :.NE1mNv Ni ae,aPi' �zrog SITE � 4' s m � 111 e mzrDPI SEIMM VICINITY MAP SITE ADDRESS: 210 DUVALL AVE SE RENTON, WA 98059 PARCEL No.: 152305 -9021 Rm368701 SURVEYOR'S NOTES: DATUM /BASIS OF BEARINGS HELD N 00'57'28' E ALONG THE WEST LINE OF THE NW 1/4, SEC. 15 -23 -5 BETWEEN CITY OF RENTON CONTROL POINT /S 478 & 1503 AS PUBLISHED IN CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS AND BENCHMARKS. HORIZONTAL DATUM: NAD 83/91 (CITY OF RENTON) ORIGINATING BENCHMARK: CITY OF RENTON BENCHMARK #478. FOUND BRASS TACK IN CONCRETE MONUMENT DOWN 0.75' IN CASE, AS PUBLISHED IN CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS AND BENCHMARKS. VERTICAL DATUM: NAVD '88 (CITY OF RENTON) ELEVATION: 391.01 TEMPORARY BENCHMARKS: 7BM 'A' SET COTTON SPINDLE 1' UP ON NORTH FACE POWER POLE AT �SW CORNER DRIVEWAY. ELEVATION: 391.02 7BM 'B' PUNCH IN 2' BRASS DISK IN eXe CONCRETE MONUMENT DOWN 0.45' IN CASE AT INTERSECTION OF DUVALL AVE NE AND SE 2ND ST. ELEVATION: 391.34 LEGAL DESCRIPTION THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 72 FEET OF THE WEST 120 FEET; AND EXCEPT THE NORTH 222 FEET OF THE SOUTH 242 FEET OF THE WEST 120 FEET; AND EXCEPT THE EAST 383 FEET; AND EXCEPT COUNTY ROAD. SCHEDULE B SPECIAL EXCEPTIONS EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE TITLE REPORT BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NO. 4265- 1628644, DATED SEPTEMBER 3, 2010, AT 7:30 A.M. 5 THIS PROPERTY SUBJECT TO RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY PER INSTRUMENT UNDER KING COUNTY RECORDING NO. 192422, REGARDING RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR MINING OPERATIONS AND THE RIGHT WATER MANHOLE 1 s m,DNC - \ \ - - - - - - REFEXRENCES DEVELOPING AND WORKING THE SAME E PURPOSE OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, +} IN8e2v Tav o MAIL BOX I ( `\ .<83Y - -_\ c A EI CDC.` ou •nC caP DS CONTAINING IsTreeeT; nevow 6 �_'D -'- -. _. __° ' - -__ (Pl) PLAT OF LAURELHURST RECORDED IN VOL 233 PAGES 48-52, RECORDS OF KING SIGN s .e aRFRw.cax o ~ --c COUNTY, WASHINGTON. SET BENCHMARK _ c�-- ._ w +3 sss I' t / PLAT OF KIMBER LANE RECORDED IN VOL 91 PAGE 13, RECORDS OF KING COUNTY, ® FOUND MONUMENT IN CASE .\ _- z6B Z- -}I— T-- - WASHINGTON. `.A NBfi 2Y 512 (A5 rr .. O FOUND REBAR AND CAP z2os z !i — C° 5J }11 / SE 2nd PL _ _tutu R' �— \o ` / a — ° ac �¢v \ \ C RECORD OF SURVEY BY JRE &ASSOCIATES RECORDED UNDER RECORDING N0. AS NOTED PIT. 3,6,ar �- ",m/ IC c 3evt \ \; / ° •ir DODD w aeu9a 39e 1+'1 / NG aR Ss 1 c v 1 SC. 7908169008, RECORDS OF KING COUNTY, WASHINGTON. '= \ —u. J90— n (OS ,012) O< /I —\ FOS /II CII CJ tE IE Iz' a r xw 3sa.03' m tl'�— - i — - - _ - -\ \ RECORDS OF SHORT PLAT RECORDED UNDER RECORDING N0. 20051014900004. \ &,,C T 4 \u4 E I F.. PUS cnsl. .)ycA a /-mz; RECORDS OF KING COUNTY, WASHINGTON. LOP Cl $DEEP $LPE CITY OF RENTON - RECORDED UNDER - - - — CITY OF RENTON LOT LINE ADJUSTMENT LUA 04-11 f N '-7 - - - - - - - - - — - RECORDING NO. 20041202900026, RECORDS OF KING COUNTY. WASHINGTON. \EZT Approved by: Date: \ IS +t ORO sI - 3s9.6v \ — — RECORD OF SURVEY BY CRONES AND ASSOCIATES RECORDED UNDER RECORDING NO. \ 9808269009 RECORDS OF KING COUNTY, WASHINGTON. Approved by: I Date: Q I Approved by: D Lf q_61�_ Approved bT` .. '% Date: 40511+ 91 PREFERRED AXIS m 1.��, Mi�'Ii0°nmm DA�y !'� �% CITY OF RENTON Planning /Building /Public Works Dept. DE 077 4 LOOT SHORT PLAT 2100 DUVALL AWE COMEG°3SHEET & EMSTWO FEATURES 10/19/2013 IMMM � sssIIIIsHBOOK CMLENGINEERING- PROJECTMGT- ADV.HMD ULICS 8957 DISTRICT UNE RD PH (360) 661 -6656 BURLINGTON, WA 98233 IMM I� MM■M DW� aMe TL R • ler as Mm '°""®"' NO. REVISION BY DATE APPR A-NNNNAP l`J C7 N 71 PC G ^ n O o f. � w n SCALE: 1"=20' D pn0 20 10 0 20 40 u a a � I L3 a. O a --.iI I 1 a TRY. A E =391 02 1 11 Yes Z . I I i I I Ij I J M ; 0' o 1 e °. I U t� 7� N 4 1 T' 0 30' I I I ,55358' I tiGy II I II I u IF II f / - GUND ," IRON Of PROP_ C(m N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. ,,ONCR E u` si n fiNr tMR o 2o,. i;CO D) ov N / LA' 9�CL=MGSI 0, 4 xU V` 0 1, �, ✓4 LINE. S , FOUND REPAIR AND CAP N00' 38' 01 70.1 1.87' _ -,- - _ _ _ N88' 29' 01 "W N£t8_Lt.>E' N= -._-: - _ 26.00 �� rYOT1 121 UTILITY TRACT _ 1531.96 SQ FT----- N88 X90 t'd. ILq \ LOT 2 or� i r G uJ� 8676.67 SQ FF Z 0.20 ORES 1' FOUNh /8' REBAR AND CAP I "cROnls 29537" AT PROP_ c ^. L =39.27 R=25.00 //"-A=90.00 � 1 A =90.00 59"1 ' � 21 WI 8.50 I so ACCESS & UTILI TRACT 1 7286 00 SQ FT �F-a - 38� "E PARCEL No.: 4219610460 R c` 7 4a ✓7T /TT//✓ V IN S32 °F I 1LCLLLJ% ,r'HA 24 "F '�f!�R L ^I�t> jt(4�219610470 i _ LOTS 47 3 YO 56 " "E 47.63 _ �� _ ST `-.1 0 PROP��COR. T T� 1a'n a> A LOT : 1 r 1 10348.57 SQ FT 0.24 ACRES i I ' I PARCEL No.: 1523059143 _ 45.50' _ - 8 29' 01 "IN - ' N88' 29' 01"W � 7�1 88.40 - - -- - -7 - - -- l NOO 01"E N 10. . � B -P N89' /+1'\59"W j i� 22 IT �,yP Y 8.50 / f I L= 39.Y�� w 1 R =25.00 o - 28'F A =90.00 o LOT : 3 8670.58 SQ FT b.. `" .� Ic; 0.20 ACRES Z \ M � l � o,.F PARCEL No.: 1523107 a 122.05 _ - - - - - N88' 29' 01"W - - - - - - 14.5' --{ 11.50" wl SDMH 393 (48 ") R; F - 387 i a' o I LOT 4 12' CYR v = 38448' �� h 8546.76 SQ FT ,z" c. = saasr 0.20 ACRES t 12" CON( S = 384.42' w O ° y zl i PARCEL No.: 1523059144 I L =5.53 R =25.00 DRAINAGE EASEMENT C3 #7347 ti A =12.67 4 = MG ./A, w - - - _ _ _ 122.15 E 12" CPP N = 381.83' N88' 29' 01'W - - - - E 12" CPR __ = 381.83' - c ND Rasa `:'N. L =33.35 - / cF PROP50s2' R =25.00 DRAINAGE -7/ RAE'T F `c REe A. AND r A =76.44 ,� 2210.04 SQ FT R'29'0'W _ - 97.60' 748.27 N89-29': 2605.31'(P1) "`- 2605.12'(VEAS) . 9 PREFERRED . Ax1; F� CEN0911WECEG 993, ILLC o CML ENGINEERING - PROJECT AIGT-ADY. HYDRAULICS �a d,NC 8957 DISTRICT DNE RD PH (360) 881 -8856 ea, BURLINGTON, WA 98233 TL NO. REVISION BY DATE APPR N^O°e PARCEL No.: 4219610480 i -I PARCEL No.: 3863500060 49 TOTAL ALL TRACTS = 11.028 SQ -FT ACCESS /UTILITY TRACT = 7,286.00 SQ -FT UTILITY TRACT = 1,531.96 SQ -FT DRAINAGE TRACT = 2,210.04 SQ -FT 1 PARCEL No.: 3863500070 s� ,n U b to p r 41 9 w PARCEL No.: 3863500080 m J N N f713��PL.�IY:k��I�I�I:A] a 2/ F UCD REBAR AND CAP CRONES 29587 0.1 E. OF RM Coz. no _ 1 • =20' '° tl�°' -' >. „ CITY OF DA777Y RENTON e[aot jmw=mat Planning /Building /Public Works Dept. r Ier x aoI aCt� MlO�.Y R- 368102 CITY OR RENTON Approved by: Date: Appmvedby: t" /t' Date:k. Approved by: Date: Approved by: Date: NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1- 800 - 424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILRIES BEFORE CONSTRUCTION BEGINS. DEMn7M 4 LOT SHORT PLAT 210 DUVALL AVE RENTON HORRONTAL CONTROL PLAN e D - `5 to�7R� PI . 1 10/19/2013 v ym o � ' N � O � O n 1 n SCALE: 1"=20' 0 20 10 O 20 40 u Q a W FOE" W IL O IL __jj 396 392 388 N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. a. s 7/2 /4.1 L 23 -5'-7 r :HRU CURB GRATE) 67' 387.10' OJT N. 30UND REBAR AND CAP I) +�5� CRONES 29587' - 0 1 N,xG,!'F OF PROP. COR- yr G " �32 F - f-- 29.E --- 89.5" TABLE 6.3.2.A RECOMMENDED PLANTS FOR WET BIOFILTRATIOIV SWALE Common Name Scientific Name Spacing (on center) Shortawn (oxtail Alopecurus aequafis seed Water foxlail Alopecurus gen/culatus seed Spike rush Eleochads spp. 4 inches Slough sedge' Carex obnupta 6 inches or seed Sawbeak sedge Carex stipata 6 inches Sedge Carex spp. 6 inches Western mannagrass Glycena occidentalis seed Velvetgrass Holcus mollis seed Slender rush Juncus tenuis 6 inches Watercress' Rorippa nasturtium- aquaticum 12 inches Water parsley' Oenanthe sarmentosa 6 inches Hardstem bulrush Scirpus acutus 6 inches Small- fruited bulrush Scirpus microcarpus 12 inches ' Good choices for swales with significant periods of flow, such as those downstream of a Level 2 or 3 detention facility. Note: Cattail (Typhe latifofia) is not appropriate for most wet swales because of its very dense and clumping growth habit which prevents water from filtering through the clump. R/W TRACT P/L PROJECT EARTHWORK VOLUMES CUT =760 CY +/- FILL =420 CY+ /— DRAINAGE TRACT SECTION SCALE: 1 " =5' i---- 12' 4" THICK COMPACTED 5/8" ANGULAR CLEAN GRAVEL — 12— INCH THICKNESS OF 4 " -8" QUARRY SPALLS (RE —USE TESC QUARRY SPALLS) GEOTEXTILE — SWALE ACCESS SCALE: NTS PREFERRED Fv CIn9Crs,�In7CCG�OU\7�, ddb CML ENGINEERING - PROJECT MGT -ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 NO. T � SHED TTT/TT� ZzLLL /L 3E COR. SHED 74'V! 216 DU NE COR \SHED 1.2'PJ.x21'S. AVEZSE Nov OCR. OO'S- OF It / FOUND 5/8" REBAR\AND CAP CRONES 2953]" AT IRROP. COR. (05 /2012) A 389.43' \ = 8a 23' \ 388.53' \ = 387.25 \tea \0 06' NE NOR. SHED 1.2W. W. SE COR. SHED 1.1'E. OF PROPERTY LINE V SHED LLLC� 394.0 -tQT 1 IFF 394.5 —GARAGE v GARRAGE I SLAB 394.0 394.0 2 --DRAINAGE TRACT IOSWALE ,ZETA' SHED N DISREPAIR '2.ir�1G "ln 5.8' — '24 3 17' 4 l 00 —.I 20, JJVAD_ • •�• 1 1 �s111�� i PIPE AVE SE. ' ICI ai — M I 1 4'HI MAX ROCKERY TYP Iw • IN 3 r f f • AP I AVEUTILITY TRACT N 384 97' PROJECT EARTHWORK VOLUMES CUT =760 CY +/- FILL =420 CY+ /— DRAINAGE TRACT SECTION SCALE: 1 " =5' i---- 12' 4" THICK COMPACTED 5/8" ANGULAR CLEAN GRAVEL — 12— INCH THICKNESS OF 4 " -8" QUARRY SPALLS (RE —USE TESC QUARRY SPALLS) GEOTEXTILE — SWALE ACCESS SCALE: NTS PREFERRED Fv CIn9Crs,�In7CCG�OU\7�, ddb CML ENGINEERING - PROJECT MGT -ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 NO. T � SHED TTT/TT� ZzLLL /L 3E COR. SHED 74'V! 216 DU NE COR \SHED 1.2'PJ.x21'S. AVEZSE Nov OCR. OO'S- OF It / FOUND 5/8" REBAR\AND CAP CRONES 2953]" AT IRROP. COR. (05 /2012) A 389.43' \ = 8a 23' \ 388.53' \ = 387.25 \tea \0 06' NE NOR. SHED 1.2W. W. SE COR. SHED 1.1'E. OF PROPERTY LINE V SHED LLLC� 394.0 -tQT 1 IFF 394.5 —GARAGE v GARRAGE I SLAB 394.0 394.0 --DRAINAGE TRACT IOSWALE ` - -- '2.ir�1G "ln 5.8' — —2.66'—t-4.1 0' 2.66 3 17' 4 l 00 —.I GARAGE • •�• 1 1 �s111�� BLDG PAD =392.5 ' ICI ai — M I 1 4'HI MAX ROCKERY TYP Iw PROJECT EARTHWORK VOLUMES CUT =760 CY +/- FILL =420 CY+ /— DRAINAGE TRACT SECTION SCALE: 1 " =5' i---- 12' 4" THICK COMPACTED 5/8" ANGULAR CLEAN GRAVEL — 12— INCH THICKNESS OF 4 " -8" QUARRY SPALLS (RE —USE TESC QUARRY SPALLS) GEOTEXTILE — SWALE ACCESS SCALE: NTS PREFERRED Fv CIn9Crs,�In7CCG�OU\7�, ddb CML ENGINEERING - PROJECT MGT -ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 NO. T � SHED TTT/TT� ZzLLL /L 3E COR. SHED 74'V! 216 DU NE COR \SHED 1.2'PJ.x21'S. AVEZSE Nov OCR. OO'S- OF It / FOUND 5/8" REBAR\AND CAP CRONES 2953]" AT IRROP. COR. (05 /2012) A 389.43' \ = 8a 23' \ 388.53' \ = 387.25 \tea \0 06' NE NOR. SHED 1.2W. W. SE COR. SHED 1.1'E. OF PROPERTY LINE V SHED LLLC� 394.0 -tQT 1 IFF 394.5 —GARAGE v GARRAGE I SLAB 394.0 394.0 �r v ^— / 411 �u 94 sf NOTE: DO NOT FILL OR STOCKPILE OVER FUTURE INFILTR. TRENCH AREA �"I /1111115 ®I • GARAGG SLAB ��� • • NOTE: •• NOT INFILTR. •' OD • • a UP co FUTURE TRENCH AREA STE DOV FA POISON /NN1 HOUSE F__ HIM A/BASEMENT ��.... Li FF4394.5 I-> NOTE: DO NOT FILL OR GARAGE I ,- STOCKPILE OVER x / n �IM 'T TRENCH AREA 147.6J ` - -- '2.ir�1G "ln NJ —PC c ,' I 0.1'.. I. � HF PRC C�. 4 l 00 —.I GARAGE • •�• 1 1 �s111�� ICI ai M I 1 �r v ^— / 411 �u 94 sf NOTE: DO NOT FILL OR STOCKPILE OVER FUTURE INFILTR. TRENCH AREA �"I /1111115 ®I • GARAGG SLAB ��� • • NOTE: •• NOT INFILTR. •' OD • • a UP co FUTURE TRENCH AREA STE DOV FA POISON /NN1 HOUSE F__ HIM A/BASEMENT ��.... Li FF4394.5 I-> NOTE: DO NOT FILL OR GARAGE I ,- STOCKPILE OVER x / n �IM 'T TRENCH AREA t •, H RACK) ENCLOSURE �� �W,�� ✓/a as ///���i•I —JOB III v.;'f'/ /.00ii.,. e — �/ � �i,,�� •, rgg, ro"r 159 DV/ 6CH-9 dam /e` ��� ® ��� �'r/ .� :'�•"/ trldYlr J''..r � a <'rl� ,�S R- 368103 394.0 CITY OF RENTON 392.0 Approved by: Date: Approved by: 'y"i Date: 2u( NOTE: DO NOT FILL OF STOCKPILE OVER Approved by: Date: FUTURE INFILTR. TRENCH AREA Approved by: Date: NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1- 800 - 424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. F FOJNNO REBAR AND CA. CRONES 29587" D.1'E. OF PROT OCR. z b U� 2'(4EAS) SE 2nd PL CULVERT I VERT PLANTINGS IN BIOSWALE PER f IS 12 CON 389.11' -' / E 2 ONC J. 388 90 TABLE IS TH SH E \ - ACK IN 77 _ — - -- _ E _ P 7 -- — — — \ I nll vraT .� CITY OF DDE-Mn 774 LOOTSHODRTPLAT 10 RB .11 t• =2o �" �4 RENTON 290 DMMALL AMC ADA2W 1 RENTOON Planning /Building /Public Works Dept r ror x •m REVISION BY DATE APPR '° s'0°°O'Y ORA09NOi PLAN s RB ct�) -- ]A-NNNf` r l I o y ' O H Q] p wa° O 7, W a lZ��� 4 l GARAGE • •�• 1 1 Iw • IN 3 r f f • AP I N 384 97' INC S 384.42' V VT / I / • • r r e VIA e.4� P BE 384,83' D86 59, G DETAIL) N NO `fill/ GARBAGE R- 368103 394.0 CITY OF RENTON 392.0 Approved by: Date: Approved by: 'y"i Date: 2u( NOTE: DO NOT FILL OF STOCKPILE OVER Approved by: Date: FUTURE INFILTR. TRENCH AREA Approved by: Date: NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1- 800 - 424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. F FOJNNO REBAR AND CA. CRONES 29587" D.1'E. OF PROT OCR. z b U� 2'(4EAS) SE 2nd PL CULVERT I VERT PLANTINGS IN BIOSWALE PER f IS 12 CON 389.11' -' / E 2 ONC J. 388 90 TABLE IS TH SH E \ - ACK IN 77 _ — - -- _ E _ P 7 -- — — — \ I nll vraT .� CITY OF DDE-Mn 774 LOOTSHODRTPLAT 10 RB .11 t• =2o �" �4 RENTON 290 DMMALL AMC ADA2W 1 RENTOON Planning /Building /Public Works Dept r ror x •m REVISION BY DATE APPR '° s'0°°O'Y ORA09NOi PLAN s RB ct�) -- ]A-NNNf` r l I o y ' O H Q] p wa° O 7, W a 0 SCALE: 1"=20' 20 10 0 20 40 I� NOTE 'SD' IS CPEP STORM DRAIN PIPE UNLESS OTHERWISE NOTED ON PLANS OR PROFILES. 3 PRIVATE ONSITE PIPE IS 6" PVC FROM ALL TRENCH DRAINS. PRIVATE ONSITE PIPE IS 6" PVC FROM ALL ROOF DRAINS. I� ALL GRAVEL TRENCH PIPE TO BE PERFORATED PER STD DTLS. rue w 0 a --n WEST ACCESS EAST R/W TCR/ALCT R/W 14.5' �- 11.5' 4.5' 10' --- -I-10' 1.5' 0° I I I I MAX - - - I - _ EXISTING GRADE MA _ t _ 2.00X I _ 2.00% 400 395 390 BEGIN 2.0% G 385 N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. 10 +00 10 +20 PVI STA. 10 +91.89 SE 2nd PL NORTH PVI ELEV: 390.96 R/W C/L R/W K: 10.00 I VC• Ar nn 12+59.17 NORTH P/L P/L LII E)Q PVI STA. 10+42.07 m d' r O m °' p, N m mm M m d.m 0 O mo m nm m m 0 U) min 0 I co N m �m m O nm m m a „1a 2.5' w no rn + 0 - LL C. v PVI ELEV: K: LVC: 388.47 7.14 50.00 n of o m n o n . ^ w + M rri 0 �i V v a + n rri cJ o M w �+ EXIST GRADE FG TRACT C/L 0.507L- rn 67LF F w z w - m _ m pj m LOW PT. 17.5 DRAT A 10 +31.3 TRENCH 0.50% 1OLF TRENCH DRAIN p °' _ °' _ N °' N N m N N m N m m _ Ot °' WATER- ------------------------------ _ N m O N N O m N N 0 °' N N O1 °' N N I W m M MM m M m M M,,, m MM m In m I,, MM) M V)1,, W Mn 0 M m N) M M MI,, M M N) M M MM TYP M n r7 ZADE _ ,OOX / 5.00 L e• - -- ---- - --- -- ---- -- -- -- -- -- -- - -- - -- - -- ---- -- - - ---- - - -- -- --' jiee•I J�O oie�e�0' - -- ----------------------------- ----- -------- - -------- -- ----- ------- - --- x �eieiei ::a -- a 0 --- ------- TT_ ---------- CB SEE PLAN VIEW AND DETAILI E 1L 8 "DI % CB2 TYP 1L 1 12" 8" REM SEE SEWE TYP PLAN RIM =389. IE =387.5 IE =387. 14LF FOR 00.5 Ot m n m 0 m m a m N m d' r O m °' p, N m mm M m d.m 0 O mo m nm m m 0 U) min 0 I co N m �m m O nm m m a „1a n mn m o") p m m n") �o M ma m n°' n m a m n rnm rn 67LF m a; m m m m m pj m m O) m m 0 m Oi O m p °' _ °' _ N °' N N m N N m N m m _ Ot °' _ _ m °' _ N m O N N O m N N 0 °' N N O1 °' N N I W m M MM m M m M M,,, m MM m In m I,, MM) M V)1,, W Mn 0 M m N) M M MI,, M M N) M M MM MM M n r7 9 +83.36 10 +00 10 +20 10 +40 10 +60 10 +80 11 +00 SITE GRADING. SEE GRADING PLAN, TYP SHRUBS/TREES VERTICAL CURB T I 4" COMPACTED DEPTH & GUTTER CLASS B ASPHALT CONIC (TYP) I I' / rn + i \\I I 3' COMPACTED DEPTH II c CRUSHED SURFACING TOP COURSE P 0 I GAS i ;9 3" COMPACTED DEPTH P OR 01 7 l i CRUSHED SURFACING BASE COURSE C I (I' �d I 1 NATIVE SOILS COMPACTED TO 95X MOD (D PTH /N) I N,� 56 F-1 "SD PRIVATE CBp4 TYPE 1L' ACCESS TRACT w/ sou0 u0 I RIM = 388.70 s +3_ 1 < 8 10 ' '� NITS I 1 I I ..r, r. IE (8" DI) 387.30 (NE) IE (8" SD) 387.30 (SW) ulIV 2ND PL PAVEMENT SECTION. SEE SE 2ND PL ROW IMPROVEMENTS PLAN it I�� I� ,, f SITE ROADWAY PAVEMENT SECTION. SEE DETAIL, THIS SHEET I I . m I d Ic F8" RISER W/ SOLID TOP PLATE (OR � ORIFICE PLATE) fELEV 387.60 l.1135'ORIF. W/ PLATE ELEV 387.10 RESTRICTOR STRUCTURE HIGH FLOW 3/4' STAINLESS STEEL BYPASS PLATE BOLTED & MUDDED TO DITCH TO TYPE 1L WALLS. (TOP ELEV. 388.2) TRENCH DRAIN INFLOW 4 TRENCH DRAIN INFLOW SEE RESTRICTOR TO WO FACILITY STRUCTURE ABOVE HIGH FLOW BYPASS CB #3 1 - 8i REMOt7E� IX.I SID ! FROM S�A 111 +41.5 TO STA 19 +Z5.8 I I ' . N I 11 n OI \ u m 50' m I I - 3'x5 1'DEEP p I I I / - ± OUARALL SPALLI 91 PREFERRED Fv EU\7aOG7C ERfixe, ddb CIWL ENGINEERING - PROJECT MGT.ADV. HYDRAULICS 8957 DISTRICT ONE RD PH (360) 661 -6656 BURLINGTON, WA 98233 j IE= 386.82 3'x5'x1'DEEP QUARRY SPALL OUTFALL - 17LF -8 "SD HIGH FLOW OUT RIM-389.95 IE= 389.45 11 +20 11 +40 11+60 11 +80 12 +00 12 +20 12 +40 12 +60 12 +80 Duvall w � �r PI SE PROFILE SCALE: HOR- 1 " =20' VERT- 1 "= 5' GH FLOW BYPASS W/ - DIRECTIONAL VANED GRATE 1 +31.36, C/L 3#3, TYPE 1 -L, RIM 388.8 (8-SD) 387.63, (SW) (8-DI) 387.60, (NE) 135" ORIF. EL 387.10 W/ PLATE E DETAIL Vmwf) 10W LEFT 11+09, 11.WRT MAILBOX COMBO 4 -CPU UNTL f CB#2, TYPE 1L -. _ 10 +42, WRT / b! 4 HI, MAX � I I ROCKERY 1 42LF � 1 6 "PVC IE o I INLET #2 W/ BF!VELE 3' END PIPE & DfBRI: II IE =386.10 h 1 \� IfC SO 6'M I I"FiVG „0 01 rQ tj I I 1 I O m d; N M 13 +00 13 +20i +29.30 L� RIM =391.9 /-- IE =391.4 72.01 ,p I� u BMP TYPE 5" w � �r 49LF "PVC ROOFS= INFILTRATION TRENCHES d 6 PVC � a 2 i RIM -;3$1 95 12 +59.17, E 45 END ACCESS 4 "PVC 0 DRIVEWAY = RAINGARDEN + INFILTRATION IIE=391.42 11.55 � .OS i1E =390*- `-4 "PVC ; 4 4 "PVC CA (2580 SF BLDG, 772 SF DWY, 500 S/W) CO F_ 6'M I I"FiVG „0 01 rQ tj I I 1 I O m d; N M 13 +00 13 +20i +29.30 L� RIM =391.9 /-- IE =391.4 72.01 ,p I� u BMP TYPE w � �r 1 ROOFS= INFILTRATION TRENCHES d (3780 SF BLDG, 874 SF DWY, 500 S/W) PVC � a 2 i RIM -;3$1 95 12 +59.17, E 45 END ACCESS s3PT DRIVEWAY = RAINGARDEN + INFILTRATION ROAD AT P/L F 11.55 � .OS i1E =390*- `-4 "PVC ; 4 4 "PVC 6'M I I"FiVG „0 01 rQ tj I I 1 I O m d; N M 13 +00 13 +20i +29.30 L� RIM =391.9 /-- IE =391.4 72.01 ,p I� u LOT NUMBER BMP TYPE DRIVEWAY= RAINGARDEN + INFILTRATION 1 ROOFS= INFILTRATION TRENCHES d (3780 SF BLDG, 874 SF DWY, 500 S/W) PVC DRIVEWAY = RAINGARDEN + INFILTRATION 2 ROOFS= INFILTRATION TRENCHES � 30' DRIVEWAY = RAINGARDEN + INFILTRATION 3 DWY SOLID LID (3180 SF BLDG, 777 SF DWI', 500 S/W) i1E =390*- `-4 "PVC ; 4 4 "PVC as (2580 SF BLDG, 772 SF DWY, 500 S/W) F_ 67LF 0 6 "PVC -1 " t. 0 LOT NUMBER BMP TYPE DRIVEWAY= RAINGARDEN + INFILTRATION 1 ROOFS= INFILTRATION TRENCHES d (3780 SF BLDG, 874 SF DWY, 500 S/W) PVC DRIVEWAY = RAINGARDEN + INFILTRATION 2 ROOFS= INFILTRATION TRENCHES (3180 SF BLDG, 780 SF DWY, 500 S/W) DRIVEWAY = RAINGARDEN + INFILTRATION 3 ROOFS= INFILTRATION TRENCHES SOLID LID (3180 SF BLDG, 777 SF DWI', 500 S/W) DRIVEWAY = RAINGARDEN + INFILTRATION 4 ROOFS= INFILTRATION MH'S as (2580 SF BLDG, 772 SF DWY, 500 S/W) NOTES: 1. INSTALL "NO PARKING' SIGNS ON DUVALL PL SE AS DIRECTED BY CITY OF RENTON TRAFFIC ENGINEER 2.THE PAVEMENT RESTORATION ON THE PUBLIC STREETS SHALL BE AS PER CITY STANDARDS. 3.SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE 'SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT FOR THE LOT. 4. LOT SD PIPE SHALL BE 6"PVC UNLESS SPECIFIED OTHERWISE. 5. THE LATEST ADOPTED CITY OF RENTON STD DETAILS WILL BE APPLICABLE ON THE CONSTRUCTION ELEMENTS. 6. PAVEMENT RESTORATION SHALL BE AS PER THE CITY OF RENTON TRENCH RESTORATION & STREET OVERLAY STDS , D SUBJECT TO FIELD MOD CATION P I THE CITY INSPECTOR. 7. DO NOj GRADE, LL OR COMPACT OVER THE INFITRA ON FAC AREAS RESERVED FOR FLOW CONTRO! BMP9 q H HOUSE. DR AY WIDTH CONNECTING TO DUVALL PL (16-FT v. C I '/Z' Is C -� RAINGARDEN y DIMENSIONS: LOT 2: 6'x16' 96SF / \ LOT 3: 8'x12' 96SF / LOT 4: 12'x 8' 96SF LEGEND: r � r � ©tom, \ / x? RAJNGARDEN " o u j \� BOTTOM w r .x SMALL OVERFLOW ... i GRASS SWALE . -0.25' DEPTH 01:1 SIDE SLOPE R=368704 1 \ CO NO. crry OF ON Approved by: Date: ZA / Approved by: IwA^-y /`'`1 Date: TT' 12-g' App-ved by: Date: Approved by: Date: m m m B T ELEV =390.0 n BOT ELEV =369.8 1.5' TOP GRAVE .0 inI� 6w IE =391A FROM BOT GRAVEL =388.0 C8f1� /TYPE 1 2- 8LF- 1 2 "SD: 3-54'INFlL MH'S TOP GRAVE] -389 TOP GRAVEL =389.6 P/L 3 -43LF TRENCHS NOTE: RIM = 391.15 UPPER 12"SD LEVEL 0388.5 07FT DEEP BOT GRAVEL =387.9 BOT GRAVEL =387.6 W/ PERF. PIPE. IE= 387.01 LOWER 12 "SD LEVEL 0381.94 RIM 392.0 3 -50LF TRENCHS 3 -50LF TRENCHES RAIN GARDEN 2FT WIDE x 2FT DEEP) - 1- UTILITIES ARE APPROXIMATE ONLY CALL 10LF -12'SD 00.70X (TYP BETWEEN MH'S), NO GW IE(IN) =388.9 W/ PERF PIPE BOT ELEV =390.01 ( EX. UTILITIES B 55 BEFORE DIGGING &POTHOLE UNKNOWN OPEN BOT., (2FT WIDE x 2FT DEEP) (2 PERF PIPE CONN TOGETHER L� p(, UTILITIES BEFORE CONSTRUCTION BEGINS. BIOSWALE INTAKE ENCOUNTERED AT 10 FEET DEEP ( (2FT WIDE x 2FT DEEP) W/ 6'SD, GIN DEPTH =8.5 tfsl IE= 386.96 PER GEOTECH REPORT. GRASS TOP) CONN TOGETHER W/ 6"SD CONN TOGETHER W/ 6 "SD FROM SURFACE i AMS ... 1• -20 °' �. CITY OF DDEM rrr 4 L07 SHORT PLAT .,..S" RENTON 2100 DDUVALLAVE RENTON J" af••w AZBV =MOM fr� Planning /Building /Public Works Dept STL r•w ar wM REVISION BY DATE APPIR sIL °'•"00°0" PAM M & DD RAWAGE _ SITE PLAN c� r A- 9/2013 l � N O d CB, TYPE 1 PVC __47PvC_/ C4 SOLID LID as 391.03 IV ►ee• e• t •ieieieii'■ jiee•I J�O oie�e�0' -�• ��� x �eieiei ::a a REM NO. crry OF ON Approved by: Date: ZA / Approved by: IwA^-y /`'`1 Date: TT' 12-g' App-ved by: Date: Approved by: Date: m m m B T ELEV =390.0 n BOT ELEV =369.8 1.5' TOP GRAVE .0 inI� 6w IE =391A FROM BOT GRAVEL =388.0 C8f1� /TYPE 1 2- 8LF- 1 2 "SD: 3-54'INFlL MH'S TOP GRAVE] -389 TOP GRAVEL =389.6 P/L 3 -43LF TRENCHS NOTE: RIM = 391.15 UPPER 12"SD LEVEL 0388.5 07FT DEEP BOT GRAVEL =387.9 BOT GRAVEL =387.6 W/ PERF. PIPE. IE= 387.01 LOWER 12 "SD LEVEL 0381.94 RIM 392.0 3 -50LF TRENCHS 3 -50LF TRENCHES RAIN GARDEN 2FT WIDE x 2FT DEEP) - 1- UTILITIES ARE APPROXIMATE ONLY CALL 10LF -12'SD 00.70X (TYP BETWEEN MH'S), NO GW IE(IN) =388.9 W/ PERF PIPE BOT ELEV =390.01 ( EX. UTILITIES B 55 BEFORE DIGGING &POTHOLE UNKNOWN OPEN BOT., (2FT WIDE x 2FT DEEP) (2 PERF PIPE CONN TOGETHER L� p(, UTILITIES BEFORE CONSTRUCTION BEGINS. BIOSWALE INTAKE ENCOUNTERED AT 10 FEET DEEP ( (2FT WIDE x 2FT DEEP) W/ 6'SD, GIN DEPTH =8.5 tfsl IE= 386.96 PER GEOTECH REPORT. GRASS TOP) CONN TOGETHER W/ 6"SD CONN TOGETHER W/ 6 "SD FROM SURFACE i AMS ... 1• -20 °' �. CITY OF DDEM rrr 4 L07 SHORT PLAT .,..S" RENTON 2100 DDUVALLAVE RENTON J" af••w AZBV =MOM fr� Planning /Building /Public Works Dept STL r•w ar wM REVISION BY DATE APPIR sIL °'•"00°0" PAM M & DD RAWAGE _ SITE PLAN c� r A- 9/2013 l � N O d � pH O n SCALE: 1"=20' W 20 to 0 20 40 U W J / LL Q a a W O W 0 c. MJ NORTH R/W 20' EXIST EDGE OF ASPHALT 5' 8' 4.25' WALK CURB & PLANTER I 2.00% 2.00% (TY ) i� i 4" COMPACTED DEPTH CON. SIDEWALK CLASS B ASPHALT CONIC VERTICAL CURB &GUTTER 2 1/2" COMPACTED DEPTH 1.75' CRUSHED SURFACING TOP COURSE 2.50' 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE NATIVE SOILS COMPACTED TO 95% MDD SE 2nd PL FRONTAGE IMPROVEMENT NTS SE 2nd PL R/W C/L (SECTION LINE) Wl sSEALANT N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. ALLEY, SIDEWALK & DRIVEWAY ENLARGEMENT DETAIL 1' =10' 400 395 390 385 380 11 +33.41 9+85.19 10 +00 EAST WEST TRACT P/L IL, 4 00 13E "i PIT- 4CIL I ns M ^^ M M M N PL M OFY01 PIN IOs - WATERLI%E EXIST SHALLOW rr co mM M JN'1tl E J - AND c °ASPHALT RAMP 0 AT_ IC 2 GPP R - 384F97 w A. END o _ M M M n n n n M � h M M M n w END OF aw GUARD RAIL 1\ SAWCUT on PcT '10? -- nn �y,IS, (95/ aeon RB Me•L a[ �Iw ai eot '0 `p0°O° f REVISION BY OS ,/9 APPR ST, EE I ARrP OW scNs 1953.58. EXISTING PIPE INTAKE 400 395 390 385 380 11 +33.41 9+85.19 10 +00 EAST WEST TRACT P/L IL, 4 00 13E "i PIT- 4CIL I ns M M ^^ M M M N PL M M N N M;; L EXIST SHALLOW F) co mM M -EAS7 IE= 39390.6± 0.6± - - - - AND c °ASPHALT RAMP Co IC 2 GPP R - 384F97 w DETAIL ABOVE) o _ M M M n n n n M M M M M n w END OF aw F_NCE SAWCUT on PcT '10? -- nn �y,IS, (95/ aeon RB Me•L a[ �Iw ai eot '0 `p0°O° f REVISION BY OS ,/9 APPR 1 ECONSTRUCT DITCH TO IL- EXISTING PIPE INTAKE s v A APPROXIMATE '- OUTFALL �w \LOCAPPIT TEST n /� o *1 11 GO 9 +76.7, 14.4'Rf RIM-3388.79' w -�-_T r 12' CPP N = 384 81 3'x5'x1'DEEP — I� IE 12" CPP SE = 384.8 QUARRY SPALL - IE =3868 ��b c..,- ��. E °." W - 380 >9 S CM1D VlDF. C Q4 /TRASH RACK) �Yv N LOSURE S 0. W OF P �. �! 'oj. �6' - . _ =S. - ++ - L_I')FVC - _ �Y 2y 1 � qr 11 ___ �D r -T CONC.,WALK. _- PLANTER— U m __ '. f► : -_... —ice —� �� ____ M M ^^ M M M N PL M M N N M;; L EXIST SHALLOW F) co mM M -EAS7 IE= 39390.6± 0.6± - - - - AND c °ASPHALT RAMP Co IC 2 GPP R - 384F97 w DETAIL ABOVE) o _ M M M n n n n M M M M M n w 9 +60 9 +80 10 +00 10 +20 10 +40 J 10 +60 10 +80 SE 2ND PL PROFILE SCALE: HOR- 1 " =20' vI 1•= 5' 11 +00 11 +20 11 +40 CI-3 1;.8 yt I i-- _ PRIVATE R RII 3ae�a1' - ��� ���-�� 'T�SAyy°�jR �� JC LIIU YL J cuwER- Ate, SIGN I1- 12" CCNc w _�3WCUT LJNE R ,°� �� - -`� IE 12" CONC E -,;89 .11' a A - IE :2" CFF 38M1J3 h I_ 1z cPP N)! 3a4.s:s _ �� �� BEGAT -�-- 2NDIQN. SEE 2ND -1 TYPE 1L. - - SECTION. SEE DETAIL - - - - -- - _ m 10 SUMP - _ 3a,� \ - - �- _ - - - _ - - -n O 0 -0 F 10 +06.8. UTTER .�UF �-WAT � Z THIS�HEE�.s _ - _ -- -- _- ATE - 11+ 1.5 C I �2'WIDE �D - TOP OF STEeP SI OPT /� r;[� _ _ - Inv a rJO u - SE 2ND PL ROW IMPROVEMENTS SCALE: 1'=20' -CONN PIPE TO EXIST SHALLOW DITCH TO EAST IE= 390.6± /. i ` LLOO`r e SC4H }71393 (48) SD J Date: L!A 7/T�' WT- 4 15LF -12 SD T 101 n A RIM - 87,14 _ °a °a CONN PIPE TO L EXIST SHALLOW IE 138448 " CNP ', - - -EAS7 IE= 39390.6± 0.6± - - - - AND c °ASPHALT RAMP ON's IC 2 GPP R - 384F97 w DETAIL ABOVE) o _ `6 V/ x� % O,a (E 17_ CONC S - 084.42' w __CURB, GUTTER_W_ALK 11 +53 . I CIVIL ENGINEERING- PROJECTMGT -ADV. MD ULICS 8957 DISTRICT ONE RD PH (360) 661 -6656 BURLINGTON, WA 98233 { // w END OF UUD TACK II F_NCE SAWCUT on PcT '10? -- nn �y,IS, (95/ aeon RB Me•L a[ �Iw ai eot '0 `p0°O° f REVISION BY OS ,/9 APPR 1 ECONSTRUCT DITCH TO IL- EXISTING PIPE INTAKE s v A APPROXIMATE '- OUTFALL �w \LOCAPPIT TEST n /� o *1 11 GO 9 +76.7, 14.4'Rf RIM-3388.79' w -�-_T r 12' CPP N = 384 81 3'x5'x1'DEEP — IE 12" CPP SE = 384.8 QUARRY SPALL - IE =3868 ��b c..,- ��. E °." W - 380 >9 S CM1D VlDF. C Q4 /TRASH RACK) �Yv N LOSURE S 0. W OF P �. �! 'oj. �6' - . _ =S. - ++ - L_I')FVC - _ �Y 2y 1 � qr 11 ___ �D r -T CONC.,WALK. _- PLANTER— U m CI-3 1;.8 yt I i-- _ PRIVATE R RII 3ae�a1' - ��� ���-�� 'T�SAyy°�jR �� JC LIIU YL J cuwER- Ate, SIGN I1- 12" CCNc w _�3WCUT LJNE R ,°� �� - -`� IE 12" CONC E -,;89 .11' a A - IE :2" CFF 38M1J3 h I_ 1z cPP N)! 3a4.s:s _ �� �� BEGAT -�-- 2NDIQN. SEE 2ND -1 TYPE 1L. - - SECTION. SEE DETAIL - - - - -- - _ m 10 SUMP - _ 3a,� \ - - �- _ - - - _ - - -n O 0 -0 F 10 +06.8. UTTER .�UF �-WAT � Z THIS�HEE�.s _ - _ -- -- _- ATE - 11+ 1.5 C I �2'WIDE �D - TOP OF STEeP SI OPT /� r;[� _ _ - Inv a rJO u - SE 2ND PL ROW IMPROVEMENTS SCALE: 1'=20' -CONN PIPE TO EXIST SHALLOW DITCH TO EAST IE= 390.6± /. i ` LLOO`r e Ln EAST ASPHALT RAMP DETAIL 1 "=10' 92 K 5A r 2956- J Date: L!A 7/T�' `•' 15LF -12 SD ' 024% _ °a °a CONN PIPE TO " 9 EXIST SHALLOW LOW ELEV TO CITY OF � RENTON Planning /Building /Public Works Dept. -EAS7 IE= 39390.6± 0.6± - - - FOU REaAR AND c °ASPHALT RAMP ON's z95s�" .,.rE- TO EXIST (SEE > CP DETAIL ABOVE) o _ 11+33.63, END __CURB, GUTTER_W_ALK 11 +53 . I CIVIL ENGINEERING- PROJECTMGT -ADV. MD ULICS 8957 DISTRICT ONE RD PH (360) 661 -6656 BURLINGTON, WA 98233 l r� \\ FROM END OF UUD TACK II 8"YT SAWCUT on PcT '10? -- nn �y,IS, (95/ Ln EAST ASPHALT RAMP DETAIL 1 "=10' 92 K 5A r 11+53 I' I NOTES: 1.THE PAVEMENT RESTORATION ON THE PUBLIC STREETS SHALL BE AS PER CITY STANDARDS. R- 368105 C OF ON Approvedb : 2956- J Date: L!A 7/T�' ihUP. Date: 11+53 I' I NOTES: 1.THE PAVEMENT RESTORATION ON THE PUBLIC STREETS SHALL BE AS PER CITY STANDARDS. R- 368105 C OF ON Approvedb : Date: Approved by: �'^^ "!�••{ Date: L!A 7/T�' Approved by: Date: Approved by: Date: NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1 -800 -424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. y o PREFERRED LLC d � ' _ °a °a O " 9 AX15 ,,, '�°„�«, �_� Ar" =mcl CITY OF � RENTON Planning /Building /Public Works Dept. DD EWrrr 4 LOOT SHORT PLASH �� RENT LAe� °r�(i E��ON PAMVV�(� A DRAMAGE - FRONTAGE PLAN ®� CIVIL ENGINEERING- PROJECTMGT -ADV. MD ULICS 8957 DISTRICT ONE RD PH (360) 661 -6656 BURLINGTON, WA 98233 a.. JJK _ aeon RB Me•L a[ �Iw ai eot '0 `p0°O° NO. REVISION BY DATE APPR Mr�a� y o d � ' _ °a °a O " 9 n N.W. 1 4, (DEC. 15 TWP. 23N., RGE. 5E., W.M. SCALE: 1 ° =20' = x4' Nc F mouuvENr Dowu ti \ (05/70112) f �RJB�ER PLi ROL SI > _ I N CA P0ND I CB �'81� A LB`d I / - -_ -J 1 R 11 392.59' \ i rE 2nd St IE a ,C - 38927 IN s. A 20 10 0 20 40 _ _ _ s oy, r Nu _ 9 -- \ 5 l IC 2 - 3888..' lu E. \_- �~ I r< rp4tA,R . ll I. V y \ VT: - --_OIJ IB Ii Y. [i5' %CK X4 °.. Q, k \ 'C 2 388.80" D1.T S \ STO:- s R s-aT -s ss- - - -'- �S = PnRk�Pl rvr _�+ �.,' ; ... 1.l)lr' r IX-_ l� r \\ 0 GAS �n1�1iT 154 j plli / yi ,/ ARCS S 1.IIEI �' N `i n- ,� 48452 _milA �)_o ���' i C� sw ceR. CONCRETE BLOCK o I - ' - > r N: R =BAR AT W CDR. BFNC IS r 0.85 OF T-P SEWER \ £1!s" ^W 1 P. z'N, op I FOUNC RE enR .lnD cAP\ con R: T: BLOCK VIA L CLEARING_ T L= r CORE 3/55; ON Z IS 05 N. of R �. n1 v.•. ^�,r RIc)✓'�M -- LIMITS [�l)`,�6 L N. lu s 1 /z f U / 1 ti; a 4 22 ON L�O� 4?/ \ - -x . ^, 15 394 I Q \ w.# :,' ,RU CURB GPAT E COP FNC B a+Ta Ns sxc:'rv. _ 25'55 1� tz.E . 3 �c 1} .. ___ - -- / ' I 147 0 II 1 I i R 39...6 OF COP. COR 1 12'A'. FOUND 51 CLFNC IS 1A'E. 9 � • a x IT 1 ; ,a' CPP - :,b;.1 c' OUT N- FOUND PEBAF AND CAP j I -;.� + -- of �FOP%cOR j Cr PROP. CORE I'• �� S4ET11 i1 �si�tV I 7rri7rr - "�' _f �..' �� °CRONE 29587 LL = N xo.re. OF PRO cev /= y 12 rrl 39 z' U V n r S �_ \c, `3) r r `'n 7 14 111 1 °i IEII A..DNG r_ ) J �_ 1 LvERr + m I 1z" CON: S = 388.5/' `x - �� NO ACCESS VIA THE EXISTING p /L= / z 1;^ I s END cLFNC CL SITE ACCESS ON DUVALL AVE �J CLEARING LIMITS III ' SE DURING CONSTRUCTION AL s -EO �\,` -_ r/ „� 1 S. a 1 E. OF r�. v In OISRt PAIR - -` I `7, `l 2, F �;, .�..IJ ,;)' r P /L= i •a I TI sE Et/" 2c4 ;vAICLEARING LIMITS I ''v"^1� TOPSOIL STOCKPILE / j ' -N 1D W: LNC k \D 1 IRON PI:FF Av_ S- ^ LOCATION W/ / Is 1 . E. 01 2. - (WATER N € T 1.3 s x0 VII -- PLASTIC COVERING / �9 PRO CORE INSTALLA N) - ! Ma 8 DaL / !_./ /t/11[ _ __ __. - ....__ Sb"ING GA -L Nc - x- .___x__x_x � I 3 io= �- �N&£32i`56 "Ni-"- l i i GRAVEL Ms ' NRAVc_ 7'l 'I �I -Nb STREET ACCESS SC., FEN CORE Is _ / g.,'� I `" -DURING CONSTRUCTION o 7w. OF PRO, Coa_ __. -- - +'o x 1 U1 4 V \['FNC� r /` ' D NO0 of \ �J 1 ^...: -._ CnrF VrDFNC (( �,. _KF �, f'0 Cv ^R... i0, IS i\ U�If \ £` 8:�1 'n T 1/, `� �iir CROSSES 1'- Yi�i�l 1z.a 1 cRbssES R c<'v;. I \\ M.i 3oq \ x 14"F 2 I " Y W i ` I( r6 zTV r ..'s --- % 0ri °ROPE cop, - - \ Z I �I E I \I 0�'O'Ca Oa l / 3E Coo SHED 4'4 r l I \ 1 S Ga\ GIAr_i D,� 0) ; m I i' rc '� Aw - N... coR \A;r.. ; cs R -- .. 1 1� me R 1 oA A J o. z'_ / CROSS�s i / u FOUND 8 R_BAR\AND CAP \ / I �Cg o /\ r - I . xOES 29537" AT Rom. CO R. + _ j A I 7 }.B CB 17100 (00 /2012.) 1� R& <89,53' \ N C I O 1 v 0 IF Fr x e = 388.43 V 0,1 ^�/ + " i BFNC . 1 ® l 1 IE c ONC N 588.23' \ M I )B -,- -A ah' CROSSES R IE CONN S - 388.53' / , . 5- Ito II In \\ \\ I !/ uP 1 \'^_'\ CONCRETE V' ^0x7 CliT VERT �' 1 / rte' STEPS I I 1 \ \ / PO CS os Dow> 12" COLO N - 38725' \�� ✓ ( 11 5- x £ i % �0 ( 26.5' OOD I s�eAT_T �� 20 �- - -- FNC ;N DISR�FA,R / ao° Dv:r 3C' I t 2' CCNC s - J86 68' } / 24E I 1��. FF�`� 1 r u s j B °vc Is o %%% y / I✓ I 0.5 W.OFR „II 'A�r_ D:,- I� / Y 1 STORE vooc�v i f ,... woFwc NITS. s f-1a'P I✓ FRAME HOUSE -- 61.5' 0.6'E. OF R i W /BASE TEN 3.9' ,.uLVERT wDFnc 'Wzz,_ ,8:.P1 TE 12' CON-_ N = 386.37' P I '� :° 0^ BFNC c[r- uv _P// � L CROSSES 2 SILT FENCE w a / 1 FENCE I U_ \ i 12" _, DI s= 3as.o6' CLEARING LIMITS V I w T l i I 20 "F ' N I- NEC P. SHED 1,2'W, I 1 a z w SE CDR_ SHED 111'L - I/� 22- V �: / OF PROPERTY LINE //� � T : I o� /I �'o � 5v vv � a' ✓ � �� sw coP 9r E N J �TT' WDFNC INTO. �' ^' J is 0.5'_ OF R IS ON F O \ til A Ir\ \\ CLEARING LIMITS >I I -- T A� KIM 'rfT3Yl (48 30 9 VA d 387 r 12' Cllr' V 384.48' I I ,! 12' OF M1 384.97' Y o RED-ON N i / oA r_ 1a' coN� - 384.42 -� o o ,^T� 20'x100' +'�� �o WA E3_Ir �, / CONSTRUCTION \ I_N BL -0 II / ENTRANCE PENCE ON GROUND I \ LOCATE I` - -I z ° /� SEE ROS 119808269009 E\ N. _ND j I 1 •1 _ -\ \\ SEDIMENT TRAP \ II OUTLEG SEE CET' / P, I v PLAN ZZ��1.00 1 RIM 386 V9' ,y V I - I 1 / 12 �< N 384.83' ROCK < Ie 2 "? SE 384,83' CHECK STRAW o v 2 zo =T.GH 1 ! \ CULVERT DAM BALES ° 'ow . I.. R AND d P \ iv �� M1 86 9 _ S 'N` p,o \TC 587" 0.` \ Gl.n4J 2At_ AV ° - < GARBAGE OF OR. _ "V � F2ASH RACK) J:E4 LOSURE S 0./ f' . 7 ° - I A ^I 6 N rN_C _ I iA \ o 0 I FOUND REBAR AND CA P RNES 295 67 0.1'E OF PROP. CDR. STREET/ARRCi _ g SONS FRONTAGE ---IMPROVEMEN TS 0 CLEARING LIMITS S eat IiiiiiiiiiiiY faYL Erosion Control Notes 1. These notes shall appear for all projects - site improvements, surface water utility, wastewater utility, water utility, and transportation plans: 2. Before any construction or development activity occurs, a pre- construction meeting must be held with the City of Renton, public works design engineer. 3. The Boundaries of the clearing limits and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged by survey tape or fencing in the field prior to construction in accordance with Appendix D of the Surface Water Design Manual and observed during construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant /ESC supervisor for the duration of construction. 4. Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as constructed wheel wash systems or wash pads, may be required to ensure that all paved areas are kept clean and track out to road right of way does not occur for the duration of the project. 5. All required sedimentation /erosion control facilities must 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 erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and /or construction is complete and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosion /sedimentation control systems shall be the responsibility of the permitee. 6. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the obligation and responsibility of the permitee to course of construction, it shall be the p y p address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 7. Approval of this plan is for erosion /sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictions, channels, or retention facilities. 8. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1st trough March 30th) or seven days during the dry season (April 1st tough September 30) shall be immediately stabilized with the approved ESC cover methods (e.g., seeding, mulching, plastic covering, etc.). 9. Wet season seasonal erosion and sediment control requirements apply to all construction sites clearing between October 1 and March 30 inclusive, unless otherwise approved by the City through an adjustment process. 10. Cover measures will be applied in conformance with Appendix D of the Surface Water Design Manual. 11. Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7) days. 12. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within 24 hours following a storm event. 13. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 14. During the time period of October 1st through March 30th, all project distributed soil areas greater, that are to be left un- worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 15. Any permanent retention /detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration system, the temporary facility must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review. 17. Provide approved dust control measures. 18. Provide vehicle wheel wash area at the discretion of the TESC supervisor. 19. Erosion Control measures shall be updated in the field as necessary. (NOTE: EROSION CONTROL MEASURES SHALL BE SUBJECT TO FIELD MODIFICATION BY THE CITY INSPECTOR AS NEEDED. ) R- 368106 CITY OF RE ON yy Approved by: Date: d� Appmved by: Al p , e - Dice: / % Approved by: Date: Appmved by: Date: NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1- 800 -424 -5555 BEFORE DIGGING dr POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. IT 4 LOT SHORT PLAT 11/oa/2c r a�oar r �oa�o dd� 1• -20' AL CITY O F e e I.® SIL a 2100 DD MMQLL AVE BOC �9HB74 Cl ENGINEERING- PROJECTMGT.ADV. HYDRAULICS DATUM RENTON DDRAM%n NIG CODE "` PAG 8957 DISTRICT LINE RD PH (360) 661 -6656 am Arno iaaZ� Planning /Building /Public Works Dept. �o D 70NAL _ BURLINGTON, WA 98233 SIL ■le w" o o e NO. REVISION BY DATE APPR r^ � f04`"0°°O�" C�oV���G3NJC��ooUvl G6�O�o0�l %9UN IJ G�O� p�Ga�l *T aF C Q (2, A -NNNNA N O o � >� = y AM I I dB9.mm D DFIIN I NO. REVISION BY DATE APPR r^ � f04`"0°°O�" C�oV���G3NJC��ooUvl G6�O�o0�l %9UN IJ G�O� p�Ga�l *T aF C Q (2, A -NNNNA N O o � >� = y 1l l n SCALE: 1"=30' (�} 30 13 0 30 80 Q a W w W5 0 C Cie PROPOSED FEATURES LEGEND OSAYE TREE X REMOVE TREE EXISTING FEATURES LEGEND N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. la caP a 9. NL / o us. 02/2012) 'A I? CPP 6 �/ N s i - 12 CPP a6 a2 OUr i _ Fu c1 ha0 2 1�. `s ( � Avh i / SS n {x201 FIE IE c P 0se s3' oD n i J9 0 a 4 cv 3a o9 TIT I (IFIIZII C AM19) 1 149 ACIII a N o / v /w'ASHER LN#111I1OII1S I / Y cr L C / a s 0 v 9 o r gg�� sos Enr o Ai bRS R u GROUND /�YJJ e N cA (os�YS z) eo P (/' 1 e 813 s v Yr 6 I )a (� E 2nd Sti i s � J 9EY ( 2 CPi 83e9 N' \ - -��\ ry La LLIINR PD c.l S /2' r 6 c \ z' c as eo ,rr w \ U �_ vean mx < � \ C% 'A ecC c3� I ` d L"r. 2C 10) 01y V . v IF HERE A \/60 09 C \ 6'R 3 C D Rfa f sw coR N YC s / �. A H EI R D 1011" S aR _ 39J. iRIIOGIL 45 0 `O �22'C /13rCl,.l 0 vq'IC� 2 3�4 \ ] / SL OJ R9'N 0:1( fiP L I TI xl / AI t, �� A r y c _i V 1 9 I / c6 i6 .a (. Il - c s 1 In z - 4] 6 ocrvD r POST\ a, c Is a E. — .- z c P 6>_0 oer n- 1i �. o= noP- ma. .�L r ru an vP cz 1 + e_� e PReP coe 1 i of firs o s y 112 u III . I a' Eac+c`c "s R 12 15 -17 I _ r- 29.2 U ELi cow / m / 5 =3xao ��..� nn IF 9 tt,NC 1 1 �f 25., 1 yy 15 2 -DE =. In DIS+Ea,.a m l za E ate V APaaaxn I to l 10 14 s Loc ES Ar o>r res- ill D vOLYPO ISO Av_ s �� s : rE. . R. 13,6' oar. I, I CORE �� 31 Lrs �U W n E cE CR. 15 392, G2AV_L C \YY 5S' 6P ti IYYi I NOY GR OM1Y 021 0 CP cOR. —� 7 1 i'' -or 82 to r m[`Ti ImFrvc -10'nr- ��� c rc �Ico vmrn Is 1 $ ALL ten o F , EL 39 L !r• M1 /T J 1 yap 51. Uu1 �. e I - ��i Lrr✓ / J R. Sscs al to 2e' I C. R a41v f \\ `\ 394 IL \ o° n ¢E ea s'e9 w - ( C. Pa(]' -cc- I 'I `3. cnrE/F'. —_— —_1 I L� ty+q�l -y✓ LLV].Q NE COaA "KID 2 <nls �1 /�wJ 'cI Aoi / r [ PJT N V 5° E OCR JCS. OG F / 'CRONES 29537 AT MO, CC R. ((J )111, IF as 3 \ a/ r p Li i �..1 E IE E e 3 A A �� ! P c 1 E J C F N 3 a2 V t/ I i o3 A \ Ir 11 I1'C s 3 a s3 \ ✓aox;u+ ( I i i '0"4" I '�" i r 7 V �t`` -�JJ V co 1-cN rE / r" v' ;�-1A OI IE IL r + Ic J RC a OLO N .,6r Jo : o r oD o r c I IDRIc N II1TI1x 1 i II 2L5 Pm .51 (JA j LP �I4NA. 2DM` _ s = 366 ex'.... vCrvc wrx. IS 1� 4A�eilo'..c PCxcH �^ smc is 30 20 cu YE ♦ \ \ /a / Ixc -vLO V 1 \ ( Ofic W R.. 1 1V /BPS.LCVr 39' —6 1 v_ CPLrm w3rNC ✓ 2x -v el� °, // -� V IF 17. coxc N 116.3Y coos$ -s ? 1 A 5 p� ✓ / y e c CIO, 1 _ o ze'E i I A) � 11 11T` Pdw v I 11 /1 II i/ t o (I i j ai �TPN:9523059T l= 0 ✓I v E CC R, SPED l 2 v A n= a n sa yr U 109 4 ACRES o END =�E Y LI+E \ � \ ie C. sc r:rx. y \ Is os E cf t_! _ Is 14 Cl _a r L A 41 A 3daVI \ RIV 3871 (6 ) 'i A RE1 l 11" . V I A 5 90 AA E 12' c 3oa a AV I y 6 AV 1 J/� IE 2 -c M4997 O' WA7FEI NE c 12- CID:; 2 vv EEN-CE 0Y CIOUV f - -- / \\ s eos r9eaeze9ao9 (I �LV O r10 1 V g'IpxT _A / \!C TTCN IESi I 1 1.1 1. v Pr 1 2r -3a6 A v T z' P e.e- �) _ 1 -L - A a Rr PCJ 3 SERA A,D AV a ,S ]. ErIC WOS'<C C2QVE5 29.. - Ox ICUA +aiL �\ ''+BCE soTw -o. E' cE -RO.ccR ^=el .5\ `F +y — - - -- - - - - - -- _os�— —__� 3 rJ J - \ cgwo RES FED CA= y ms R t y Es as ar o.l'E. Isa Er/ a,' v.. < 6 Y - _ o '_- vw. cc,. 9 _ _ 19 1 2GD 31 (P .l 3Es 1 ���\ � ^� - SE 2nd �� do05 2�( Rf \V� // 4UI2- COIL 11 3aa.9a LNR rE r2 ALL n 3a.n �E(CECIF1e =�.. ACK IN LE rW OF SLEEP SLOPE 71, CD \ O --- ILL .GP \ ., - -- —/ - IF IT COkC 55 = 309.65' TREE RETENTION NOTES Total Number of Trees (over IS"): Total Number of Trees (Excluded): Remaining Number of Trees: Rate for Retention (R -4): Required Trees to Retain: Proposed Tres to be Retained: do PG5'CslrCsG5'RED _ CG7CNOG9CCG50G9C�Si,ddC� �o 1•.20• 1O'`'pO'O+'0�' ;; CITY OF CML ENGINEERING - PROJECT MGT-ADV. HYDRAULICS a.. DATUAf R E N TO N 8957 DISTRICT LINE RD PH (360) 661 -6656 eem.JJN Jvnua�V==M Planning /Building /Public Works Dept. BURLINGTON, WA 98233 STL ww w" NO. REVISION BY DATE APPR I °'"°°..., °i � 19 9 (within private access tracts /easements) 10 0.3 3 3 R- 368701 2 "F RR Approved by: '2 Ha HAWTHORNE Approved by: '',.2 F PINE Approved by: 12'M MAPLE - CONCRETE PAVING ASPHALT PAVING BUILDINGS / �l1 <LGCL �1i ' GRAVEL SURFACE ____D— DITCH LINE - - -OP OVERHEAD POWER LINE ---- OT- - - -OT— OVERHEAD TELECOMMUNICATIONS LINE P POWER LINE — 01­ OVERHEAD POWER AND TELECOMMUNICATIONS WATER LINE A: GAS LINE - -xxxx CHAIN LINK FENCE LINE WOOD FENCE LINE e POWER METER © POWER VAULT STREET LIGHT E0 SIGNAL VAULT e CABLE TV RISER o TELECOMMUNICATIONS RISER E— GUY ANCHOR _& POWER POLE W/ TRANSFORMER 4 POWER POLE W/UNDERGROUND CONDUIT -61- POWER POLE W/ TRANSFORMER & UNDERGROUND CONDUIT 4 UTILITY POLE 0 SANITARY SEWER MANHOLE ❑ CATCH BASIN QQ STORM DRAIN MANHOLE < CULVERT J; FIRE HYDRANT ® WATER METER WATER VALVE Q WATER MANHOLE o MAIL BOX n SIGN SET BENCHMARK ® FOUND MONUMENT IN CASE 0 FOUND REBAR AND CAP AS NOTED N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. la caP a 9. NL / o us. 02/2012) 'A I? CPP 6 �/ N s i - 12 CPP a6 a2 OUr i _ Fu c1 ha0 2 1�. `s ( � Avh i / SS n {x201 FIE IE c P 0se s3' oD n i J9 0 a 4 cv 3a o9 TIT I (IFIIZII C AM19) 1 149 ACIII a N o / v /w'ASHER LN#111I1OII1S I / Y cr L C / a s 0 v 9 o r gg�� sos Enr o Ai bRS R u GROUND /�YJJ e N cA (os�YS z) eo P (/' 1 e 813 s v Yr 6 I )a (� E 2nd Sti i s � J 9EY ( 2 CPi 83e9 N' \ - -��\ ry La LLIINR PD c.l S /2' r 6 c \ z' c as eo ,rr w \ U �_ vean mx < � \ C% 'A ecC c3� I ` d L"r. 2C 10) 01y V . v IF HERE A \/60 09 C \ 6'R 3 C D Rfa f sw coR N YC s / �. A H EI R D 1011" S aR _ 39J. iRIIOGIL 45 0 `O �22'C /13rCl,.l 0 vq'IC� 2 3�4 \ ] / SL OJ R9'N 0:1( fiP L I TI xl / AI t, �� A r y c _i V 1 9 I / c6 i6 .a (. Il - c s 1 In z - 4] 6 ocrvD r POST\ a, c Is a E. — .- z c P 6>_0 oer n- 1i �. o= noP- ma. .�L r ru an vP cz 1 + e_� e PReP coe 1 i of firs o s y 112 u III . I a' Eac+c`c "s R 12 15 -17 I _ r- 29.2 U ELi cow / m / 5 =3xao ��..� nn IF 9 tt,NC 1 1 �f 25., 1 yy 15 2 -DE =. In DIS+Ea,.a m l za E ate V APaaaxn I to l 10 14 s Loc ES Ar o>r res- ill D vOLYPO ISO Av_ s �� s : rE. . R. 13,6' oar. I, I CORE �� 31 Lrs �U W n E cE CR. 15 392, G2AV_L C \YY 5S' 6P ti IYYi I NOY GR OM1Y 021 0 CP cOR. —� 7 1 i'' -or 82 to r m[`Ti ImFrvc -10'nr- ��� c rc �Ico vmrn Is 1 $ ALL ten o F , EL 39 L !r• M1 /T J 1 yap 51. Uu1 �. e I - ��i Lrr✓ / J R. Sscs al to 2e' I C. R a41v f \\ `\ 394 IL \ o° n ¢E ea s'e9 w - ( C. Pa(]' -cc- I 'I `3. cnrE/F'. —_— —_1 I L� ty+q�l -y✓ LLV].Q NE COaA "KID 2 <nls �1 /�wJ 'cI Aoi / r [ PJT N V 5° E OCR JCS. OG F / 'CRONES 29537 AT MO, CC R. ((J )111, IF as 3 \ a/ r p Li i �..1 E IE E e 3 A A �� ! P c 1 E J C F N 3 a2 V t/ I i o3 A \ Ir 11 I1'C s 3 a s3 \ ✓aox;u+ ( I i i '0"4" I '�" i r 7 V �t`` -�JJ V co 1-cN rE / r" v' ;�-1A OI IE IL r + Ic J RC a OLO N .,6r Jo : o r oD o r c I IDRIc N II1TI1x 1 i II 2L5 Pm .51 (JA j LP �I4NA. 2DM` _ s = 366 ex'.... vCrvc wrx. IS 1� 4A�eilo'..c PCxcH �^ smc is 30 20 cu YE ♦ \ \ /a / Ixc -vLO V 1 \ ( Ofic W R.. 1 1V /BPS.LCVr 39' —6 1 v_ CPLrm w3rNC ✓ 2x -v el� °, // -� V IF 17. coxc N 116.3Y coos$ -s ? 1 A 5 p� ✓ / y e c CIO, 1 _ o ze'E i I A) � 11 11T` Pdw v I 11 /1 II i/ t o (I i j ai �TPN:9523059T l= 0 ✓I v E CC R, SPED l 2 v A n= a n sa yr U 109 4 ACRES o END =�E Y LI+E \ � \ ie C. sc r:rx. y \ Is os E cf t_! _ Is 14 Cl _a r L A 41 A 3daVI \ RIV 3871 (6 ) 'i A RE1 l 11" . V I A 5 90 AA E 12' c 3oa a AV I y 6 AV 1 J/� IE 2 -c M4997 O' WA7FEI NE c 12- CID:; 2 vv EEN-CE 0Y CIOUV f - -- / \\ s eos r9eaeze9ao9 (I �LV O r10 1 V g'IpxT _A / \!C TTCN IESi I 1 1.1 1. v Pr 1 2r -3a6 A v T z' P e.e- �) _ 1 -L - A a Rr PCJ 3 SERA A,D AV a ,S ]. ErIC WOS'<C C2QVE5 29.. - Ox ICUA +aiL �\ ''+BCE soTw -o. E' cE -RO.ccR ^=el .5\ `F +y — - - -- - - - - - -- _os�— —__� 3 rJ J - \ cgwo RES FED CA= y ms R t y Es as ar o.l'E. Isa Er/ a,' v.. < 6 Y - _ o '_- vw. cc,. 9 _ _ 19 1 2GD 31 (P .l 3Es 1 ���\ � ^� - SE 2nd �� do05 2�( Rf \V� // 4UI2- COIL 11 3aa.9a LNR rE r2 ALL n 3a.n �E(CECIF1e =�.. ACK IN LE rW OF SLEEP SLOPE 71, CD \ O --- ILL .GP \ ., - -- —/ - IF IT COkC 55 = 309.65' TREE RETENTION NOTES Total Number of Trees (over IS"): Total Number of Trees (Excluded): Remaining Number of Trees: Rate for Retention (R -4): Required Trees to Retain: Proposed Tres to be Retained: do PG5'CslrCsG5'RED _ CG7CNOG9CCG50G9C�Si,ddC� �o 1•.20• 1O'`'pO'O+'0�' ;; CITY OF CML ENGINEERING - PROJECT MGT-ADV. HYDRAULICS a.. DATUAf R E N TO N 8957 DISTRICT LINE RD PH (360) 661 -6656 eem.JJN Jvnua�V==M Planning /Building /Public Works Dept. BURLINGTON, WA 98233 STL ww w" NO. REVISION BY DATE APPR I °'"°°..., °i � 19 9 (within private access tracts /easements) 10 0.3 3 3 R- 368701 EX. UTILITIES ARE APPROXIMATE ONLY CALL 811 BEFORE DIGGING do POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. DEM ITT 4 LOT SHORT PLAT F10/24*120' 3 210 DMMALL AML BOOK DG�AM%n 0�1(�a C�ODC PAGE ° DWC (TREE RETENTIOINI�AAIN -L;: >$ C 1� I r- _�GE)07 d y m L—I C7 va � � O o� O CITY OF REWON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: EX. UTILITIES ARE APPROXIMATE ONLY CALL 811 BEFORE DIGGING do POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. DEM ITT 4 LOT SHORT PLAT F10/24*120' 3 210 DMMALL AML BOOK DG�AM%n 0�1(�a C�ODC PAGE ° DWC (TREE RETENTIOINI�AAIN -L;: >$ C 1� I r- _�GE)07 d y m L—I C7 va � � O o� O nnR V!/ 0 a a \ 1 is J M ME � J OolC? N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. P E L� v��L �°0��vv ddc�' 4 CML ENGINEERING - PROJECT MGT -ADV HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 PiRM NO. UM( U)( fff I DtM7E I APPR LOK 1'-p40x Him VICINITY MAP NO SCALE n SCALE: 1 " =20' I20 10 O 20 40 REFER TO DETAILS ON SHEET LA -02 SHEET L4 -02 .�"6 A CITY OF DATUM `I` RENTON ATXV =391.01 PIam* p VuWngAh*N0 world DWI MY OF RENTON Approved a� Date: ZW Appmved by: Date: Appmved by: Date: Approved by: Date: NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1 -800- 424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN E)(. UTILITIES BEFORE CONSTRUCTION BEGINS. STATE OF 3%5-14 WASHINGTON REGISTERED LANDSCAPE ARCHITECT LEANNIAI]n9DEN K HLMAN a7 CERMCATE Na 743 R=368708 DD EM/n 044 4 LOT SHORT PLAT 2100 DD UVALL AVE DD RAWOM CODE LANDSCAPE PLAN y N o � ' � _ O c m W -4 V/ ��• g I ..tea b t $ � >.. f � 5 �.[iaa rznvn P se.a A °SM t� �PMEff VICINITY MAP NO SCALE n SCALE: 1 " =20' I20 10 O 20 40 REFER TO DETAILS ON SHEET LA -02 SHEET L4 -02 .�"6 A CITY OF DATUM `I` RENTON ATXV =391.01 PIam* p VuWngAh*N0 world DWI MY OF RENTON Approved a� Date: ZW Appmved by: Date: Appmved by: Date: Approved by: Date: NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1 -800- 424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN E)(. UTILITIES BEFORE CONSTRUCTION BEGINS. STATE OF 3%5-14 WASHINGTON REGISTERED LANDSCAPE ARCHITECT LEANNIAI]n9DEN K HLMAN a7 CERMCATE Na 743 R=368708 DD EM/n 044 4 LOT SHORT PLAT 2100 DD UVALL AVE DD RAWOM CODE LANDSCAPE PLAN y N o � ' � _ O c m W -4 V/ w 0 n� uul V� p W (L O N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. PIPE ALLOWANCES �i� NFa MGTa1WL �R METEBI 5 Y � �� 3 V� RE NFOflCEDOR a T � VIANLON,.REiE 3 FRAME AND VANED ORATE ALLMETALPE 21 FRAME AND VANED GIEATE ^ fPSV �' ISTO $PF.0 nPS'MI 1B LE rvnu c .� taro sPEC v.,M,) »" / .mBneonlEO PaLVEixrLEnE J� / f ORM9EW EP PPE li i� ,MENDTEA 1vFM1T NOTES CLEANBURFAM Me TORO AREA L As ass,,hade rpemahms he tlar mbarstwwn b tlx: PRECAST BASE HiOVO HAD y ACi I` iI+E RURFALE P0.FA Cin1F. N5FORMCC1 UST SECTION Seem hoseed acmmbg to the Standard Spetllbatlons)or BE WOUIEpTOTIE=TMAREAICTCH I' -/ / `.� 0M.8ARHO0FFMTMGHT woa hash havklga+ IMhnum aroa of0125quaro lnGles per(ool shall Aams *n+Exr seciex, AOJYHTMENT SECTION L a/ - rsea+s.VCssACNO 4 T O.HOM6FM+i HEGNT be Mod wah We mMnumtequeel mear 0.n Bw ALTERNATIVE �,. SECTION PRECAST BASE SECTION. Wire mesh shad net Lee placed In ME TOP IO T- RECTA1g11YRADJDSTMEM8EC110N Nnpckeuls._ 'MN 2. Thok edIAXdbmeWernakmtbe gmoterihon26-. Kno Wa ahal -DwM. ie onil J LY/ %ice r have." AthIeness012 •minknumm2.5- madinum PrnvMenl5- Onlo. HOE c+ AWnum gap IWeall with andthe 1pe � � G 3-Urv. r P ORIENTATION r Weplpe 6 psmled, (19 WE 9 she xN WMtrorta, In aAAFJ m � �M FOR ACCESS AND STS w#h StaMeN Sptlfiwtlon oa STS! - �- /I 3. Tice maMmum depth from me finished grado to Me bested pipe invent i n••FLAT SLAB TOP anal be 5. \\ // f� \! p4P aE ( M MN l :. YE 4. Tno tramp a+ld gmto meslmhtelamd wNl m. m+Me amAn I � I 3 f V { i S. The Prewsl Base Sedbnmry taw. muntlatl lbor. and We w418 may / be 'op. at o rate of 1:24 or stew � n BARS 1Qe•BPALInp per ♦Mors. �.' 6. Theopeningshalibe mEEIUNNal Ne lop of Me pretadbase MORM. REDUCING SECTION i. Al PkhuP hobs shall be BroNO0 bl altar lM1e bazb has been pMCad. BASE SECTION SECTION 8. L I _ DU1 a KXE Standard SyecDCalbnn BLa I1 ✓y ` ` .`, iRYP) NOTES ECCENTRIC COME SECTION 48', SA'. or BO' FLAT SLAB TOP 1. THE COVER OR GRATING OF A CATCH SASIN$HALL NOT \\ BE GROUTED TO FINAL GRATE UNTIL THE FINAL \�j > ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH R IS TO BE PLACED HAS BEEN /G��'� L ESTABLISHED, AND UNTIL PERMISSION THEREAFIER IS GIVEN BY THE ENGINEER TO GROUT ORGMTNGW j\\ > T PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION ���,vY "Yi"�Y/ ? J // s,• i / v 7A5.3. ? ,� �� BOLT•OOYM SLOT DETAIL 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRATE. yea vme+ 1 ;I THE USE OF SHIMS IS PROHIBITED. 1 // 3 R MORTAR NDBRICKS PRIOR BETWEEN PLACED PAL CEMENI'USTMEM is SIR \ . A NOTES "/( 4. THE SFICIU3 IS TOCRERM A RU KING BON BRICKS \� \VA �Y� ..P„G .!�� ARE STAGGERED TO CREATEA RUNNING BOND OR Ys Provide holdon Infra grate e.L ratio of Aligned! i "1 LLL BONG. 1. MINT .Ne Hales Enthetramp.Loratlm of bop -0own slots varies �l emeng tlllerent mendadurers. .�OXE Fd BAR xooP R .� v4'oNwauemcP �� ISOMETRIC n+ronew HOMSro+z., .Bend -� 2. Refarlo Standard SpedfiotiM905 .15(2)far atl6lbnal ne u"vements. RECTANGULAR AWUSTMEW SECTION CIRCULAR Aw ITIN IF rr CTION FALNWAY - all Ne E I a. Use only IX16aQ6 and YerBLdl C4rbS IOGdIbILS. PRECAST EASE SECTION ALTERNATIVE PRECAST BASE SECTION a in Undeas ME haveiv ery. SpBelporhould Brains Anal he used withefocare Name 1.0im an1.1.....11 meters rebar,woe mesh having. intlalmvd way,gUser Orshoultler. downigsi CM MI ba 1ptabtl mi ^Im...... 10.12 square lndas pea bet may be used within wasrpaM. Use varetl ntase mllad cuNa. la aOjusOnent sectlpns. STD. FLAN - 200.10 - STD. PLAN - 202.00 i' STD. PLAN - 204.90 �J PCRI ?C WORKS CATCH BASIN TYPE 1L _ 4�e PUISiAC 1SORKA CATCH BASIN INSTALLATION _ _ _ ( PHHUC iTORKS RECTANGULAR BI- DIRECTIONAL _ �i �t PI. l?IdC II•o:2Ks MISCELLANEOUS DETAILS FOR P - � DEPARTMENT DEPARTMENT IC y DEPARTMENT VANED GRATE \ / DNI1ARTME6'f DRAINAGE STRUCTURES MARCH 2000 MARCH 2OD0 MARCH 2008 1 MAIIH 2008 I I - :. t - 1• °' ,` . y_rrvrts VG A�CEHTFa � BELT T r1 r. '�� /; V I $Ne1,6NRY� wx avE .. L \ umwwTrvE rEmaru ` \ - - 1 RaLSP Iw peBHIAO �w a l 1 w �+ RROpE IIIIIII�v ti °��aUmmff� t LFpmz rNa« rmVhFTF MoENVL.sn+ In \ tawX +I /. owwcs smectx STro,em av a r . VIII VIII �F' yL;W�p �Pm FLTERFAewLFEHL1Np ��} \ ?y `• al! /\ �\ \ \ \ \ M _ tsaPnMENimpa.... / / - J/ IF , � A. �,Mlo rpErmmr nm PaoWOa ExEwrmssl Anen + ✓ __ - _ -_ wAVAO¢MVEL Ar TG.miiXrvreeO \ / \ \/ \/\ \\ T ATTACXMIHT.OBTAILBf r L � i+ ✓j�j /j /\�/\ \ 1 GATHER FABPJCAT POSTS.FNEEOED. 2 UTILIZE FVSREETIEB PER POST, PLL WITHIN TOP 8' OF FgHRIG CROSS SECTION NITS 3, ES VERNEAOHT MINIMUM PART. G NOTE& HOLES VERT1fALLYA MINIMUM CF 1' APART. Lvir. 1. POSTSPACING:TW.%.OHOPEN 4. HANGEIANTIEONAPOSTHIWLEAND RUNS 4 MAX. ON POOLING AREAS. TIGHTEN SECURELY. USE CABLE TIES (W LBS) OF SOFT WIFE 2. POSTS FTH: MUCH BELOW IpT� +++'sisAE GROUND AS FABRIC ABOVE GROUND. 1. CONDITIMOFUSE 3. PONOING HEIGHT MAN. 24' ATTACH }�}��N cvERnwlsPluwnve Mwwpix NOTES 1.1. SEEDINGSHALL BE USED THROUGH THE PROJECTON DISTIRBED AREAS THAT WIVE REACHED FINAL GRADE ORTHATWILLREMAIN FMRC TO UPSTREAM SIDE OF POST. II kT, 1. CONDIITONOFUSE UNWORKEOFORMORETHANWMYS. ' y) 11 PLASTIC COVERING MAY BE USEDON DISTURBED AREAS THAT REOUIREDCOVER MEASURES FOR LESS THN30 DAM 1 12. VEGETATON-UNEO CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE LN.K3R 4. Mara ER EACH SIDE OF SILT of VTrely� 1.2 PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUTAND FILL SLOPESAND STOCKPILES. EARTHWORKAND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX(BFM) FENCS2TO4TIMESWITHDEVICE t.3. OEARPLASTICSHEETWGMAYMUWDMERN YSHEEDEDAME TOMB nAGMENHWSEEFFECTNDEMMW GEGRAS$ 13. RETENTION/ DETENMNPONDSSHALLSESEEOEDASREQUIRED. EXERTINGELP.S.I.ORGRFATER GROWTH, CLEAR PLASTIC SHOULD NOT BE USED FORTHIS PURPOSE OURINGTHE SUMMER NAOMI 1A. AT THE CITYot DISCRETION, SEEDING WITHOUT MULCH DURING THE DRYSEASON WALLOWED EVEN THOUGH IT WILL TAKE MORE. 1.4. THISMETHOD SHALLWTGE USED UPSLOW OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BYRUMIR SUCHAREASIKLUW IEEPANJ THAN SEVEN DAYST00EVELOPN EFFECTIVECOVER S. NOMORETHAN24- OFAM-FABRIC UNSTABLESLOPES 15. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE RENEWED TO IDENITFY WHICH ONES CAN BE SEEDED S ALLOWED ABOVE GROUND. 2 DESIGN NDINSTALIATION BPECEICATMNS IN PREPARATION FOR THE WINTER TRANS. DISTURBED AREAS SHOULD BE SEEDED WNW A MEEK OF BEGINNING OF THE WET 2.1. PLAMOINEETIUnMSMCWMTLIINIMUMTHICNNESS OF O.W MILLMETERS. SEASON. AT FINAL SIMSTABILIZATION, ALL OWTURBEDAREAS NOT OTHE ISEVEMTATED OR STABILIZED SHALL BE SEEDED NO 6. VIBRATORY PLOW IS NOT ACCEPTABLE l / 22. IF EROSION AT THE TOE OF A SLOPE IS LIXELY, AGRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLEDATTHE TOE MULCHED, BECAUSE OF HORIZONTAL COMPACTION. Ij OF THE SLOPE W ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2. DESGNANDINSTALLATIONSPECIFCATXyNS A MAINTENANCESTANUARCS 2.1. THE BESTTME TO SEED ISAPRIL I THROUGH JUNE W.AND SEPTEMBER I THROUGH OCTOBER 15, AREAS MAYBE SEEDED BETWEEN 3.1. TORNSHEETS MOST BE REPLACED AND OWN SEAMS REPAIRED. JULY I MDAUGUST3I. BUT IRRIGATION MAY BE REQUIRED W ORDER TO GROWADEQUAM COVER AREAS MAYALSO BE SEEDED 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION. IT MOST BE COMPLETELY REMOVEOAND RETRACED. DUMNGTHENWERMOMHS BLRRMIGHTTAKESEVERALMONTHSTO MVELOPA MNSEGROUNDCOVER DUE TO COLD 3.3. WHENTHEPLASTICISNOLO MNEEDEO.ITSHALLBECWKETUYREW S. TEMPEMTIIRES. mERAn01: rA�seo.E 22. TOPREVEWSEEDMOM BEINGWASHED AWAY CONFIRMED THAT ALL REOUIREDSURFACE WATWCONTROLMEASURESMVE BEEN it. T'aa'w issEppAVt mer INSTALLED. 2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. O rsEriwemsixa I stormier av-Ralx.+ DBFIH el 11 penvEL. 2A. IN GENERAL, 1P20­28N -P -K FERTI MAW BE USED AT RATE OF SO POUNDS PER ACRE IT IS RECOMMENDED THAT AREA; BEING suLINOazAOE SEEDED FOR FINAL IAND$CAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE ND OUANTIT/ OF FERTILIZER NE EDED. 1+a+nwlprvl \ DISTURBED AREAS WITHW 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO- PHOSPHORUS FERTILIZER 25. THE FOLLOWING REOUIREMENTS APPLY FOR MULCHING 25.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3Hr1V 25.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED nom.nAL per. Felel ; /\ / \C ��^^ 25.3. THE USE OF MULCH MAY BE REWIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE + SLOW, THE SOBS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADGF , THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA, OR S IGNIFICNT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 25.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR MIULTM90UMY BY HYDROSEEDING. 216, HYDROSEEDING IS ALLOWED AS LONG AS TMCKIFIER IS INCLUDED. HYMOSEWING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. WDROSEEDNG WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, NOTEL THE APPLICATION RATE SHOULD HE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE MAY BE CONS I RUCTEO BY EXCAVATION I WOOD FIBER BUT THIS CAN BE DETERMINED TO GERMINATION. OR BY BUILDING A BERM 2.7. AREAS TO BE PERMANENTLY LNDSCAPEO SHALL USESOILAMENONWhITS GOOOOUALfT1 ' TOPSOL SMALL BE 11LLED ENTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILDERAND IMPROVEDTHE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF 4 INGHESOFW'E.LL- ROTTEDC WTTO8ET1LLED INTOTHE SOILTO PROVIDEAGDODQVALDY TOPSOIL SID. PLAN - 211.00 PUBLIC WORKS SEDIMENT TRAP ___ __- SID. PLAN - 219.30 STD. PLAN - 219.40 SID. PLAIT - 214.10 DEPARTMENT MARCH 2ooe �AA�,L�A fGOI'IC rco3KS PLASTIC COVERING ! PUBLIC ITORKS STRAW WATTLES PUBLIC WORKS SILT FENCE INSTALLATION P N-li DER;IR9'MCVT , DEPART ?dF.NT •� DEPAR'MF:NT BY SLICING MARCH 2008 MARCH 2000 \. J MARCH 201h CITY OF NTON AnnmvPA hv' M� ii / 1 hilt• V lZ I / M ft 3 -- v""�L„ --rte (J Approved by: ' _T - Date: Approved by: Date: 171 'rte, Date: o y 4 T •^ n I �TI J - SLOT EGET Z SE \ SUIT - E1 (e "i - SECTION Seem hoseed acmmbg to the Standard Spetllbatlons)or BE WOUIEpTOTIE=TMAREAICTCH I' -/ / `.� 0M.8ARHO0FFMTMGHT woa hash havklga+ IMhnum aroa of0125quaro lnGles per(ool shall Aams *n+Exr seciex, AOJYHTMENT SECTION L a/ - rsea+s.VCssACNO 4 T O.HOM6FM+i HEGNT be Mod wah We mMnumtequeel mear 0.n Bw ALTERNATIVE �,. SECTION PRECAST BASE SECTION. Wire mesh shad net Lee placed In ME TOP IO T- RECTA1g11YRADJDSTMEM8EC110N Nnpckeuls._ 'MN 2. Thok edIAXdbmeWernakmtbe gmoterihon26-. Kno Wa ahal -DwM. ie onil J LY/ %ice r have." AthIeness012 •minknumm2.5- madinum PrnvMenl5- Onlo. HOE c+ AWnum gap IWeall with andthe 1pe � � G 3-Urv. r P ORIENTATION r Weplpe 6 psmled, (19 WE 9 she xN WMtrorta, In aAAFJ m � �M FOR ACCESS AND STS w#h StaMeN Sptlfiwtlon oa STS! - �- /I 3. Tice maMmum depth from me finished grado to Me bested pipe invent i n••FLAT SLAB TOP anal be 5. \\ // f� \! p4P aE ( M MN l :. YE 4. Tno tramp a+ld gmto meslmhtelamd wNl m. m+Me amAn I � I 3 f V { i S. The Prewsl Base Sedbnmry taw. muntlatl lbor. and We w418 may / be 'op. at o rate of 1:24 or stew � n BARS 1Qe•BPALInp per ♦Mors. �.' 6. Theopeningshalibe mEEIUNNal Ne lop of Me pretadbase MORM. REDUCING SECTION i. Al PkhuP hobs shall be BroNO0 bl altar lM1e bazb has been pMCad. BASE SECTION SECTION 8. L I _ DU1 a KXE Standard SyecDCalbnn BLa I1 ✓y ` ` .`, iRYP) NOTES ECCENTRIC COME SECTION 48', SA'. or BO' FLAT SLAB TOP 1. THE COVER OR GRATING OF A CATCH SASIN$HALL NOT \\ BE GROUTED TO FINAL GRATE UNTIL THE FINAL \�j > ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH R IS TO BE PLACED HAS BEEN /G��'� L ESTABLISHED, AND UNTIL PERMISSION THEREAFIER IS GIVEN BY THE ENGINEER TO GROUT ORGMTNGW j\\ > T PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION ���,vY "Yi"�Y/ ? J // s,• i / v 7A5.3. ? ,� �� BOLT•OOYM SLOT DETAIL 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRATE. yea vme+ 1 ;I THE USE OF SHIMS IS PROHIBITED. 1 // 3 R MORTAR NDBRICKS PRIOR BETWEEN PLACED PAL CEMENI'USTMEM is SIR \ . A NOTES "/( 4. THE SFICIU3 IS TOCRERM A RU KING BON BRICKS \� \VA �Y� ..P„G .!�� ARE STAGGERED TO CREATEA RUNNING BOND OR Ys Provide holdon Infra grate e.L ratio of Aligned! i "1 LLL BONG. 1. MINT .Ne Hales Enthetramp.Loratlm of bop -0own slots varies �l emeng tlllerent mendadurers. .�OXE Fd BAR xooP R .� v4'oNwauemcP �� ISOMETRIC n+ronew HOMSro+z., .Bend -� 2. Refarlo Standard SpedfiotiM905 .15(2)far atl6lbnal ne u"vements. RECTANGULAR AWUSTMEW SECTION CIRCULAR Aw ITIN IF rr CTION FALNWAY - all Ne E I a. Use only IX16aQ6 and YerBLdl C4rbS IOGdIbILS. PRECAST EASE SECTION ALTERNATIVE PRECAST BASE SECTION a in Undeas ME haveiv ery. SpBelporhould Brains Anal he used withefocare Name 1.0im an1.1.....11 meters rebar,woe mesh having. intlalmvd way,gUser Orshoultler. downigsi CM MI ba 1ptabtl mi ^Im...... 10.12 square lndas pea bet may be used within wasrpaM. Use varetl ntase mllad cuNa. la aOjusOnent sectlpns. STD. FLAN - 200.10 - STD. PLAN - 202.00 i' STD. PLAN - 204.90 �J PCRI ?C WORKS CATCH BASIN TYPE 1L _ 4�e PUISiAC 1SORKA CATCH BASIN INSTALLATION _ _ _ ( PHHUC iTORKS RECTANGULAR BI- DIRECTIONAL _ �i �t PI. l?IdC II•o:2Ks MISCELLANEOUS DETAILS FOR P - � DEPARTMENT DEPARTMENT IC y DEPARTMENT VANED GRATE \ / DNI1ARTME6'f DRAINAGE STRUCTURES MARCH 2000 MARCH 2OD0 MARCH 2008 1 MAIIH 2008 I I - :. t - 1• °' ,` . y_rrvrts VG A�CEHTFa � BELT T r1 r. '�� /; V I $Ne1,6NRY� wx avE .. L \ umwwTrvE rEmaru ` \ - - 1 RaLSP Iw peBHIAO �w a l 1 w �+ RROpE IIIIIII�v ti °��aUmmff� t LFpmz rNa« rmVhFTF MoENVL.sn+ In \ tawX +I /. owwcs smectx STro,em av a r . VIII VIII �F' yL;W�p �Pm FLTERFAewLFEHL1Np ��} \ ?y `• al! /\ �\ \ \ \ \ M _ tsaPnMENimpa.... / / - J/ IF , � A. �,Mlo rpErmmr nm PaoWOa ExEwrmssl Anen + ✓ __ - _ -_ wAVAO¢MVEL Ar TG.miiXrvreeO \ / \ \/ \/\ \\ T ATTACXMIHT.OBTAILBf r L � i+ ✓j�j /j /\�/\ \ 1 GATHER FABPJCAT POSTS.FNEEOED. 2 UTILIZE FVSREETIEB PER POST, PLL WITHIN TOP 8' OF FgHRIG CROSS SECTION NITS 3, ES VERNEAOHT MINIMUM PART. G NOTE& HOLES VERT1fALLYA MINIMUM CF 1' APART. Lvir. 1. POSTSPACING:TW.%.OHOPEN 4. HANGEIANTIEONAPOSTHIWLEAND RUNS 4 MAX. ON POOLING AREAS. TIGHTEN SECURELY. USE CABLE TIES (W LBS) OF SOFT WIFE 2. POSTS FTH: MUCH BELOW IpT� +++'sisAE GROUND AS FABRIC ABOVE GROUND. 1. CONDITIMOFUSE 3. PONOING HEIGHT MAN. 24' ATTACH }�}��N cvERnwlsPluwnve Mwwpix NOTES 1.1. SEEDINGSHALL BE USED THROUGH THE PROJECTON DISTIRBED AREAS THAT WIVE REACHED FINAL GRADE ORTHATWILLREMAIN FMRC TO UPSTREAM SIDE OF POST. II kT, 1. CONDIITONOFUSE UNWORKEOFORMORETHANWMYS. ' y) 11 PLASTIC COVERING MAY BE USEDON DISTURBED AREAS THAT REOUIREDCOVER MEASURES FOR LESS THN30 DAM 1 12. VEGETATON-UNEO CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE LN.K3R 4. Mara ER EACH SIDE OF SILT of VTrely� 1.2 PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUTAND FILL SLOPESAND STOCKPILES. EARTHWORKAND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX(BFM) FENCS2TO4TIMESWITHDEVICE t.3. OEARPLASTICSHEETWGMAYMUWDMERN YSHEEDEDAME TOMB nAGMENHWSEEFFECTNDEMMW GEGRAS$ 13. RETENTION/ DETENMNPONDSSHALLSESEEOEDASREQUIRED. EXERTINGELP.S.I.ORGRFATER GROWTH, CLEAR PLASTIC SHOULD NOT BE USED FORTHIS PURPOSE OURINGTHE SUMMER NAOMI 1A. AT THE CITYot DISCRETION, SEEDING WITHOUT MULCH DURING THE DRYSEASON WALLOWED EVEN THOUGH IT WILL TAKE MORE. 1.4. THISMETHOD SHALLWTGE USED UPSLOW OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BYRUMIR SUCHAREASIKLUW IEEPANJ THAN SEVEN DAYST00EVELOPN EFFECTIVECOVER S. NOMORETHAN24- OFAM-FABRIC UNSTABLESLOPES 15. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE RENEWED TO IDENITFY WHICH ONES CAN BE SEEDED S ALLOWED ABOVE GROUND. 2 DESIGN NDINSTALIATION BPECEICATMNS IN PREPARATION FOR THE WINTER TRANS. DISTURBED AREAS SHOULD BE SEEDED WNW A MEEK OF BEGINNING OF THE WET 2.1. PLAMOINEETIUnMSMCWMTLIINIMUMTHICNNESS OF O.W MILLMETERS. SEASON. AT FINAL SIMSTABILIZATION, ALL OWTURBEDAREAS NOT OTHE ISEVEMTATED OR STABILIZED SHALL BE SEEDED NO 6. VIBRATORY PLOW IS NOT ACCEPTABLE l / 22. IF EROSION AT THE TOE OF A SLOPE IS LIXELY, AGRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLEDATTHE TOE MULCHED, BECAUSE OF HORIZONTAL COMPACTION. Ij OF THE SLOPE W ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2. DESGNANDINSTALLATIONSPECIFCATXyNS A MAINTENANCESTANUARCS 2.1. THE BESTTME TO SEED ISAPRIL I THROUGH JUNE W.AND SEPTEMBER I THROUGH OCTOBER 15, AREAS MAYBE SEEDED BETWEEN 3.1. TORNSHEETS MOST BE REPLACED AND OWN SEAMS REPAIRED. JULY I MDAUGUST3I. BUT IRRIGATION MAY BE REQUIRED W ORDER TO GROWADEQUAM COVER AREAS MAYALSO BE SEEDED 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION. IT MOST BE COMPLETELY REMOVEOAND RETRACED. DUMNGTHENWERMOMHS BLRRMIGHTTAKESEVERALMONTHSTO MVELOPA MNSEGROUNDCOVER DUE TO COLD 3.3. WHENTHEPLASTICISNOLO MNEEDEO.ITSHALLBECWKETUYREW S. TEMPEMTIIRES. mERAn01: rA�seo.E 22. TOPREVEWSEEDMOM BEINGWASHED AWAY CONFIRMED THAT ALL REOUIREDSURFACE WATWCONTROLMEASURESMVE BEEN it. T'aa'w issEppAVt mer INSTALLED. 2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. O rsEriwemsixa I stormier av-Ralx.+ DBFIH el 11 penvEL. 2A. IN GENERAL, 1P20­28N -P -K FERTI MAW BE USED AT RATE OF SO POUNDS PER ACRE IT IS RECOMMENDED THAT AREA; BEING suLINOazAOE SEEDED FOR FINAL IAND$CAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE ND OUANTIT/ OF FERTILIZER NE EDED. 1+a+nwlprvl \ DISTURBED AREAS WITHW 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO- PHOSPHORUS FERTILIZER 25. THE FOLLOWING REOUIREMENTS APPLY FOR MULCHING 25.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3Hr1V 25.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED nom.nAL per. Felel ; /\ / \C ��^^ 25.3. THE USE OF MULCH MAY BE REWIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE + SLOW, THE SOBS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADGF , THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA, OR S IGNIFICNT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 25.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR MIULTM90UMY BY HYDROSEEDING. 216, HYDROSEEDING IS ALLOWED AS LONG AS TMCKIFIER IS INCLUDED. HYMOSEWING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. WDROSEEDNG WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, NOTEL THE APPLICATION RATE SHOULD HE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE MAY BE CONS I RUCTEO BY EXCAVATION I WOOD FIBER BUT THIS CAN BE DETERMINED TO GERMINATION. OR BY BUILDING A BERM 2.7. AREAS TO BE PERMANENTLY LNDSCAPEO SHALL USESOILAMENONWhITS GOOOOUALfT1 ' TOPSOL SMALL BE 11LLED ENTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILDERAND IMPROVEDTHE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF 4 INGHESOFW'E.LL- ROTTEDC WTTO8ET1LLED INTOTHE SOILTO PROVIDEAGDODQVALDY TOPSOIL SID. PLAN - 211.00 PUBLIC WORKS SEDIMENT TRAP ___ __- SID. PLAN - 219.30 STD. PLAN - 219.40 SID. PLAIT - 214.10 DEPARTMENT MARCH 2ooe �AA�,L�A fGOI'IC rco3KS PLASTIC COVERING ! PUBLIC ITORKS STRAW WATTLES PUBLIC WORKS SILT FENCE INSTALLATION P N-li DER;IR9'MCVT , DEPART ?dF.NT •� DEPAR'MF:NT BY SLICING MARCH 2008 MARCH 2000 \. J MARCH 201h CITY OF NTON AnnmvPA hv' M� ii / 1 hilt• V lZ I / M ft 3 -- v""�L„ --rte (J Approved by: ' _T - Date: Approved by: Date: Approved by: Date: o y 4 T •^ n I - SLOT EGET Z SE \ SUIT - E1 (e "i y es BARB M T 6PAOI1G (� I ✓I 1TITP+� 00 fir,. I pRwpAM. pE - - k zDn.I -II- ^I. A I 84' or SS' FLAT SLAB TOP •\ � PREFAeRICATEO tJIOa®1 i ,t SECTION Seem hoseed acmmbg to the Standard Spetllbatlons)or BE WOUIEpTOTIE=TMAREAICTCH I' -/ / `.� 0M.8ARHO0FFMTMGHT woa hash havklga+ IMhnum aroa of0125quaro lnGles per(ool shall Aams *n+Exr seciex, AOJYHTMENT SECTION L a/ - rsea+s.VCssACNO 4 T O.HOM6FM+i HEGNT be Mod wah We mMnumtequeel mear 0.n Bw ALTERNATIVE �,. SECTION PRECAST BASE SECTION. Wire mesh shad net Lee placed In ME TOP IO T- RECTA1g11YRADJDSTMEM8EC110N Nnpckeuls._ 'MN 2. Thok edIAXdbmeWernakmtbe gmoterihon26-. Kno Wa ahal -DwM. ie onil J LY/ %ice r have." AthIeness012 •minknumm2.5- madinum PrnvMenl5- Onlo. HOE c+ AWnum gap IWeall with andthe 1pe � � G 3-Urv. r P ORIENTATION r Weplpe 6 psmled, (19 WE 9 she xN WMtrorta, In aAAFJ m � �M FOR ACCESS AND STS w#h StaMeN Sptlfiwtlon oa STS! - �- /I 3. Tice maMmum depth from me finished grado to Me bested pipe invent i n••FLAT SLAB TOP anal be 5. \\ // f� \! p4P aE ( M MN l :. YE 4. Tno tramp a+ld gmto meslmhtelamd wNl m. m+Me amAn I � I 3 f V { i S. The Prewsl Base Sedbnmry taw. muntlatl lbor. and We w418 may / be 'op. at o rate of 1:24 or stew � n BARS 1Qe•BPALInp per ♦Mors. �.' 6. Theopeningshalibe mEEIUNNal Ne lop of Me pretadbase MORM. REDUCING SECTION i. Al PkhuP hobs shall be BroNO0 bl altar lM1e bazb has been pMCad. BASE SECTION SECTION 8. L I _ DU1 a KXE Standard SyecDCalbnn BLa I1 ✓y ` ` .`, iRYP) NOTES ECCENTRIC COME SECTION 48', SA'. or BO' FLAT SLAB TOP 1. THE COVER OR GRATING OF A CATCH SASIN$HALL NOT \\ BE GROUTED TO FINAL GRATE UNTIL THE FINAL \�j > ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH R IS TO BE PLACED HAS BEEN /G��'� L ESTABLISHED, AND UNTIL PERMISSION THEREAFIER IS GIVEN BY THE ENGINEER TO GROUT ORGMTNGW j\\ > T PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION ���,vY "Yi"�Y/ ? J // s,• i / v 7A5.3. ? ,� �� BOLT•OOYM SLOT DETAIL 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRATE. yea vme+ 1 ;I THE USE OF SHIMS IS PROHIBITED. 1 // 3 R MORTAR NDBRICKS PRIOR BETWEEN PLACED PAL CEMENI'USTMEM is SIR \ . A NOTES "/( 4. THE SFICIU3 IS TOCRERM A RU KING BON BRICKS \� \VA �Y� ..P„G .!�� ARE STAGGERED TO CREATEA RUNNING BOND OR Ys Provide holdon Infra grate e.L ratio of Aligned! i "1 LLL BONG. 1. MINT .Ne Hales Enthetramp.Loratlm of bop -0own slots varies �l emeng tlllerent mendadurers. .�OXE Fd BAR xooP R .� v4'oNwauemcP �� ISOMETRIC n+ronew HOMSro+z., .Bend -� 2. Refarlo Standard SpedfiotiM905 .15(2)far atl6lbnal ne u"vements. RECTANGULAR AWUSTMEW SECTION CIRCULAR Aw ITIN IF rr CTION FALNWAY - all Ne E I a. Use only IX16aQ6 and YerBLdl C4rbS IOGdIbILS. PRECAST EASE SECTION ALTERNATIVE PRECAST BASE SECTION a in Undeas ME haveiv ery. SpBelporhould Brains Anal he used withefocare Name 1.0im an1.1.....11 meters rebar,woe mesh having. intlalmvd way,gUser Orshoultler. downigsi CM MI ba 1ptabtl mi ^Im...... 10.12 square lndas pea bet may be used within wasrpaM. Use varetl ntase mllad cuNa. la aOjusOnent sectlpns. STD. FLAN - 200.10 - STD. PLAN - 202.00 i' STD. PLAN - 204.90 �J PCRI ?C WORKS CATCH BASIN TYPE 1L _ 4�e PUISiAC 1SORKA CATCH BASIN INSTALLATION _ _ _ ( PHHUC iTORKS RECTANGULAR BI- DIRECTIONAL _ �i �t PI. l?IdC II•o:2Ks MISCELLANEOUS DETAILS FOR P - � DEPARTMENT DEPARTMENT IC y DEPARTMENT VANED GRATE \ / DNI1ARTME6'f DRAINAGE STRUCTURES MARCH 2000 MARCH 2OD0 MARCH 2008 1 MAIIH 2008 I I - :. t - 1• °' ,` . y_rrvrts VG A�CEHTFa � BELT T r1 r. '�� /; V I $Ne1,6NRY� wx avE .. L \ umwwTrvE rEmaru ` \ - - 1 RaLSP Iw peBHIAO �w a l 1 w �+ RROpE IIIIIII�v ti °��aUmmff� t LFpmz rNa« rmVhFTF MoENVL.sn+ In \ tawX +I /. owwcs smectx STro,em av a r . VIII VIII �F' yL;W�p �Pm FLTERFAewLFEHL1Np ��} \ ?y `• al! /\ �\ \ \ \ \ M _ tsaPnMENimpa.... / / - J/ IF , � A. �,Mlo rpErmmr nm PaoWOa ExEwrmssl Anen + ✓ __ - _ -_ wAVAO¢MVEL Ar TG.miiXrvreeO \ / \ \/ \/\ \\ T ATTACXMIHT.OBTAILBf r L � i+ ✓j�j /j /\�/\ \ 1 GATHER FABPJCAT POSTS.FNEEOED. 2 UTILIZE FVSREETIEB PER POST, PLL WITHIN TOP 8' OF FgHRIG CROSS SECTION NITS 3, ES VERNEAOHT MINIMUM PART. G NOTE& HOLES VERT1fALLYA MINIMUM CF 1' APART. Lvir. 1. POSTSPACING:TW.%.OHOPEN 4. HANGEIANTIEONAPOSTHIWLEAND RUNS 4 MAX. ON POOLING AREAS. TIGHTEN SECURELY. USE CABLE TIES (W LBS) OF SOFT WIFE 2. POSTS FTH: MUCH BELOW IpT� +++'sisAE GROUND AS FABRIC ABOVE GROUND. 1. CONDITIMOFUSE 3. PONOING HEIGHT MAN. 24' ATTACH }�}��N cvERnwlsPluwnve Mwwpix NOTES 1.1. SEEDINGSHALL BE USED THROUGH THE PROJECTON DISTIRBED AREAS THAT WIVE REACHED FINAL GRADE ORTHATWILLREMAIN FMRC TO UPSTREAM SIDE OF POST. II kT, 1. CONDIITONOFUSE UNWORKEOFORMORETHANWMYS. ' y) 11 PLASTIC COVERING MAY BE USEDON DISTURBED AREAS THAT REOUIREDCOVER MEASURES FOR LESS THN30 DAM 1 12. VEGETATON-UNEO CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE LN.K3R 4. Mara ER EACH SIDE OF SILT of VTrely� 1.2 PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUTAND FILL SLOPESAND STOCKPILES. EARTHWORKAND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX(BFM) FENCS2TO4TIMESWITHDEVICE t.3. OEARPLASTICSHEETWGMAYMUWDMERN YSHEEDEDAME TOMB nAGMENHWSEEFFECTNDEMMW GEGRAS$ 13. RETENTION/ DETENMNPONDSSHALLSESEEOEDASREQUIRED. EXERTINGELP.S.I.ORGRFATER GROWTH, CLEAR PLASTIC SHOULD NOT BE USED FORTHIS PURPOSE OURINGTHE SUMMER NAOMI 1A. AT THE CITYot DISCRETION, SEEDING WITHOUT MULCH DURING THE DRYSEASON WALLOWED EVEN THOUGH IT WILL TAKE MORE. 1.4. THISMETHOD SHALLWTGE USED UPSLOW OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BYRUMIR SUCHAREASIKLUW IEEPANJ THAN SEVEN DAYST00EVELOPN EFFECTIVECOVER S. NOMORETHAN24- OFAM-FABRIC UNSTABLESLOPES 15. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE RENEWED TO IDENITFY WHICH ONES CAN BE SEEDED S ALLOWED ABOVE GROUND. 2 DESIGN NDINSTALIATION BPECEICATMNS IN PREPARATION FOR THE WINTER TRANS. DISTURBED AREAS SHOULD BE SEEDED WNW A MEEK OF BEGINNING OF THE WET 2.1. PLAMOINEETIUnMSMCWMTLIINIMUMTHICNNESS OF O.W MILLMETERS. SEASON. AT FINAL SIMSTABILIZATION, ALL OWTURBEDAREAS NOT OTHE ISEVEMTATED OR STABILIZED SHALL BE SEEDED NO 6. VIBRATORY PLOW IS NOT ACCEPTABLE l / 22. IF EROSION AT THE TOE OF A SLOPE IS LIXELY, AGRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLEDATTHE TOE MULCHED, BECAUSE OF HORIZONTAL COMPACTION. Ij OF THE SLOPE W ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2. DESGNANDINSTALLATIONSPECIFCATXyNS A MAINTENANCESTANUARCS 2.1. THE BESTTME TO SEED ISAPRIL I THROUGH JUNE W.AND SEPTEMBER I THROUGH OCTOBER 15, AREAS MAYBE SEEDED BETWEEN 3.1. TORNSHEETS MOST BE REPLACED AND OWN SEAMS REPAIRED. JULY I MDAUGUST3I. BUT IRRIGATION MAY BE REQUIRED W ORDER TO GROWADEQUAM COVER AREAS MAYALSO BE SEEDED 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION. IT MOST BE COMPLETELY REMOVEOAND RETRACED. DUMNGTHENWERMOMHS BLRRMIGHTTAKESEVERALMONTHSTO MVELOPA MNSEGROUNDCOVER DUE TO COLD 3.3. WHENTHEPLASTICISNOLO MNEEDEO.ITSHALLBECWKETUYREW S. TEMPEMTIIRES. mERAn01: rA�seo.E 22. TOPREVEWSEEDMOM BEINGWASHED AWAY CONFIRMED THAT ALL REOUIREDSURFACE WATWCONTROLMEASURESMVE BEEN it. T'aa'w issEppAVt mer INSTALLED. 2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. O rsEriwemsixa I stormier av-Ralx.+ DBFIH el 11 penvEL. 2A. IN GENERAL, 1P20­28N -P -K FERTI MAW BE USED AT RATE OF SO POUNDS PER ACRE IT IS RECOMMENDED THAT AREA; BEING suLINOazAOE SEEDED FOR FINAL IAND$CAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE ND OUANTIT/ OF FERTILIZER NE EDED. 1+a+nwlprvl \ DISTURBED AREAS WITHW 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO- PHOSPHORUS FERTILIZER 25. THE FOLLOWING REOUIREMENTS APPLY FOR MULCHING 25.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3Hr1V 25.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED nom.nAL per. Felel ; /\ / \C ��^^ 25.3. THE USE OF MULCH MAY BE REWIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE + SLOW, THE SOBS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADGF , THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA, OR S IGNIFICNT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 25.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR MIULTM90UMY BY HYDROSEEDING. 216, HYDROSEEDING IS ALLOWED AS LONG AS TMCKIFIER IS INCLUDED. HYMOSEWING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. WDROSEEDNG WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, NOTEL THE APPLICATION RATE SHOULD HE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE MAY BE CONS I RUCTEO BY EXCAVATION I WOOD FIBER BUT THIS CAN BE DETERMINED TO GERMINATION. OR BY BUILDING A BERM 2.7. AREAS TO BE PERMANENTLY LNDSCAPEO SHALL USESOILAMENONWhITS GOOOOUALfT1 ' TOPSOL SMALL BE 11LLED ENTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILDERAND IMPROVEDTHE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF 4 INGHESOFW'E.LL- ROTTEDC WTTO8ET1LLED INTOTHE SOILTO PROVIDEAGDODQVALDY TOPSOIL SID. PLAN - 211.00 PUBLIC WORKS SEDIMENT TRAP ___ __- SID. PLAN - 219.30 STD. PLAN - 219.40 SID. PLAIT - 214.10 DEPARTMENT MARCH 2ooe �AA�,L�A fGOI'IC rco3KS PLASTIC COVERING ! PUBLIC ITORKS STRAW WATTLES PUBLIC WORKS SILT FENCE INSTALLATION P N-li DER;IR9'MCVT , DEPART ?dF.NT •� DEPAR'MF:NT BY SLICING MARCH 2008 MARCH 2000 \. J MARCH 201h CITY OF NTON AnnmvPA hv' M� ii / 1 hilt• V lZ I / M ft 3 -- v""�L„ --rte (J Approved by: ' _T - Date: Approved by: Date: Approved by: Date: 68709 PREFERRED 1. AM �. -z0F wa wIIIw6 N6� CITY OF DDC�WITT 4 LOT SHORT PLAT ddc� ®RS A 210 DDUVALL AVE ID CML ENGINEERING- PROJECTMGT -ADV. NRAUDCS DIET ADC fAYW RENTON DDG3AWIING CODE 8957 DISTRICT UNE RD PH (360) 661 -6656 1 I DE IONi� BURUNG7DN, WA 98233 Rg�� Planning /Building /Public Works Dept NO. REVISION BY DATE APPR RS SURFACE WATER STANDARD DD ETAIILS STL C "'SE PAGE DWG o y 4 T •^ n I G D "i 00 0 O nn� uul Q V W O IQ O r b D 0011", "I /r gef41 piVEWAYCeLVFRTetMFAE 6A RWAV.E grpIPRESFNr. AS PERCPV ROaDSTPlM4� ArawwrvsPAUS __- owrEZnLE - EPIIEWAYS5 WLLL 5E PME0 iO1FE FOGE TOk<W 1NE .D MJMION EMIUVOL TO MOD i DANAGNO OFi. .. H is PECU, AEND 0TMN THE ENTMncs elCMWM1ED SOT, NT `\ RUM;OFF DMIT's OFi THE PAD .& Y NOTES l \, IM1GRE9SEGFES3 A?£A I' CONDITION OF USE 1.1. CONSTRUCTION ENWANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL SE LEAVING A CONSTRUCTION SUE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WUHIN ILODID FEET OF THE SM. GP?B 1FN9MFSTREalGM EASTMNISU itl P51 MIN. -1 'clNeiENVIE ELONGATION IASTMPt632r A4nNY M1tUENBMTSTRENGTHI4STMD3B &VHJ tlIPSININ. 7AOSIAs'M WAt) NR(O.i STANOAHOUINI ZN 2 DESIGN AND NSTALUTION SPEaFCATONS 2.1. HOG FUEL (WOOD BASED MULCH) MAYBESUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARE$ THAT WCL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF (QUARRY SPALLS E THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENTOR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 22. FENCINGSHALLBE INSTALLED AS NECESSARY TO RESTRICT TRAFFICTO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECT WENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 1 YAIXTENMGE STANDARDS 3.1. GUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 32. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BENG TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE 3.3. SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED ANC DISCHARGED APPROPRIATELY. 3A. ANY OUARRY SPALLS THAT ME LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 35. IF VEHICLES ARE ENTERING M EXITING THE WES AT POINTS OTHER THAN THE CONSMUCTK)N ENTRANCE(S). FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC, PUB11C WORKS STABILIZED STD. PLAN - 215.10 DEPARTMENT CONSTRUCTION ENTRANCE I MARCH 2008 Surface Water Standard Plan Notes 1. These notes shall appear on projects for the surface water utility 2. Before any construction or development activity occurs, ❑ pre- construction meeting must be held between the City of Renton plan review section and the applicant. 3. All design and construction shall be in accordance with the Renton Municipal Code (RMC), the latest edition of the Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission or variation from the above requirements found in this plans. all corrections shall be at no additional cost to the City. 4. Approval of this road, grading, parking and drainage plan does not constitute an approval of any other construction (e.g. domestic water conveyance, sewer conveyance, gas, electrical. etc.)The surface water drainage system shall be constructed according to the approved plans, which are on file in with the City. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 5. A copy of these approved plans must be on the job site whenever construction is in progress. 6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and no work on Sunday is allowed, unless otherwise approved with a written decision by the City of Renton. 7. It shall be the applicant's /contractor's responsibility to obtain all construction easements necessary before initiating off -site work. Easements require City review and approval prior to construction. CITY OF NI ON Approved by Approved by: Approved by: Approved by: Date: Date:�'1� 4 Date: Date: N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. ORANAGEGRATE i GPATEFRMIE la� E $EDMEMPNDDEBRIB DWJW GATE - REGrANGULAR GeATE eH. BELOW &LETGILtt E:CE LTEPEO WATER "r. sEGTION VEW ISOMETRIC VIEW TH. OVERFLOW BYPArIS 3EL01V WLET CRATE OEeQ U41RFLM8YPA55CYPT NOTES 1. Size the Below Inlet Grate CHH4W(81GDI for Me smml wale' SINCB"e ll MI Bervke. 2, The 9lGOShall have o bull) -In hlgh-Aow repot sysbm(ovel,M bypasa), 3. The relrio lsyelem must albw removal d Ma GIGO w Mau, 51111411he,ale,aW HHHW 1. 4. Perform melntenance In accordance%M Slandaml Spec tbn 801.3(15). SYSTEM (IYP.I Ptl3I1C WORKS CATCH BASIN FILTER SM. PLAN - 218.90 DRPARTMC \T LARCH 2008 8. Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that meet all requirements of Chapter 4 of the Surface Water Design Manual are submitted to the City of Renton. 9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. Reference benchmark and elevations are noted on the plans. 10. Any dewatering system necessary for the construction of stormwater facilities must be submitted 1:11. All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor. 11. All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor. 12. Open cutting of existing roadways for non - franchised utility or storm drainage work is not allowed unless specifically approved by the City of Renton and noted on these approved plans. Any open cut shall be restored in accordance with the City of Renton trench restoration standards. 13. All sedimentation /erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on -site erosion has passed. 14. All retention /detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 15. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C with the exception of PVC pipe. 16. Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better inside and outside. RecKwsrcamnETELV COVERTHE 5t _� � BanGMa+D SIDESOETHe DTCH d 1 �✓ .�� �� 6MN c 2.1 SLOPES LAMES 1. CONDRIONOFUSE I.I. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS MOUND THE SITE TO A NON£ROSIVE DISCHARGE POINT. 2. MARTENANCESTANDMDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN OS FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORK;INAL DESIGNCMACRY. 22 THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND ERIE HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RP'RAP OR AN EROSION CONTROL BLANKET. PURUC WORKS CHECK DAMS SPACING AND SM. PLAN - 217.40 DEPARTMEN'C CROSS SECTIONS MARCH 2008 17. All drainage structures, such as catch basins and manholes shall have solid locking lids. All drainage structures associated with a permanent retention /detention facility shall have solid locking lids. 18. Building and other structures shall be placed in accordance with Table 4.1 Easement Widths and Building Setbacks Lines. 19. All catch basin grates shall be depressed 0.10 feet below pavement level. 20. All driveway culverts located within City of Renton right -of -way shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 21. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for those lots approved for infiltration by the City. Stub -outs shall conform to the following: a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free - flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. b. Outlets on each lot shall be located with a five - foot -high, 2" x 4" stake marked "storm" or "drain ". The stub -out shall extend above surface level, be visible, and be secured to the stake. R- 368110 b. Outlets on each lot shall be located with a five- foot -high, 2" x 4" stake marked "storm" or "drain ". The stub -out shall extend above surface level, be visible, and be secured to the stake. c. Pipe material shall conform to underdrain specifications described in Chapter 4 of the Surface Water Design Manual and, if non - metallic, the pipe shall be placed in a trench with a tracing wire above or other acceptable detection. d. Private drainage easements are required for drainage systems designed to convey flows through individual lots. e. The applicant /contractor is responsible for coordinating the locations of all stubout conveyance lines with respect to other utilities (e.g. power, gas, telephone, television). f. All individual stub -outs shall be privately owned and maintained by the lot home owner. g. Storm drainage pipe systems shall not penetrate building foundations, except for sump pump discharge lines used to drain crawl spaces, provided the sump pump system includes backflow prevention or a check valve. 23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the development site must demonstrate one of the following: The existing duff layer shall be staged and redistributed to maintain the moisture capacity of the soil, OR; Amended soil shall be added to maintain the moisture capacity. 24. Proof of liability insurance shall be submitted to the City prior to construction permit issuance. 25. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and /or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 26. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with thenormal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1 -07 -23 Traffic Control shall apply. 27. Project located within the aquifer protection area (APA) shall comply with Special Requirement #6 of the Surface Water Design Manual and Aquifer Protection Regulations (RMC 4 -3 -050). STRUCTURAL NOTES 1. These plans are approved for standard road and drainage improvements only. Plans for structures such as bridges, vaults, and retaining walls require a separate review and approval by the City prior to construction. 2. 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 right -of -way shall be constructed in accordance with City Standards. Rockeries outside of road right -of -way shall be constructed in accordance with the International Building Code. PREFERRED GG9C�OG9GGG�OG7C�F ddb AM 10 -20' mm irni m �_� �V�01 i� k-CITY OF RENTON Planning /Building /Public Works Dept. OF-W f lf' 4 L07 SC ORT PLAT 210 DD UVALL AMC d D�A�roc�c CODE SURFACE WATER STANDARD RD SETA° LS 2 IBOra Re CML ENGINEERING - PROJECT MGT -ADV. HYDRAULICS 8957 DISTRICT UNE RD PH (360) 661 - 6656 BURLINGTON, WA 98233 N1IOE � �� _� rIY OtBW FS NO. REVISION BY DATE APPR STL ( _2� DWG 1 My l J mo y� N G v o� 1 =0 oDa 0 wn r W 0 0 N6 R�R V� lad j nO/^]1 w O b END SERION IENGIX 5HN18E RT LEAST 51 %TILIES THEDWAEfEROFTHE PIPE (SEE 4VSOOT STD SPEC T-0t 311)) _ THfiIIMOPIAEM ME COMCRE" PIPE YE PIPE NVTES f. The CWven areas "I Ca Leveled wmadn Ne 6n1Mr4mentIXAttll sbP9 end 51Wl not be bevNpd lleRMMan<M1V. Wlwn¢lotg3 se Oelween<H:1V antl BH:1V, yaps the xbPa H YwvkYtl'ry of 111e w.an alts u enure uaL n> Pan a nrewlred pmbuaes more malt a• abpv uegmPa Ilre. 2. FleWwWW&aa eMslspmmlttadM nepprnMbr NeE lire NI Mm.cW W real pipe "I be Iraoled vdth assailant as slgvn In VW SMdPd Spa lcens ar Gembi Special RavLUOns. 31D. PLAN - - — 22- 1-.0-- 0 PCBIX WORKS BEVELED END SECTIONS %IARCH 2008 N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. l 1 i�;'- PLA„ %F l.!� ISOMETRIC iltrN �\ I L y s - i 'Al a'wx lrv� - .'.EL; .I. Ta ni L61SI END VIEW 111 .:E' in149N 1 CO] E<aPCNS :]F B'EL'L `iPE Ilf N!L�IOp '.7 TP;IC` IOCTi IN iEPIC3 SIDEVI NM: i. THIs ftws WMer IS foe use Weida IoMM'3fb on apes 3R "dla..rd lbr. T. See dmrelng Mild for debris barriers on pipes pmjeclibV 110111 dMC \VO)•b Of 22SNSJ 9dB 9JpB4 3, NI steel pads must be gallean¢ed and asphalt waled. (Treatment f er belled. 4. CPEP- smapth rea1pl plpe lases. balls lD Seine debris leamerto papa. Pi:'13L[C WORKS DEBRIS BARRIER M. PLAN 229.00 .(J. DEPART ?IR`IT 1,L1RCH 2008 f VATON SECTION" FD]FLtlNhST:UrWMOhRttlh�lVf AVDSRASNB:W( r 1 J 'ulty. I.05ry1pPPf � T FiKPI� - 10i0FRMWFL1ERF1 FllfrtFaECGA�n1RFIYH W IS'O M T i00]Stl POH TC. R'DRKS SINGLE FAMILY ROOF DOWNSPOUT( STD. PUN — 225.20 DEPARTN ENT INFILTRATION TRENCH MARCH 2O00 R=36871 I . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . trees) U ✓ ,� bs . 1 . BIORETENTION AREA.f ground cove 2' wide grass filter s. p ex isting :edge of 1 SHEET `P FLOW T T d silt a..—. LA trees PLAN VIEW (not to scale) 2' wide grass overflow to suitable filter st ip " surface discharge sheer 9 round shrubs area cover muw—slope 1 •� 12" min. 12" of ,maximum amended y% ter th compost �1310RETENTION AREA CITY OF NTON 'l Approved by Date: f 3� I SECTION A —A (not to Bade) A vedb : QJ�.='N�^_� Date: 1 2yl 91 PREFERRED AM °"■ I ,p3;imS., I DEW[T4 4 LOT SHORT PLAT Z;/04/2013 pPro y lT EnMC�ONnIEEG�OG7�, ddb _v 10-20' A ,� CITY OF e AVE I. Im X90 DNJMQ�D "E's eoolc Approved by: Date: COWL ENGINEERING • PROJECT MGT •ADV. HYDRAULICS I... ale DA 2W R E N TO N DG3AM/n 0 �O CODE .', PAGE 8957 DISTRICT UNE RD PH (360) 661 -6656 W BURUNGTON, WA 98233 Rg Planning /Building /Public Works Dept Dill Approved by: Date: NO. REVISION BY DATE APPIR M�yR °EE °0°°° SURFACE WATER STANDARD DETAOLS 3 M OF 1a Co �'3GE-) iI A- NNNNAA t.. .S. x N � V SECTION" FD]FLtlNhST:UrWMOhRttlh�lVf AVDSRASNB:W( r 1 J 'ulty. I.05ry1pPPf � T FiKPI� - 10i0FRMWFL1ERF1 FllfrtFaECGA�n1RFIYH W IS'O M T i00]Stl POH TC. R'DRKS SINGLE FAMILY ROOF DOWNSPOUT( STD. PUN — 225.20 DEPARTN ENT INFILTRATION TRENCH MARCH 2O00 R=36871 I . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . trees) U ✓ ,� bs . 1 . BIORETENTION AREA.f ground cove 2' wide grass filter s. p ex isting :edge of 1 SHEET `P FLOW T T d silt a..—. LA trees PLAN VIEW (not to scale) 2' wide grass overflow to suitable filter st ip " surface discharge sheer 9 round shrubs area cover muw—slope 1 •� 12" min. 12" of ,maximum amended y% ter th compost �1310RETENTION AREA CITY OF NTON 'l Approved by Date: f 3� I SECTION A —A (not to Bade) A vedb : QJ�.='N�^_� Date: 1 2yl 91 PREFERRED AM °"■ I ,p3;imS., I DEW[T4 4 LOT SHORT PLAT Z;/04/2013 pPro y lT EnMC�ONnIEEG�OG7�, ddb _v 10-20' A ,� CITY OF e AVE I. Im X90 DNJMQ�D "E's eoolc Approved by: Date: COWL ENGINEERING • PROJECT MGT •ADV. HYDRAULICS I... ale DA 2W R E N TO N DG3AM/n 0 �O CODE .', PAGE 8957 DISTRICT UNE RD PH (360) 661 -6656 W BURUNGTON, WA 98233 Rg Planning /Building /Public Works Dept Dill Approved by: Date: NO. REVISION BY DATE APPIR M�yR °EE °0°°° SURFACE WATER STANDARD DETAOLS 3 M OF 1a Co �'3GE-) iI A- NNNNAA y N � V _ >° e m D 1 00 J 0 0 C Uj Q N.W. 1/4, SEC. 15 TWP. 23N., RGE I 0 I I 3.000 7 I 1. — 13.000 4'x12" RED E FORM TRENCH DRAIN NTS Approved b 4 Date: Approved by: Date: I2-lt208 Approved by: Date: Approved by: Date: 9' PREFERRED EG7SwEERUNae m-0 CIVIL ENGINEERING - PROJECT MGT -ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 5E., W.M. �12.25� •e, A. Gam retaining clips are included with each drain. Removeable for easy cleaning. B. Standard gates are constructed from 3/16' steel bars. Cast iron and heavy duty gates are also available. C. Components are arc welded for maximum strength. D. Drain sections bolt together for easy installation. E. Open bottom in Red -E -Form drain allows on -site grading, eliminates the need for sloped footers. F. Roll formed construction provides consistent quality and strength. G. Each drain is dips ated for lasting protection. H. Anchor clips make positioning easier, prevent heaving under extreme conditions. 1. Installation requires no footers or forms. Install with a single pow. Easy installation Completed Red - &Form trench drain units bolt together so that the entire system can be connected before being positioned in the drain trench. This ensures fast, easy installation, provides more rigid support and allows greater control in placement No multiple sloping. Unlike many other trench drains, the Red -E -Form system does not require multiple surface sloping. Since the drains are bottomless to allow on -site grading, you have unlimited grade /distance potential. Therefore, you can run a single drain the entire length ofthe trench drain area and eliminate the need for multi - sloping. Single pour installation, no footers or forms. Because the drains are produced with an open bottom, the new for sloped footers and forms is eliminated. All you need to do is position the assembled system in the trench, and pour and gads as you go. You make the footer, form and grade with one pour. And that saves you time, money and materials. Anchor clips: an added benefit. Anchor clips keep the components in position during installation and prevent the system from heaving - even under the most extreme conditions - when ihciob is complete. TRENCH DRAIN INSTALLATION MS 3.000 i�13. 4'x6" RED E FORM TRENCH DRAIN NTS x6.0001 0 7. 4.180 R- 368712 a.ea 0EW9TT 4 LOOS' SHORT PLAT CITY OF v.. Fe 1• =20 RENTO 210DUWALLAVE DRAMNO CODE Mj7 =mar Planning /Building /Public Works Dept IRS VMGUM NO. REVISION BY DATE APPR �STL z3nu[ Y TRENCH DRAM DC TAU CD.- -) fz A -N F1 Mi 0 0 =�d 0 0 •e, A. Gam retaining clips are included with each drain. Removeable for easy cleaning. B. Standard gates are constructed from 3/16' steel bars. Cast iron and heavy duty gates are also available. C. Components are arc welded for maximum strength. D. Drain sections bolt together for easy installation. E. Open bottom in Red -E -Form drain allows on -site grading, eliminates the need for sloped footers. F. Roll formed construction provides consistent quality and strength. G. Each drain is dips ated for lasting protection. H. Anchor clips make positioning easier, prevent heaving under extreme conditions. 1. Installation requires no footers or forms. Install with a single pow. Easy installation Completed Red - &Form trench drain units bolt together so that the entire system can be connected before being positioned in the drain trench. This ensures fast, easy installation, provides more rigid support and allows greater control in placement No multiple sloping. Unlike many other trench drains, the Red -E -Form system does not require multiple surface sloping. Since the drains are bottomless to allow on -site grading, you have unlimited grade /distance potential. Therefore, you can run a single drain the entire length ofthe trench drain area and eliminate the need for multi - sloping. Single pour installation, no footers or forms. Because the drains are produced with an open bottom, the new for sloped footers and forms is eliminated. All you need to do is position the assembled system in the trench, and pour and gads as you go. You make the footer, form and grade with one pour. And that saves you time, money and materials. Anchor clips: an added benefit. Anchor clips keep the components in position during installation and prevent the system from heaving - even under the most extreme conditions - when ihciob is complete. TRENCH DRAIN INSTALLATION MS 3.000 i�13. 4'x6" RED E FORM TRENCH DRAIN NTS x6.0001 0 7. 4.180 R- 368712 a.ea 0EW9TT 4 LOOS' SHORT PLAT CITY OF v.. Fe 1• =20 RENTO 210DUWALLAVE DRAMNO CODE Mj7 =mar Planning /Building /Public Works Dept IRS VMGUM NO. REVISION BY DATE APPR �STL z3nu[ Y TRENCH DRAM DC TAU CD.- -) fz A -N F1 Mi y =�d O �a W �W Q N.W. 1/4, SEC. 15 TWP. PLANT LEGEND a� qbol Botanical /Common Name Size uantit Comments Carpinus betulus 'fastigiate' /COLUMNAR HORNBEAM 1 1/2" CAL. 7 Full, balanced branching, B &B Fraxinus latifolia / OREGON ASH 1 1/2" CAL. 2 Full, balanced branching, B &B Potentilla fruiticosa / SHRUBBY CINQUEFOIL 5 GALLON 28 r� W Helictotrichon sempervirens / BLUE OAT GRASS 1 GALLON 25 "i..J Cistus ladanifer / CRIMSON SPOT ROCKROSE 5 GALLON 22 Santolina chamaecypariasus /LAVENDER COTTON 1 GALLON 77 (� Comus sericea 'Kelseyf / KELSEY DW. RED TWIG DOGWOOD 1 GALLON 22 °� � Calamagostis x aatiflora 'Karl Foerster /KARL FOERSTER FEATHER R® GRASS 1 GALLON 35 z4o d © Symphorocarpus albus / SNOWBERRY 5 GALLON 6 Arctostaphylos uva —ursi / KINNIKINNICK 1 GALLON ®24" O.C. TRI SP. Q BIOSWALE PLANTS ® Hemerocallis 'Happy Returns' / HR DAYLILY 2 GALLON 27 Carex elata 'Aurea / BOWLES GARDEN SEDGE 2 GALLON 35 Q Dechampsia caespitosa 'Northern Lights' / 2 GALLON 34 NL TUFTED HAIRGRASS 0 Juncus effusus / SOFT RUSH 2 GALLON 16 W W BIOSWALE PLANTINGS W W 4" POTS ® 18" O.C., TRIANGULAR SPACING, PLANT EVEN NUMBERS OF EACH SPECIES Carex obnupto / SLOUGH SEDGE Scirpus microcarpus / SMALL FRUITED BULRUSH Carex stipata / SAWBEAK SEDGE Juncus tenuis / SLENDER RUSH LANDSCAPE NOTES 1. DO NOT DIG BEFORE LOCATING UTILITIES. 2. SUBGRADES, INCLUDING BERMS, TO WITHIN 1/10TH FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. SUBGRADE SHALL BE SCARIFIED OR ROTOTTLLED IF CONDITIONS REQUIRE. 4. APPLY 6" DEPTH TYPICAL 3 —WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS OTHERWISE NOTED. 5. APPLY 3" DEPTH MEDIUM /COARSE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GROWTH. 6. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFORESEEN FIELD CONDITIONS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 7. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. 8. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. 9. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARD FOR NURSERY STOCK, LATEST EDITION. 10. ALL MASS PLANTINGS SHALL HAVE TRIANGULAR SPACING. WHERE MASS PLANTINGS ABUT A HARD EDGE BEGIN FIRST ROW WITHIN 8" OF HARD EDGE 11. ALL MASS PLANTINGS ARE CONTINUOUS THROUGHOUT PLANTING BED. IF NO SYMBOL IS SHOWN, REFER TO PLAN NOTE AND /OR PLANT LEGEND. 12. SPECIFIED PLANT SPACING IN PLANT LEGEND SUPERSEDES SYMBOLS SHOWN ON PLANTS. CONTRACTOR IS RESPONSIBLE TO REVIEWING PLAN SET AND CLARIFYING ANY QUESTIONS PRIOR TO BIDDING. 13. STREET TREE LOCATIONS AND QUANTITIES ARE APPROXIMATE AND SHALL BE ADJUSTED PER FINAL DRIVEWAY AND UTILITY LOCATIONS. 14. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. PLANTING IN HEAVY SOILS REQUIRES ADDITIONAL DRAINAGE PROVISION. SEE TREE PLANTING DETAIL THIS SHEET. 15. STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1/2' MINIMUM ABOVE GRADE OR AS OTHERWISE NOTED. 16. STREET TREES NEAREST INTERSECTIONS SHALL CONFORM TO LOCAL SIGHT DISTANCE REQUIREMENTS. 17. HOMEOWNERS' ASSOCIATION SHALL BE RESPONSIBLE FOR WATERING AND MAINTAINING THE STREET TREES AND PLANTINGS ALONG THE PROJECT FRONGTAGE AND ALONG THE PRIVATE ACCESS TRACT. 18. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWNER. 19. ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES TO BE REMOVED AFTER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE REPLACED AND RE— STAKED PER THE DETAIL AT NO ADDITIONAL COST TO THE OWNER 20. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. P G�G�G(�CsG`3G910EDD E LLC CML ENGINEERING - PROJECT MGT -ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 FINISH GRADE 18" MIN. CONIFER( ?3N., RGE. 5E., W.M. OR VINYL WITH 16 GAU( GALVANIZED STEEL WARE DETAIL PRUNE DISEASED AND -� BROKEN BRANCHES HOSE AND WIRE TIES, SEE DETAIL ABOVE 2x2 PINE TREE STAKES 2x ROOTBALL WIDTH REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN 2" SETTLED DEPTH FINE GRADE BARK MULCH RELEASE GRANULAR FERTILIZER )COTE OR EQUAL) IFY PIT SIDES AND BOTTOM NATIVE SOIL MOUND ER HOSE GAUGE WARE TIES EEP ILL IOD DRAINAGE PRIOR TO PLANTING. -AKING DETAIL EQUAL SPACING o• o• RUNE DISEASED AND d BROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP PLANT 1" HIGHER 2" SETTLED DEPTH FINE THAN IN NURSERY GRADE BARK MULCH FINISH GRADE EDGE OF PAVING OR PLANTING BED r� v r.� DEPTH 3—WAY MIX TOPSOIL jj / j COMPACT AND WATER THOROUGHLY RM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE Fg 9Q tic SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE CITY OF RENTON CANO, b Date: / V, V Approved by: Date: Approved by: Date: Date: NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1- 800 - 424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. 7j G� , , 68113 1 REVS PER CRY COMMDm 1DR 1202t22 2 � w �,� DD C�Mn M 4 LOOT SHORT PLAT 2 REVS PM CRY COMMOR6 UN( 201J/02/ Ai00 i��"u1" A CITY OF 3 REVS PER CRY COMMDR6 UN( 2013/06/ =Mtm DATUM =u >} RENTON 210 DUVALL� AVE 4 MMRS u6 2014/o3/ M1K DD RAWONG CODE ELE1-391.01 Web DwL "0. REVISION APPR LANDSCAPE PLAN DD ETMLS A NOTES c1,-�, (.2 3G42-? /3 A 1i y N o y ' < n n ° 0 O w >� b W " a -3 p•I� W O 0 U W L.L Q J 0 W 0 n SCALE: 1"=30' 9 30 15 0 30 60 LANDUSE AREA SUMMARY: ONSITE EXISTING (IN PARCEL): TOTAL (ALL): 1.089 ACRES (HAS EX. HOUSE & DWY, MODELED IN KCRTS AS FULLY FORESTED) ONSI TE PROPOSED (IN PARCEL) IMPERVIOUS (PGIS FROM PRN. ROAD): 0.132 ACRES IMPERVIOUS (LOT DWY): 0.074 ACRES IMPERVIOUS (BLDG /SW /PORCH): 0.338 ACRES PERVIOUS (GRASS): 0.043 ACRES OFFSITE EXISTING (IN RIGHT —OF —WAY)o IMPERVIOUS (PGIS): 0.018 ACRES PERVIOUS (GRASS): 0.043 ACRES OFFSITE PROPOSED (IN RIGHT —OF —WAY); IMPERVIOUS (PGIS): 0.025 ACRES IMPERVIOUS (SW): 0.016 ACRES PERVIOUS (GRASS): 0.021 ACRES EXISTING FEATURES LEGEND - - -D - - -OP — --- OT— — — —OT— P OP--OT Approved by: Approved by: Approved by: Approved by_ e 0 m B 0 • ■ • i ■ • CITY OF RENTON FIR HAWTHORNE PINE MAPLE CONCRETE PAVINC ASPHALT PAVING BUILDINGS GRAVEL SURFACE Date: oate � � l Date: VI-if Iii o u get 1S LIV l�lll LI �l IS ���llV �g l� fl C CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 � �m0 1 "=%30 0 N ML sou it w nu � VICINITY MAP. SITE ADDRESS: 210 DUVALL AVE SE RENTON, WA 98059 PARCEL No.: 152305 -9021 o R -7 R 368714 o,68101 "°'awwnIP"' _��� CITY OF �,r„� �1� RENTON aLrv=ovios Planning /Building /Public Works Dept SURVEYOR'S NOTES: DATUM /BASIS OF BEARINGS HELD N 00'57'28" E ALONG THE WEST LINE OF THE NW 1/4, SEC. 15 -23 -5 BETWEEN CITY OF RENTON CONTROL POINT f S 478 do 1503 AS PUBLISHED IN CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS AND BENCHMARKS. HORIZONTAL DATUM: NAD 83/91 (CITY OF RENTON) ORIGINATING BENCHMARK: CITY OF RENTON BENCHMARK #478. FOUND BRASS TACK IN CONCRETE MONUMENT DOWN 0.75' IN CASE, AS PUBLISHED IN CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS AND BENCHMARKS. VERTICAL DATUM: NAVD '88 (CITY OF RENTON) ELEVATION: 391.01 TEMPORARY BENCHMARKS: TBM 'A' SET COTTON SPINDLE 1' UP ON NORTH FACE POWER POLE AT SW CORNER DRIVEWAY. ELEVATION: 391.02 TBM 'B' PUNCH IN 2" BRASS DISK IN 4'X4" CONCRETE MONUMENT DOWN 0.45' IN CASE AT INTERSECTION OF DUVALL AVE NE AND SE 2ND ST. ELEVATION: 391.34 LEGAL DESCRIPTION THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 72 FEET OF THE WEST 120 FEET; AND EXCEPT THE NORTH 222 FEET OF THE SOUTH 242 FEET OF THE WEST 120 FEET; AND EXCEPT THE EAST 383 FEET; AND EXCEPT COUNTY ROAD. SCHEDULE B SPECIAL EXCEPTIONS EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE TITLE REPORT BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NO. 4265- 1628644, DATED SEPTEMBER 3, 2010, AT 7:30 A.M. 5 THIS PROPERTY SUBJECT TO RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY PER INSTRUMENT UNDER KING COUNTY RECORDING NO. 192422, REGARDING RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR MINING OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. REFERENCES (P1) PLAT OF LAURELHURST RECORDED IN VOL 233 PAGES 48 -52, RECORDS OF KING COUNTY, WASHINGTON. PLAT OF KIMBER LANE RECORDED IN VOL 91 PAGE 13, RECORDS OF KING COUNTY, WASHINGTON. RECORD OF SURVEY BY JRE do ASSOCIATES RECORDED UNDER RECORDING NO. 7908169008, RECORDS OF KING COUNTY, WASHINGTON. FOTHERINGILL SHORT PLAT RECORDED UNDER RECORDING NO. 20051014900004, RECORDS OF KING COUNTY, WASHINGTON. CITY OF RENTON LOT LINE ADJUSTMENT LUA- 04- 113 —LLA, RECORDED UNDER RECORDING NO. 20041202900026, RECORDS OF KING COUNTY, WASHINGTON. RECORD OF SURVEY BY CRONES AND ASSOCIATES RECORDED UNDER RECORDING NO. 9808269009 RECORDS OF KING COUNTY, WASHINGTON. 10E M`1TT 4 LOT SHORT PLAT 10/19/2013 210 DMMQLL AWE BOOK ""'• PNX -- DW( COWERSHEET & EXESTNO FEATURES 8T of is Al N N J v ^_ 1 - 1 W j N,W* 1 SEC. 15 TWP, 23N., RGE. 5W*M, �1 A t4�:4th F "1 1~ .... t� A*fn L SCOR �.+ Eta < NE1 ST STS t CONTACT DATA s OWNER/APPLICANT: PLANNER: CIVIL ENGINEER: z g PREFERRED ENGINEERING, LLC MR. MARK DEWITT PK ENTERPRISES 210 DUVALL AVENUE SE 23035 SE 263RD STREET 8957 DISTRICT LINE RD > RENTON, WA 98059 MAPLE VALLEY, WA 98038 BURLINGTON, WA 98233 NE 2ng Cl (206) 276 -8134 206.227.7445 360.661.6656. ` CONTACT: PHILLIP KITZES CONTACT: RICK BLAIR, PE NEZt P, �� 3 IiE20a W T SURVEYOR: Y 4 AXIS Survey & Mapping GEOTECH: LANDSCAPE ARCHITECT: "n .. ='= 13005 NE 126th PL S & EE BACKYARD BOTANICAL NE St trE 2nd St ME 20a Si n,E ato 81 KIRKLAND, WA 98034 16625 REDMOND WAY LEANNE KUHLMAN, ASLA ,.: OFFICE: (425) 823 -5700 SUITE M 124 24419 30TH AVENUE CT E ` NE t% a FAX: (425) 823 -6700 REDMOND, WA 98052 SPANAWAY, WA 98387 a, ; 3 ,,t ct ; 425.868.5868 (253) 846 -9878 4 NE tat PI CONTACT. CJ SHIN, P.E. r. GENERAL NOTES: 1. NE , st St SE 1341h 8t SE Ist Pi SITE low lop ASSESSOR'S PARCEL NO.: 152305 -9021 ago ' s SITE ADDRESS: 210 DUVALL AVENUE SE, RENTON, WA 98059 vap SE 13SIh St • -- ' "` - TOTAL SITE AREA: 1.09 AC 47,271 SF EXISTING USE: PROPOSED USE: SINGLE — FAMILY RESIDENCE 4 SINGLE — FAMILY RESIDENCES -' 2nd Pi P4 ADJACENT LAND USES: SINGLE— FAMILY RESIDENCES SE Znd SE 2nd A Date: oate � � l Date: VI-if Iii o u get 1S LIV l�lll LI �l IS ���llV �g l� fl C CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 � �m0 1 "=%30 0 N ML sou it w nu � VICINITY MAP. SITE ADDRESS: 210 DUVALL AVE SE RENTON, WA 98059 PARCEL No.: 152305 -9021 o R -7 R 368714 o,68101 "°'awwnIP"' _��� CITY OF �,r„� �1� RENTON aLrv=ovios Planning /Building /Public Works Dept SURVEYOR'S NOTES: DATUM /BASIS OF BEARINGS HELD N 00'57'28" E ALONG THE WEST LINE OF THE NW 1/4, SEC. 15 -23 -5 BETWEEN CITY OF RENTON CONTROL POINT f S 478 do 1503 AS PUBLISHED IN CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS AND BENCHMARKS. HORIZONTAL DATUM: NAD 83/91 (CITY OF RENTON) ORIGINATING BENCHMARK: CITY OF RENTON BENCHMARK #478. FOUND BRASS TACK IN CONCRETE MONUMENT DOWN 0.75' IN CASE, AS PUBLISHED IN CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS AND BENCHMARKS. VERTICAL DATUM: NAVD '88 (CITY OF RENTON) ELEVATION: 391.01 TEMPORARY BENCHMARKS: TBM 'A' SET COTTON SPINDLE 1' UP ON NORTH FACE POWER POLE AT SW CORNER DRIVEWAY. ELEVATION: 391.02 TBM 'B' PUNCH IN 2" BRASS DISK IN 4'X4" CONCRETE MONUMENT DOWN 0.45' IN CASE AT INTERSECTION OF DUVALL AVE NE AND SE 2ND ST. ELEVATION: 391.34 LEGAL DESCRIPTION THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 72 FEET OF THE WEST 120 FEET; AND EXCEPT THE NORTH 222 FEET OF THE SOUTH 242 FEET OF THE WEST 120 FEET; AND EXCEPT THE EAST 383 FEET; AND EXCEPT COUNTY ROAD. SCHEDULE B SPECIAL EXCEPTIONS EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE TITLE REPORT BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NO. 4265- 1628644, DATED SEPTEMBER 3, 2010, AT 7:30 A.M. 5 THIS PROPERTY SUBJECT TO RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY PER INSTRUMENT UNDER KING COUNTY RECORDING NO. 192422, REGARDING RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR MINING OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. REFERENCES (P1) PLAT OF LAURELHURST RECORDED IN VOL 233 PAGES 48 -52, RECORDS OF KING COUNTY, WASHINGTON. PLAT OF KIMBER LANE RECORDED IN VOL 91 PAGE 13, RECORDS OF KING COUNTY, WASHINGTON. RECORD OF SURVEY BY JRE do ASSOCIATES RECORDED UNDER RECORDING NO. 7908169008, RECORDS OF KING COUNTY, WASHINGTON. FOTHERINGILL SHORT PLAT RECORDED UNDER RECORDING NO. 20051014900004, RECORDS OF KING COUNTY, WASHINGTON. CITY OF RENTON LOT LINE ADJUSTMENT LUA- 04- 113 —LLA, RECORDED UNDER RECORDING NO. 20041202900026, RECORDS OF KING COUNTY, WASHINGTON. RECORD OF SURVEY BY CRONES AND ASSOCIATES RECORDED UNDER RECORDING NO. 9808269009 RECORDS OF KING COUNTY, WASHINGTON. 10E M`1TT 4 LOT SHORT PLAT 10/19/2013 210 DMMQLL AWE BOOK ""'• PNX -- DW( COWERSHEET & EXESTNO FEATURES 8T of is Al N N J v ^_ 1 - 1 W j 4 Z7 1 446 1 0 00 n SCALE: 1"-20' 0 0 � so ,o 0 20 ao 0 H J H 10 W 0 O 0 LJ 396 392 388 N.W. 1/4, SEC. 15 TWP, 23N., RGE, 5E., W.M. TABU .3.:A REC COMMENDED PLANTS FOR WET R10FILTRATION SW,ALE. Common Name Shortawn foxtail Water foxtail Scientific Name Alopecurus aeg ali Alopectirus Beni uiat us Spacing on center) seed seed Spike rush Eleocharis spp, 4 inches Slough sedge* Carex obnupta 6 inches or seed Sawbeak sedge Sedge Carex stipkata Carex spp. 6 inches 6 inches: Western mannagrass Glyceria occidentalis seed Velvetgrass Holcus rnollis seed Slender rush Juncus tenuis 6 inches Watercress* Rorippa nastuttium -a ruaticurn 12 inches Water parsley* Oenanthe sarmentosa 6 inches Hardstem bulrush Small- fruited bulrush Scir us a,cutus Scir us microcarpus 6 inches 12 inches ` Good choices for swales with significant periods of flow, such as those downstream of a Level 2 or 3 detention facility. Note: Cattail (Typ e latifolia) is not appropriate for most wet sweles because of its very dense and clumping growth habit which prevents water from filtering through the clump. PROJECT, EARTHWORK VOLUMES. cur =7e0 cr +/- FlLL= 420 CY +/— DRAINAGE TRACT SECTION Ste: , • -5• 12' 4' THICK COMPACTED 5/8" ANGULAR CLEW GRAVEL — 12— INCH THICKNESS OF 4' -8" QUARRY SPACES — (RE— USE TESC QUARRY SPACES) GEOTEXTILE SWALE ACCESS. SCALE: NTS CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 8957 DISTRICT UNE RD PH (360) 661 -6656 BURUNGTON, WA 98233 BLDG PAD =392.5 .Y 1 , i 4 # k , 4. 46 lv I A a# -r I I I -L-CT� 3 I I I Y . • .. " . FF394.5 I NOTE: DO NOT FILL OR 1 ... GARAGE I I I STOCKPILE OVER .4f SLAB �� I I I FUTURE INFILTR. TRENCH AREA � � NOTE: DO NOT FILL STOCKPILE OVER LOT 14 I ,��H'�� 1 09t. ' FF =392.5 1 CITY OF RENTON Approved by: Approved by: _ N Approved by: Approved by: Date: Date: T buli Date: Date: NOTE: D(. U71LfilES /1RE APPROXIMATE ONLY CALL 1- 800 - 424 -55.55 BEFORE DIGgNG & POTHOLE UNIWOIMi D(. U11U11ES BEFORE CONSTRUCTION BEGINS. .. _ 41d:. Yf,Y,' '- rr if.r.i YrYii.wn.►uY.Lrr.lfr`r .rfs wriar.ar rrf`►.►rpfi' j SE 2nd PL - . PLANTINGS IN BIOSWAL.E PER W _.__ v.........__.. __ TABLE, THIS SHEET. 3 Nos , .., D EM77 4� LOT SHORT PLAT 1 =20 tR CITY O F e e Re 210 DUWALL AMC .M.. DA 7W REN TON [RENTO R R" sops Planning/Building/Public Works De t. 1L r = = M P REVISION BY DATE APPR sops �oo�w.x R8 10/19/2013 �..8001( PAGE .M...ft DW( GRACING FLAN ��� oa000000 l - - 1 4 NOTE: 'SD' IS CPEP STORM DRAIN PIPE UNLESS Q OTHERWISE NOTED ON PLANS OR PROFILES. PRIVATE ONSITE PIPE IS 6" PVC FROM ALL TRENCH DRAINS. PRIVATE ONSITE PIPE IS 6" PVC FROM ALL ROOF DRAINS. [� ALL GRAVEL TRENCH PIPE TO BE PERFORATED PER STD DTLS. W 0 W 3 0 CL � WEST ACCESS EAST R/W TRACT R/W C/L 0 14.5' 11.5' ' 5 4 � 10 9 109 1.5 ' D I I I I GRADE SEE GRADING LOT NUMBER BMP TYPE DRIVEWAY= RAINGARDEN + INFILTRATION 1 ROOFS= INFILTRATION TRENCHES (3780 SF BLDG, 874 SF DWY, 500 S/W) DRIVEWAY= RAINGARDEN + INFILTRATION 2 ROOFS= INFILTRATION TRENCHES (3180 SF BLDG, 780 SF DWY, 500 S/W) DRIVEWAY= RAINGARDEN + INFILTRATION 3 ROOFS= INFILTRATION TRENCHES (3180 SF BLDG, 777 SF DWY, 500 S/W`) DRNEWAY= RAINGARDEN + INFILTRATION 4 ROOFS= INFILTRATION MH'S (2580 SF BLDG, 772 SF DWY, 500 S/W) AIr1T CC! • - L.UU70-' _ .r.w� ii r ------------------- _ ------- -- - - - - -- _- - -� 1. INSTALL "NO PARKING SIGNS ON DWALL PL SE AS _____T - - - - -- - -_ -- - - - - -- --------------------- - - - - -- - - -- ------------------------------------------------ - DIRECTED BY CITY OF RENTON TRAFFIC ENGINEER _____ -- -------- - - - - -- 0 ff--------- - - - - -- - - - - - -- --------- -- - -- ----- - - - --- _____ 0 2. THE PAVEMENT RESTORATION ON THE PUBLIC _ _ STREETS SHALL BE AS PER CITY STANDARDS. 385 _ _ _ _ _ _ _ _ _ _ _ _ _ CB, TYPE 1 L C62 TYPE 1L 3. SINGLE FAMILY RESIDENCES AND OTHER RIM =~ 1 '- IMPROVEMENTS CONSTRUCTED ON THE LOTS SEE PLAN ,, IE =J�l� 12" Z SEE SEWER PLAN MUST IMPLEMENT VIEW AND 14LF -8 DI 6# Np CREATED BY THIS SUBDMSION IE 80 ? DETAIL FOR 00.50% THE FLOW CONTROL BEST MANAGEMENT PRACTICES __ _ _ _ _. __ _ _ _ _ . _ ._ _ _ _ ____ _ _ - -- ___ _ ___ __ AS AS ANY 380 �► DATA _ _ __ ___,__ _ __ _ __ __ _ _. _ __ _ _ _.. __._ AS LISTED IN THE TABLE BELOW WELL DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS STIPULATION cp 00 ro LO 00 n � O �• 00 °p N.W. 1/4, SEC. 15 TWP. 23N., RGE. SE., W.M. M O 00 °° O � v) 0 ". N rn � re) 00 00 � O 00 ° 1 °° * 0 00 0 � LO 00 O r- rn O w � a) � N 1 c0 00 `t 10 +00 10 +20 PVI STA 10 +91.89 O) 00 00 00 12 +59.17 rc-)) � SE 2nd PL NORTH PVI ELEV: 390.96 N N 0) O) P/L 0 � �- O) O R/W C/L R/W � N 0) O K: 10.00 LVC: 45.00 N N O) 0) N N O) 0) N N O) 0) M (SECTION � M M M M M M � LWl SCALE: 1' =20 --- .. .. .. .. .. .. ------_------_ U E)Q PVI STA: 10 +42.07. pe) n ..... ..... .. -------- ... . .... .. . ....... . ..... . list, IV V4 40, *40 PO W PVI ELEV: 388.47 � o K: 7.14 Mp♦p MO . � VLl 20 to 0 20 so � � � LVC: 50.00 N ± n + M EXIST GRADE ads � LOW PT. STA: 10 +31.36 � NOTE: 'SD' IS CPEP STORM DRAIN PIPE UNLESS Q OTHERWISE NOTED ON PLANS OR PROFILES. PRIVATE ONSITE PIPE IS 6" PVC FROM ALL TRENCH DRAINS. PRIVATE ONSITE PIPE IS 6" PVC FROM ALL ROOF DRAINS. [� ALL GRAVEL TRENCH PIPE TO BE PERFORATED PER STD DTLS. W 0 W 3 0 CL � WEST ACCESS EAST R/W TRACT R/W C/L 0 14.5' 11.5' ' 5 4 � 10 9 109 1.5 ' D I I I I GRADE SEE GRADING LOT NUMBER BMP TYPE DRIVEWAY= RAINGARDEN + INFILTRATION 1 ROOFS= INFILTRATION TRENCHES (3780 SF BLDG, 874 SF DWY, 500 S/W) DRIVEWAY= RAINGARDEN + INFILTRATION 2 ROOFS= INFILTRATION TRENCHES (3180 SF BLDG, 780 SF DWY, 500 S/W) DRIVEWAY= RAINGARDEN + INFILTRATION 3 ROOFS= INFILTRATION TRENCHES (3180 SF BLDG, 777 SF DWY, 500 S/W`) DRNEWAY= RAINGARDEN + INFILTRATION 4 ROOFS= INFILTRATION MH'S (2580 SF BLDG, 772 SF DWY, 500 S/W) AIr1T CC! • - L.UU70-' _ .r.w� ii r ------------------- _ ------- -- - - - - -- _- - -� 1. INSTALL "NO PARKING SIGNS ON DWALL PL SE AS _____T - - - - -- - -_ -- - - - - -- --------------------- - - - - -- - - -- ------------------------------------------------ - DIRECTED BY CITY OF RENTON TRAFFIC ENGINEER _____ -- -------- - - - - -- 0 ff--------- - - - - -- - - - - - -- --------- -- - -- ----- - - - --- _____ 0 2. THE PAVEMENT RESTORATION ON THE PUBLIC _ _ STREETS SHALL BE AS PER CITY STANDARDS. 385 _ _ _ _ _ _ _ _ _ _ _ _ _ CB, TYPE 1 L C62 TYPE 1L 3. SINGLE FAMILY RESIDENCES AND OTHER RIM =~ 1 '- IMPROVEMENTS CONSTRUCTED ON THE LOTS SEE PLAN ,, IE =J�l� 12" Z SEE SEWER PLAN MUST IMPLEMENT VIEW AND 14LF -8 DI 6# Np CREATED BY THIS SUBDMSION IE 80 ? DETAIL FOR 00.50% THE FLOW CONTROL BEST MANAGEMENT PRACTICES __ _ _ _ _. __ _ _ _ _ . _ ._ _ _ _ ____ _ _ - -- ___ _ ___ __ AS AS ANY 380 �► DATA _ _ __ ___,__ _ __ _ __ __ _ _. _ __ _ _ _.. __._ AS LISTED IN THE TABLE BELOW WELL DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS STIPULATION cp 00 ro LO 00 n � O �• 00 °p 0) � 0 O 00 M N co r- PO ''`� r- P ° M O 00 °° O � v) 0 ". N rn � re) 00 00 � O 00 ° 1 °° * 0 00 0 � LO 00 O r- rn O w � a) O � `t � N 1 c0 00 `t 00 LO O om' � O) O) o0 � � 0) Oi 00 00 O) 00 00 00 00 00 Oi 00 00 0 ai O 00 00 O O O K O O O V_ r- �- 0) O) � N O) 0) AIr1T CC! • - L.UU70-' _ .r.w� ii r ------------------- _ ------- -- - - - - -- _- - -� 1. INSTALL "NO PARKING SIGNS ON DWALL PL SE AS _____T - - - - -- - -_ -- - - - - -- --------------------- - - - - -- - - -- ------------------------------------------------ - DIRECTED BY CITY OF RENTON TRAFFIC ENGINEER _____ -- -------- - - - - -- 0 ff--------- - - - - -- - - - - - -- --------- -- - -- ----- - - - --- _____ 0 2. THE PAVEMENT RESTORATION ON THE PUBLIC _ _ STREETS SHALL BE AS PER CITY STANDARDS. 385 _ _ _ _ _ _ _ _ _ _ _ _ _ CB, TYPE 1 L C62 TYPE 1L 3. SINGLE FAMILY RESIDENCES AND OTHER RIM =~ 1 '- IMPROVEMENTS CONSTRUCTED ON THE LOTS SEE PLAN ,, IE =J�l� 12" Z SEE SEWER PLAN MUST IMPLEMENT VIEW AND 14LF -8 DI 6# Np CREATED BY THIS SUBDMSION IE 80 ? DETAIL FOR 00.50% THE FLOW CONTROL BEST MANAGEMENT PRACTICES __ _ _ _ _. __ _ _ _ _ . _ ._ _ _ _ ____ _ _ - -- ___ _ ___ __ AS AS ANY 380 �► DATA _ _ __ ___,__ _ __ _ __ __ _ _. _ __ _ _ _.. __._ AS LISTED IN THE TABLE BELOW WELL DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS STIPULATION cp 00 ro LO 00 n � O �• 00 °p 0) � 0 O 00 M N co r- PO ''`� r- P ° M O 00 °° O � v) 0 ". N rn � re) 00 00 � O 00 ° 1 °° * 0 00 0 � LO 00 O r- rn O w � a) O � `t � N 1 c0 00 `t 00 LO O om' � O) O) o0 � � 0) Oi 00 00 O) 00 00 00 00 00 Oi 00 00 0 ai O 00 00 O O O K O O O V_ r- �- 0) O) � N O) 0) N N 0) O) N N O 0) r- N O 0) � �- O) O r- 0) 0) � N 0) O N N 0) O N N O) 0) N N O) 0) N N O) 0) M M � M M M M M M n P pe) n n list, IV V4 40, *40 PO Ald, ON Afmo MUST BE ADDRESSED IN THE `SINGLE FAMILY O RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING N PERMIT FOR THE LOT. ro 4. LOT SD PIPE SHALL BE 60PVC UNLESS SPECIFIED OTHERWISE. 9 +83.36 10 +00 10 +20 10 +40 10 +60 10 +80 11+00 1 1 +20 11+40 1 1 +60 11+80 12 +00 12 +20 12 +40 12 +60 12 +80 13 +00 13 +335 +29.30 5. THE LATEST ADOPTED CITY OF RENTON STD DETAILS WILL BE APPLICABLE ON THE CONSTRUCTION Duvall PI SE PROFILE ELEMENTS. SCALE: HOR- 1'0=20* 6. PAVEMENT RESTORATION SHALL BE AS PER THE VERT- 1 "= 5' CITY OF RENTON TRENCH RESTORATION do STREET OVER Y STDS AND SUBJECT TO FIELD _ �� HIGH FLOW BYPASS W/ D I MOD CATION A5 PER THE CITY INSPECTOR. V-%-v _%l e"m C rv� n 4 P I IE -8� BI- DIRECTIONAL VANED GRATE _ COMPACTED DEPTH CLASS B ASPHALT CONC I - +j 3'X5'X1'DEEP 10 +31.36, C/L 7. DO NOT GRADE, dill OR COMPACT OVER THE rn} QUARRY SPALL �� 1 INFI L 71ON FACL9* AREAS R FOR FLOW 3" COMPACTED DEPTH �: I OUTFALL CB3, TYPE 1 -L, RIM 3�le� CONTRA BMPs ON H HOUSE. CRUSHED SURFACING TOP COURSE r1't I IE(8"SD) 3 (SW).t RIM =391.9 , P OLE GAS IE IE =391.4 3" COMPACTED DEPTH 17LF -8 SD (8 DI) 3� (NE) P OR TO. MAX. DR AY WIDTHS CONNECTING TO DWALI_ PL HIGH FLOW OUT 1.135 ORIF. EL. 387.10 W/ PLATE RIM 391 95 12 +59.17, SE (16 -FT CRUSHED SURFACING BASE COURSE CO STIR. t 1 _ " I SEE DETAIL Gp,jorc) I I 0L.F 8 D � IE =3gl .45 END ACCESS } (D PTH BELOW LEFT I I �15LF- TRENCH _ NATIVE SOILS COMPACTED TO 9576 MDD .. - .. _.._.:._ � � HIGH FLOW OUT aiu =�4 45 - DAAn AT P /i milk 11111L AN Allllh PRIVATE ACCESS TRACT 8' RISER W/ SOLID TOP PUTS W(OR ORIFICE D / U ELBOW PUTE) ._ ELEV 387.60 1.135 ORIF. W/ PUTS ELEV 387.10 RESTRICTOR STRUCTURE HIGH FLOW BYPASS TO DITCH TRENCH DRAIN INFLOW� 3/4" STAINLESS STEEL I ,� IE- ved Date PLATE BOLTED do MUDDED _ _ _ _ _ �'_ �-- ---- . < - . . . 39 A ro b �-- No TO TYPE 1 L WALLS. c. w to in ;n RAIN GARDEN in RAIN GARDEN (TOP ELEV. 388.2) BOT ELEV =390.0 BOT ELEV =389.8 1.5 TOP GRAVEL -390.0 �n _ 5Q IE =391.0 (17g(VAtr)-8LF- - = FROM BOT GRAVEL =388.0 _ CB 1, TYPE 1 12 S D: 3 54"INFIL MH S TOP GRAVEL 389.9 TOP GRAVEL =389.6 P/L 3 -43LF TRENCHS NOTE. 10 3'x5'x1'DEEP I # 07FT DEEP BOT GRAVEL =387.9 BOT GRAVEL =387.6 W PERF. PIPE. TRENCH DRAIN I _ 0 RIM =391.15 UPPER 12"SD LEVEL 0388 5 RIM 392.0 3 -50LF TRENCHS _ RAIN GARDEN / - EX. UTIUTIES ARE APPROXIMATE ONLY CALL INFLOW , + QUARRY SPALLI IE= 387.01 LOWER 12 SD LEVEL 0381.94 W PERF PIPE 3 50LF TRENCHES BOT ELEV-390.01 (2FT WIDE x 2FT DEEP) I - AA��_4 ?4 -SAM RFFMF nl©dNG & UNKH M N SEE aEsxicrars � }>\� TO xro Faun SfRUCfURE ABOVE a HIGH FLOW BYPASS CB #3 KS T- O�AL.L 10LF -12 "SD 0 00.70X I MHOS), NO GW 2 ` 1 / y _ - CONN TOGETHER - . • • BOTTOM AT 10 FEET DEEP ( REMOVE EX. SD (2FT WIDE x 2FT DEEP) W - ►:• tic : • • • ' _ . , SIDE SLOPES=3:t - - RAIN GARDEN BOT ELEVm387.8 FOR WE W, 1#11 1 1 list, IV V4 40, *40 Ald, ON Afmo 3/4" STAINLESS STEEL I ,� IE- ved Date PLATE BOLTED do MUDDED _ _ _ _ _ �'_ �-- ---- . < - . . . 39 A ro b �-- No TO TYPE 1 L WALLS. c. w to in ;n RAIN GARDEN in RAIN GARDEN (TOP ELEV. 388.2) BOT ELEV =390.0 BOT ELEV =389.8 1.5 TOP GRAVEL -390.0 �n _ 5Q IE =391.0 (17g(VAtr)-8LF- - = FROM BOT GRAVEL =388.0 _ CB 1, TYPE 1 12 S D: 3 54"INFIL MH S TOP GRAVEL 389.9 TOP GRAVEL =389.6 P/L 3 -43LF TRENCHS NOTE. 10 3'x5'x1'DEEP I # 07FT DEEP BOT GRAVEL =387.9 BOT GRAVEL =387.6 W PERF. PIPE. TRENCH DRAIN I _ 0 RIM =391.15 UPPER 12"SD LEVEL 0388 5 RIM 392.0 3 -50LF TRENCHS _ RAIN GARDEN / - EX. UTIUTIES ARE APPROXIMATE ONLY CALL INFLOW , + QUARRY SPALLI IE= 387.01 LOWER 12 SD LEVEL 0381.94 W PERF PIPE 3 50LF TRENCHES BOT ELEV-390.01 (2FT WIDE x 2FT DEEP) I - AA��_4 ?4 -SAM RFFMF nl©dNG & UNKH M N SEE aEsxicrars � }>\� TO xro Faun SfRUCfURE ABOVE a HIGH FLOW BYPASS CB #3 KS T- O�AL.L 10LF -12 "SD 0 00.70X I MHOS), NO GW 2 IE(IN) =388.9 / / y yy CONN TOGETHER - BIOSWALE INTAKE E ENCOUNTERED A AT 10 FEET DEEP ( (2FT WIDE x 2FT DEEP) W - PREFERRED AM Sm CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS JJK �iWsrF 8957 DISTRICT UNE RD PH ( 360 ) 661 -6656 oae BURUNGTON, WA 98233 STL :L•] BY DATE M31M �10 Sm sow 1" =20' N01t"'""" �� Cl TY OF RENTON R � Sm Planning/Building/Public Works Dept. rwmm •ors � 111.ur 101EM77 41 07 SHORT PLAT 10/19/2013 210 OUWALL AMC ww G° EM70K IM PAGE ". DW( PAVING & DR 10INAG -III PLAN Miss oa00000� J v � r J > i� O G ' r j W O U w L� Q d W OO 15 0 W O n SCALE: 1 " =20' I20 10 o zo ao SE 2nd PL NORTH R/W C/L R/yy (SECTION LINE) 20 EXIST � EDGE OF ASPHALT �5' 8 4.25' WALK CURB &PLANTER EXISTING GRADE I SAWCUf W AR 4000 SEALANT N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. z.00z z.00x — I 2.00x 2:t,MAX - - -- 4" COMPACTED DEPTH CONC SIDEWALK � � O CLASS B ASPHALT CONC VERTICAL 2 1/2" COMPACTED DEPTH CURB do GUTTER 1,751 CRUSHED SURFACING TOP COURSE 2.50' 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE NATIVE SOILS COMPACTED TO 95X MDD SE 2nd PL FRONTAGE IMPROVEMENT NT's 9 +85.19 10 +00 WEST TRACT to P/L C/L 00 Z M to O 00 (60 0 W J 40 w + 395 FfG 0 a Z N Z N N N EXIST GRADE c� W @ C/L m W .9176 Z Z .a3 390 2.7?.x 11+33.41 EAST P/L 1 at f*-- M M M � + M II II -- r �■ 35LF -12 0DI CB #2ND -2, TYPE 1 1 RIM=391,82 385 — . 1 C 2t� 1 TYPE 1 CPVWO:� 8"W IE= 38853 T2;ALL NOS P 86:x,2 RIM =3$2 %A �? SEE WATER PLAN �J�XP •� I E =3�;� W .30 -7 � 380 It� to rno) r � °M o 0 o0) o00 c0 o C w .-� o Si N Co C0 00 • co 00 0) N 0) � ci CO � 0) � 0) 4 r- CT + MM + MM �''�M MM Mre) �M '�M N P k f*-- M M M � + M II II -- r �■ 35LF -12 0DI CB #2ND -2, TYPE 1 1 RIM=391,82 385 — . 1 C 2t� 1 TYPE 1 CPVWO:� 8"W IE= 38853 T2;ALL NOS P 86:x,2 RIM =3$2 %A �? SEE WATER PLAN �J�XP •� I E =3�;� W .30 -7 � 380 It� to rno) r � °M o 0 o0) o00 c0 o C w o Si r Co C0 00 M � C0 00 C0 00 0) N 0) � ci CO � 0) � 0) (V � CT r- CT MM MM MM MM �''�M MM Mre) �M '�M 9 +60 9 +80 10 +00 10 +20 10 +40 10 +60 10+80 SE 2ND PL PROFILE SCALE: HOR— 1' =20' VERT— 1 "= 5' 11+00 1 1 +20 11+40 j C IC Q IC C GHQ I�g C-lLc CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 8957 DISTRICT UNE RD PH (360) 661 -6656 BURUNGTON, WA 98233 NO. REVISION SE 2ND PL ROW IMPROVEMENTS `a 'gym EAST ASPHALT RAMP DETAIL +53 1%0 R=36871 �SIt 8 41 LOT 094 1le•to14 wInT•cc. 1. THE PAVEMENT RESTORATION ON THE PUBLIC STREETS SHALL BE AS PER CITY STANDARDS. C TV OF R] 'NTON Approved by: Approved by: _..— I Approved by: Approved by: Date: Yleze / /y Date: (2-(tlzat% NOTE: IX. U11UT1ES ARE APPROXIMATE ONLY CALL 1- 800 - 424 -5555 BEFORE DIGGING do POTHOLE UNKNOWN DC. tlT1U11ES BEFORE CONSTRUCTION BEGINS. w ° i«, DLL /�1 TT 4 LOT SHORT PLAT T 10/26/2013 1 =20 ��► �- Cl TY OF e e 21 D DUWALL AMC Book DA 7W � RENTON o o M- PAGE �w DWG R ML am Planning /Building /Public Works Dept. >� �000�rar ° ° H ° AGE FRONTAGE ° A 5 � 18 IiA N N N A , tj _ N r _ r ' rr,- I L F i� O IMAM Q d W OO O 0 e 0 PREFERRED EmmWEERma, fl-1Z—Cc CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 8957 DISTRICT UNE RD PH (360) 661 -6656 CONAL BURUIGTON, WA 98233 NO. REVISION BY R 5E., W.M. M� � P /L= CLEARING LIMITS FRONTAGE IMPROVEMENTS A 04 CLEARING LIMITS mm� Erosion Control Notes 1. These notes shall appear for all projects — site improvements, surface water utility, wastewater utility, water utility, and transportation plans: 2. Before any construction or development activity occurs, a pre— construction meeting must be held with the City of Renton, public works design engineer. 3. The Boundaries of the clearing limits and areas of veggtation preservation as prescribed on the plan(s) shall be clearly flagged by survey tape or fencing in the field prior to construction in accordance with Appendix D of the Surface Water Design Manual and observed during construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant /ESC supervisor for the duration of construction. 4. Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as constructed wheel wash systems or wash pads, may be required to ensure that all paved areas are kept clean and track out to road right of way does not occur for the duration of the project. 5. All required sedimentation /erosion control facilities must 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 erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and /or construction is complete and potential for on —site erosion has passed. The implementation, maintenance, replacement and additions to erosion /sedimentation control systems shall be the responsibility of the permitee. 6. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities 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 permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 7. Approval of this plan is for erosion /sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 8. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1st trough March 30th) or seven days during the dry season (April 1st tough September 30) shall be immediately stabilized with the approved ESC cover methods (e.g., seeding, mulching, plastic covering, etc.). 9. Wet season seasonal erosion and sediment control requirements apply to all construction sites clearing between October 1 and March 30 inclusive, unless otherwise approved by the City through an adjustment process. 10. Cover measures will be applied in conformance with Appendix D of the Surface Water Design Manual. 11. Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7) days. 12. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within 24 hours following a storm event. 13. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment —laden water into the downstream system. 14. During the time period of October 1st through March 30th, all project distributed soil areas greater, that are to be left un— worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 15. Any permanent retention /detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration system, the temporary facility must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review. 17. Provide approved dust control measures. 18. Provide vehicle wheel wash area at the discretion of the TESC supervisor. 19. Erosion Control measures shall be updated in the field as necessary. (NOTE: EROSION CONTROL MEASURES SHALL BE SUBJECT TO FIELD MODIFICATION BY THE CITY INSPECTOR AS NEEDED. ) 368719 CITY OF RE ON Approved by: I / ;. PJ 0.- Approved by: — °;A Approved by: Approved by: nom: fio Date: /Z4 Z4 Date: Date: NOTE: IX. UTILITIES ARE APPROXIMATE ONLY CALL 1- 800 - 424 -5555 BEFORE DIGgNG do POTHOLE UNKNOWN EX. ununes effoRE coNSrRUCrion BEGINS. 1 =20 A CITY OF e e 210 DDMMQLL AWE Book ��Trnr R E N TO N D e o D PNX DHAWENG CODE �. �•a vos DW( R ML sM � Planning /Building /Public Works Dept. IrIMMM CONS7RUC70N EROMON CONTROL PLAN 'T OF' I I A N N N N A,4 �J 0 - 1 r 4 t, �1 6.� Z � Q v � W 4 OI N.W. 1/4, SEC. 15 T 23N., RGE 5E., W.M. P E PREFERRED ���D���Q��� g 1 REVS PER CITY COMM LDK 2012/09/11 � 00 w i �j�' 2 REVS PER CITY COhN1El�(T'S LDK 2013/02/ Cass'sJf'�� 3 REVS PER CITY COMIMM LDK 2013/06/ CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 4 WLARS LDK 2014/03/ A Ceite4 R s� I w s m wt k s r i N0. REVISION By DIM APPR �1111110 . REFER TO DETAILS ON SHEET LA -02 SHEET LA -02 DATUM ELEY6391.01 Yt i'xl -�cq Vt 4m-1 _ NE 41h 5t 4th St r'� 401 3 f 4 t Willow Mt 9UillM Cass'sJf'�� #b oti•: Ssw � � �3r�es E.cMe WE 3*d P A Ceite4 , wt k s r i a�E s E U60 Mai NE B.ry �':F 1E 3fd St NF. 2ts[tt ran m NE 2na Ps sin e210leIn, i ... _. N£ 2n8'SA � r� NE 2nd St 14 2" Sit `E 21W &I ME I++ A m' Qy e m NE Ist Pt in N 151 $.t SE 1340 8t NE wj C4' SE fist Pi "�` '' � c� and 9 : +r •t.� G �rAG,�+tS� Pies Px � 4 � af E>w iE 2no =' o at 2m FPI SE 2aid F'1 SE tad P: SE 13W Sit krd," "j tae z fi VICINITY MAP NO SCALE n SCALE: 1 " =20' MENNINEENE I 20 to o zo so CITY OF RENTON Approved Date: zo/q Approved by: Date: Approved by: Date: Approved by: Date: NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1- 800 - 424 -5555 BEFORE DIGGING do POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. STATE OF 314 WASHINGTON REGISTERED LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 368720 �► CITY OF DEM�7 4 L07 pLA7 0 3/A/20 14 210 OoeDDM�/IG°QLL AWE DaQ nM'I��JC� C��Df� �Q�1D�C�QG°�C� p�GJI� Ox DWL A 4 tJ J � O h s rl �, tJ v < f < ti G j CrJ d 1 1 446 J 0nn L5 G� d a WO W 0. O d FRAME AND VANEp ®RATE :.),%k x14 BAR m+ Y-: P ='fit (r 4L G►r T �#V1 z i BAR FK)OP3 R)R I -4E cHT RECTANGULAR ADJUSTM4WT SECTION f _ k +illeiM REOUgNGi SECTION ✓T F 6, 93 3AR - EACH CORNER r:3 3AR , FACH i OF Y , t j. s3� &X k AAY PRECAST SASE SECTION .. rJ-F rT'.ir T O N.W. 1/4, SEC. 15 TWP, 23N., RGE, 5E., W.M. PIPE ALLOWANCES IM1AXiMf,IrM PIPE MA'T'ERIAL IirF11JF ' u r DIAMETER r. w FRAME AND VANED ORATE x SIP ST . SPEC., I ,1' STS., r L(.. .k`a 2 "i ri'AM Tk'4t(a6 *r >A' NOTESg q !\ L y K y 2 L s "RSA' . A% Klterra;ativrrs rebar shown lr� fhr. PRECAST BASE T1s ss.- Err'a.._.F AAd'.AL.r :rfF. RA:pFSFC.Tit"r1+T ..US1- SECTION, 4bers T lace a :r r t 1 to the Standarr�t S � ��r�tir�r+s'1. ;�r' B +._., C, ; -. , r A,< TO TUE Bt,�TT: ��1: RFA � F TF � . _ . a ADJIUS"1""I'riIENT SECTION wee Mesh tt���rag a �rirlLtrr area of 0,1 ;2 s+�Lrare Irar�'I�es perfrt shall ,�.t�ps.�,�.N s�,, C: be used With the Inillknium re[;,taiTk rt rebar sI°rowui iv the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall rv)l be, placed in the knockouts- 2. The knockout dluTmeter snail not be, greater tl-tan 26". Knockouts snal have a wall ft--kness of 24 minirrurr. to 2.5< maximum, Provide a 15; rrik*liras gap tiatwef -n the. wa1 and Me otjt P' of the' pipe, Atter the pipe Is Installed, Till the 9a ;p with k)t rrIorlar In accorc£anc },fit' Standard SpecAcati t 9 -04.3. :3. Tho ma.x.ittlr. m derith fnorr, the f111ishI e§. grade v.) the it3wost pk,* invtirl sh,a1 be, 5', 4. i he frarne and grate u ist be in t affect with the tTar$ n sawn. The Precast Base Section may have a rounded floor, and the malls may tae sk�oe(1 at a rate of E .*24 C >r, ,;ttmp r, 6. The opening shall be measured at the top of the precast tease set;tim 7. AN pickup tl A?s sf:arll be grouted full after the basin has btxw3 placed. BASE SECTtNQ!t1+1 8. AM grate rings rings and castings synail be set to mlod r accordance �Ot.? Standard e.31�Tecflcallon a7�"f ,3, ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 1 L Si'D. PLAID -- 200.10 4' WN - l' OVERFLOW DEPTH 1' DEPTH 2'- 4' ROCK OUTFLOW CHANNEL IF -- - g I : CONSTRUCTED BY 3-7 Z SETTLING DEPTH 5'MAX 1.6 SEMAENT STORAGE FILTER FABRIC FENCING V DEPTH 314'- 1 -112' WASHED GRAVEL CROSS SECTION NTS ' 5- SEDIMENT STORAGE 7 SFTTWG DEPTH & 1' 7FPTH OF 21-4' ROCK, 1' DEPTH OF 3/4' -1 12' WASHED GRAVEL. NOTE: MAY BE GC: NS I RUC:- I ED BY EXCAVATION OR BY BUILDING A BERM . i. A m Ali. V +/ �+ P1-R[1(-.1 WORKS SEDIMENT TRAP - �;N1p MARC i I >"UUi3 CITY OFAENTON Approved by: Date: t U SI+ NoIIt- 4 STD .'`:. 4. ,:. °' CATCH BASIN INSTALLATION. PLAN - 202.00 .� SIT'; 7 T"'TT H T" A- M 1 vs &A JM 4X4" Tk J {S�S J R�YL 7�PE� NOTES Provide two slots In the grate that are very aligned 1 with the holes in the frame. Lo; adon of bog -down slots varies arrona 0111enent rtanufaC %,rers. ISOMETRIC 2 Refer to Standard SUedfir_abon 9-05.15;2) for acdidonal requirements. Use oNy on sags ar,-i vertical cLirbs locations. 4 UNess otherwise sIaecifled, vaned grates shall ne used with standard frame In the travel way, gutter or shoulder. var>ed grates shag not he located within crossroads. Use varied grates alorig rolled curbs. RECTANGULAR BI- DIRECTIONAL 3TD. PION - 204.30 VANED GRATE I�h;l�:.:f•l•�11 ,�,I. `. 4 (r5 1�5rr 8r ' T �XA 1,200 250mm NOTES .i 1. THL 00VL1' OR GRATING Of-- A CATCH BASIN SHALL NOT d I 2 'AVI, 46' ' AM, BE GROUTED TO FINAL GRATE UNTIL THE FINAL liq 4 CAM. ELEVATION O THE P \T.MENT, .GUTTER. DITCH. OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED AND UNTIL PERMISSION THEREAFTER IS i iMI N BY IHt` ENGINEER TO G€�CaU i OR GRAT wG Ito i y- 84" or W" E'LAT SLAB TOP PLACE IN ACCORDANCE SMITH STANDARD SPECIFICATION T 7 -05.3. 2. SHIMS SHAt L NOT ICE USFLl "`0 SIFT FRAME TO GRADE. SHALL IKA; FLY THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT 1,4 11,1111VA -. i, j .rwi.r RINGS AND BRICKS PRIOR TO PLACEMENT. " (Ty-'-: - TYPICAL t tTATKIN 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS d - -- -------------------- ______..x___S___F ARE STAGGERED TO CREATE A RUNNING BOND OR TZ" FLAT SLAS TOP t ,APTJRFD S aw;1D THE RUALS BOND. ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 1 L Si'D. PLAID -- 200.10 4' WN - l' OVERFLOW DEPTH 1' DEPTH 2'- 4' ROCK OUTFLOW CHANNEL IF -- - g I : CONSTRUCTED BY 3-7 Z SETTLING DEPTH 5'MAX 1.6 SEMAENT STORAGE FILTER FABRIC FENCING V DEPTH 314'- 1 -112' WASHED GRAVEL CROSS SECTION NTS ' 5- SEDIMENT STORAGE 7 SFTTWG DEPTH & 1' 7FPTH OF 21-4' ROCK, 1' DEPTH OF 3/4' -1 12' WASHED GRAVEL. NOTE: MAY BE GC: NS I RUC:- I ED BY EXCAVATION OR BY BUILDING A BERM . i. A m Ali. V +/ �+ P1-R[1(-.1 WORKS SEDIMENT TRAP - �;N1p MARC i I >"UUi3 CITY OFAENTON Approved by: Date: t U SI+ NoIIt- 4 STD .'`:. 4. ,:. °' CATCH BASIN INSTALLATION. PLAN - 202.00 .� SIT'; 7 T"'TT H T" A- M 1 vs &A JM 4X4" Tk J {S�S J R�YL 7�PE� NOTES Provide two slots In the grate that are very aligned 1 with the holes in the frame. Lo; adon of bog -down slots varies arrona 0111enent rtanufaC %,rers. ISOMETRIC 2 Refer to Standard SUedfir_abon 9-05.15;2) for acdidonal requirements. Use oNy on sags ar,-i vertical cLirbs locations. 4 UNess otherwise sIaecifled, vaned grates shall ne used with standard frame In the travel way, gutter or shoulder. var>ed grates shag not he located within crossroads. Use varied grates alorig rolled curbs. RECTANGULAR BI- DIRECTIONAL 3TD. PION - 204.30 VANED GRATE I�h;l�:.:f•l•�11 ,�,I. `. 4 (r5 1�5rr 8r ' T �XA 1,200 250mm !.?-. -VIP . r � f J: P TED LA 111 _ 12' MN a1 %r 1 .. °1 ST" T "It,) 03 RAR S F. lots.-{ i r.. S• RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION 1.0 As an acceptac4e alternative to ret)ar, wire rresh having a rrinirnurr area of 0.12 square inches per foott ma be Lised t€ar adjustfrrent sections. MISCELLANEOUS DETAILS FOR "D. K" - W4.60 DRAINAGE STRUCTURES .i ?0' A 24" 2 'AVI, 46' ' AM, liq 4 CAM. s � FE*WL i y- 84" or W" E'LAT SLAB TOP T sr =, BARS, ,4i- 6 ' Nt SHALL IKA; FLY 2',D' 44', y r�, 1,4 11,1111VA -. i, .rwi.r " (Ty-'-: - TYPICAL t tTATKIN x FOR ACCESS AND STEPS d - -- -------------------- ______..x___S___F TZ" FLAT SLAS TOP t ,APTJRFD S aw;1D THE RUALS f' � aC A STRAW R•D[ LS LAST Ek ,2. ECCENTRIC COME SECTION 48 ", 54", or 60" FLAT SLAB TOP '"Of ` Ai C &iD q !.?-. -VIP . r � f J: P TED LA 111 _ 12' MN a1 %r 1 .. °1 ST" T "It,) 03 RAR S F. lots.-{ i r.. S• RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION 1.0 As an acceptac4e alternative to ret)ar, wire rresh having a rrinirnurr area of 0.12 square inches per foott ma be Lised t€ar adjustfrrent sections. MISCELLANEOUS DETAILS FOR "D. K" - W4.60 DRAINAGE STRUCTURES iIVE STAKE �' _ •fit 4 i, I NOTIIIS 1' ` s AKE ' 1. CONOlIM OF USE Y. IEfOTES 1.1. SEEDING SHALL. BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVF REACHED rINAt. GRADE OR THAT'>Alt. L. REMAIN I. CONDITMN OF USE UNWORKED FOR MORE THAN 3U DAYS. 1.', clLASTIC CGVERIHG MAY BE JSED ON CFIST JRBE D ARE11S THAT REQUIRED COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. VEGETATION -LINED CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETA -ED SHOULD BE INSTALLED BEFORE MAJOR ' 2 =ILASTIC IS PARTIC"JLARLY JSErUL FOR PROTECTING :UT ANfi I =,.L SLOPES AND STOCKPILES. EARTHSh'ORK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX 1 BFMi 1.3. CLEAR nLAST C SHEETING MAY BE USED OVER, AREA,-, TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS , .3 RETENTION! OFTENTION PONDS SHALL BF SFEDFO AS REQUIRED. GRO73TH. CL FA4 Pi.ASTIC SHOJI. ^ NOT AF FOR THIS PURPOSES 0URING THE SUL4MER MONTHS 1.4 AT THE CITY'S DIISCRFTION. SEEDING WITHOUT MULCH DURING THE DRY SFAS( -)N LS At I OWED FVI-N THOUGH IT Wilt T AKi- W-)RF 1,4. THIS t.'FTHOD S -AIL INIOT BE USED UPS, 00F OF ,AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUt+IOPF. SUCH AREAS MCLvDE STEE-> AND THAN SEVEN DAYS TO DEVELOP AN EFFEC'1VE COVER. :JNSTABLE St-o r)ES "'.5. AT THE BEGINNING OF THE WET SEASON ALL DISTURBANCES AREAS SHALL BE REVIEWEI✓ TO IDENTIFY WHICH ONES CAN BE SEEDED 2. DESIGN AND INSTALLATION SPEC ICATiDNS IN PREPARATION FOR THE WINTER RAINS, DISTURBED AREAS SHOULD BE SEELA U WIIHIJ A WEEK OF 81-GINNING CAE- THE Wf I 21, ZLASTIC, SHEETING SHCjLJLD HAVE A MINIMUM T*- iCKNESS OF C.t 3 MILLIMETERS. SEASON. AT FINAL SITE STABILIZATION. ALL DISTURBED AREAS NOT OTHERWISE VEGLTAT ELT OR STABILIZED SHALL BE SEEDED AND 2.2- F FROSION AT THE TOT` OF A St OPF IS t IKRI Y A DRAM=, 8ERM RIPRAP OR OTHER SUITABt E PROTFCTION SHAt-1 BF NSTAII ►J AT THE TOF MULCHED. CP- f H" SLOP - IN ORDI- -R 1 0 I Hi- VEt,(X- 1 Y Oi- H JPKTt`F - 2 DESIGN AND INSTALLATION SPECIFICATI)NS 3. MAINTENANCE STANDARDS 2.'. THE BEST TRAE TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAY BE SEEDED BETWEEN T()kr4 sH ETS MOST BF KFPL.At'ED AND f3PFN = rttiAfiS IZEP.WIF{Et:. JULY 1 AND AUGUST 31 BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROIN' ADEQUATE COVER. AREAS �,9AY ALSO BE SEEDED J. }. it T +tL ?.ASIIt ULGINS TO ULTL'if URATI_ UIL F ULTRAVIOL.E i RAL)IATIUN. IT MOST 5E COMPLETELLY REMOVLO ANU RLPLAC -D. DURING THE WINTER MONTHS BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNOCUVER DUE TO COLD 13. WHEN THE PLASTIC IS PAC LONGER NEEDED. IT SHALL BE COMPLETELY REMOVES. TEMPERATURES. 22. TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMEC THAT ALL REQUIRED SURFIACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 23. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. 2.4, IN GENERAL, 10- 20- 20N -P -K FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER .ACRE. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOUL TO DETERMIINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO- PHOSPHORUS FERTILIZER. 2.5. THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING 2.5.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3H:' V 2.5.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED 2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRE"101% IF GRASS GROATH IS EXPECTED TO BE SLOW. THE SOULS ARE HIGHLY ERODIBL -E DUE TO SOIL TYPE OR GRADIENT. -HERE IS A WATER BODY CLOSE TO THE DISTURBED AREA. OR SIGNIF=ICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS '011-1- PROVIDE EHI-ECTtVE COVER 2.5.4, MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSFFDING. 2,6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED. HYDROSEEDING VATH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. HYDROSFFDING WITH WOOD FIBFR MUL CH IS ADFQUATF DURING 7HF DRY SEASON. DURING THE WAFT SFASON, THE APPLICATION RATE SHOULD BE DOUBLED- IT MIGHT BE NECESSARY IN SOME APPLI%ATIUtiS TO INO:1_UDE STRA'lJ 41'T. H THE WOOD FIBER. BUT THIS CAN BE DETERMINED TO GERMINAT10N. 2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOUL AMENDMENTS. GOOD OUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERA;.L SOII. QUALITY. MOST NATIVE SOILS WILL. RFQtARF CTHE ADDITION OF A INCHES OF WELL - ROTTED COMPOST TO BE TILLED INTO THE SCAL 10 PROVK)E A GOOD QUALITY TOPSOIL. i 1 M. Pt" - 213.30 ,y c: 3 K. STRAW WATTLES i STD. PLAN - 213.40 PLASTIC COVERING 1. + , ,i,.l'','T`.I1 "�T Approved by: Date: PREFERRED �(1V��U�J�LSU11Qr�9 Lk-t=c Approved by: Date: CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON WA 98233 Approved by: Date: NO. REVISION r. . C, NOTEGe S=OS ` SPAC+!VG: � MA)L ON'DPEN IiI.JNS 4 MAX. ON AR =AS. 2. -MC1.S T DEPTH, AS MUC- 131i-C" :'IRROL 14C AS H ABRIC; r'tEiOVE t; J'J4131. 3. 00NDINO MAX. 2-- ATTACk t CRIC TO UPSTREAM SIDE Or 7'06T. DRIVE OVER AC-+ SIDE G- S LT F -W-> 2 1 n 4 TINIFS ri;r(T H[ *-VICE, EXERTING WC-1.5.1. OR GREATER 5. W, M 0,RF T' IAN 21*- OF A .W-' FABRIC f.[.i. tVv'F[: ABOVE 5, VIBRATORY PLOW IS NCT ACCFnTABLE 8 wrl"A ;5F ,)F HORIZONTA ."Um '. _. .. 1�i i'C "eTA,, J-4$r:i Pt, %T soAu 1 ~ =20' Imo= ", �� CITY OF RENTON MINIM NIM R m Nim Planning /Building /Public Works Dept. F INIF a1IR Shall satlll< n000llwla�r F " I ATTACHMENT DETAIL& 1. GATHER FA RIC AT POSTS. IF NEEDED. 2. UTILIZE THREE TIES PER'OST, ALL WITHIN TOP fi" OF FABRIC. 3 POSIT ON EACH TIE DIAGONALLY PUNCTLHNG HOLES VERTiC:ALLY .A WIINIMUM OF t' APART. HANG EAC TIE ON A POST NIPPLE AND TIGHTEN SECURF-IY, L:SE CABLE TIES (50 LBSi 0- SO-"r YVIRE. WXL C* SL ` -t N.ck: FL 0A lu . it SILT FENCE INSTALLATION STD. R" - 214.10 BY SLICING 368722 DEWITT 4 L07 SHORT PLAT • 210 DUWALL AWE = • • DRAWING CODE 1 SURFACE WATER STAN DARD DETAILS CJ ti FE*WL SHALL IKA; FLY y r�, A& -T SEL,PAE%T OR(CAhiCUAT?ER, r` � AA^ NArvf sF-am ARE t ,APTJRFD S aw;1D THE RUALS f' STRAW R•D[ LS LAST Ek '"Of ` Ai C &iD q CCL T 6i RS iIVE STAKE �' _ •fit 4 i, I NOTIIIS 1' ` s AKE ' 1. CONOlIM OF USE Y. IEfOTES 1.1. SEEDING SHALL. BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVF REACHED rINAt. GRADE OR THAT'>Alt. L. REMAIN I. CONDITMN OF USE UNWORKED FOR MORE THAN 3U DAYS. 1.', clLASTIC CGVERIHG MAY BE JSED ON CFIST JRBE D ARE11S THAT REQUIRED COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. VEGETATION -LINED CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETA -ED SHOULD BE INSTALLED BEFORE MAJOR ' 2 =ILASTIC IS PARTIC"JLARLY JSErUL FOR PROTECTING :UT ANfi I =,.L SLOPES AND STOCKPILES. EARTHSh'ORK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX 1 BFMi 1.3. CLEAR nLAST C SHEETING MAY BE USED OVER, AREA,-, TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS , .3 RETENTION! OFTENTION PONDS SHALL BF SFEDFO AS REQUIRED. GRO73TH. CL FA4 Pi.ASTIC SHOJI. ^ NOT AF FOR THIS PURPOSES 0URING THE SUL4MER MONTHS 1.4 AT THE CITY'S DIISCRFTION. SEEDING WITHOUT MULCH DURING THE DRY SFAS( -)N LS At I OWED FVI-N THOUGH IT Wilt T AKi- W-)RF 1,4. THIS t.'FTHOD S -AIL INIOT BE USED UPS, 00F OF ,AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUt+IOPF. SUCH AREAS MCLvDE STEE-> AND THAN SEVEN DAYS TO DEVELOP AN EFFEC'1VE COVER. :JNSTABLE St-o r)ES "'.5. AT THE BEGINNING OF THE WET SEASON ALL DISTURBANCES AREAS SHALL BE REVIEWEI✓ TO IDENTIFY WHICH ONES CAN BE SEEDED 2. DESIGN AND INSTALLATION SPEC ICATiDNS IN PREPARATION FOR THE WINTER RAINS, DISTURBED AREAS SHOULD BE SEELA U WIIHIJ A WEEK OF 81-GINNING CAE- THE Wf I 21, ZLASTIC, SHEETING SHCjLJLD HAVE A MINIMUM T*- iCKNESS OF C.t 3 MILLIMETERS. SEASON. AT FINAL SITE STABILIZATION. ALL DISTURBED AREAS NOT OTHERWISE VEGLTAT ELT OR STABILIZED SHALL BE SEEDED AND 2.2- F FROSION AT THE TOT` OF A St OPF IS t IKRI Y A DRAM=, 8ERM RIPRAP OR OTHER SUITABt E PROTFCTION SHAt-1 BF NSTAII ►J AT THE TOF MULCHED. CP- f H" SLOP - IN ORDI- -R 1 0 I Hi- VEt,(X- 1 Y Oi- H JPKTt`F - 2 DESIGN AND INSTALLATION SPECIFICATI)NS 3. MAINTENANCE STANDARDS 2.'. THE BEST TRAE TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAY BE SEEDED BETWEEN T()kr4 sH ETS MOST BF KFPL.At'ED AND f3PFN = rttiAfiS IZEP.WIF{Et:. JULY 1 AND AUGUST 31 BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROIN' ADEQUATE COVER. AREAS �,9AY ALSO BE SEEDED J. }. it T +tL ?.ASIIt ULGINS TO ULTL'if URATI_ UIL F ULTRAVIOL.E i RAL)IATIUN. IT MOST 5E COMPLETELLY REMOVLO ANU RLPLAC -D. DURING THE WINTER MONTHS BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNOCUVER DUE TO COLD 13. WHEN THE PLASTIC IS PAC LONGER NEEDED. IT SHALL BE COMPLETELY REMOVES. TEMPERATURES. 22. TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMEC THAT ALL REQUIRED SURFIACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 23. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. 2.4, IN GENERAL, 10- 20- 20N -P -K FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER .ACRE. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOUL TO DETERMIINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO- PHOSPHORUS FERTILIZER. 2.5. THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING 2.5.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3H:' V 2.5.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED 2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRE"101% IF GRASS GROATH IS EXPECTED TO BE SLOW. THE SOULS ARE HIGHLY ERODIBL -E DUE TO SOIL TYPE OR GRADIENT. -HERE IS A WATER BODY CLOSE TO THE DISTURBED AREA. OR SIGNIF=ICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS '011-1- PROVIDE EHI-ECTtVE COVER 2.5.4, MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSFFDING. 2,6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED. HYDROSEEDING VATH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. HYDROSFFDING WITH WOOD FIBFR MUL CH IS ADFQUATF DURING 7HF DRY SEASON. DURING THE WAFT SFASON, THE APPLICATION RATE SHOULD BE DOUBLED- IT MIGHT BE NECESSARY IN SOME APPLI%ATIUtiS TO INO:1_UDE STRA'lJ 41'T. H THE WOOD FIBER. BUT THIS CAN BE DETERMINED TO GERMINAT10N. 2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOUL AMENDMENTS. GOOD OUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERA;.L SOII. QUALITY. MOST NATIVE SOILS WILL. RFQtARF CTHE ADDITION OF A INCHES OF WELL - ROTTED COMPOST TO BE TILLED INTO THE SCAL 10 PROVK)E A GOOD QUALITY TOPSOIL. i 1 M. Pt" - 213.30 ,y c: 3 K. STRAW WATTLES i STD. PLAN - 213.40 PLASTIC COVERING 1. + , ,i,.l'','T`.I1 "�T Approved by: Date: PREFERRED �(1V��U�J�LSU11Qr�9 Lk-t=c Approved by: Date: CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON WA 98233 Approved by: Date: NO. REVISION r. . C, NOTEGe S=OS ` SPAC+!VG: � MA)L ON'DPEN IiI.JNS 4 MAX. ON AR =AS. 2. -MC1.S T DEPTH, AS MUC- 131i-C" :'IRROL 14C AS H ABRIC; r'tEiOVE t; J'J4131. 3. 00NDINO MAX. 2-- ATTACk t CRIC TO UPSTREAM SIDE Or 7'06T. DRIVE OVER AC-+ SIDE G- S LT F -W-> 2 1 n 4 TINIFS ri;r(T H[ *-VICE, EXERTING WC-1.5.1. OR GREATER 5. W, M 0,RF T' IAN 21*- OF A .W-' FABRIC f.[.i. tVv'F[: ABOVE 5, VIBRATORY PLOW IS NCT ACCFnTABLE 8 wrl"A ;5F ,)F HORIZONTA ."Um '. _. .. 1�i i'C "eTA,, J-4$r:i Pt, %T soAu 1 ~ =20' Imo= ", �� CITY OF RENTON MINIM NIM R m Nim Planning /Building /Public Works Dept. F INIF a1IR Shall satlll< n000llwla�r F " I ATTACHMENT DETAIL& 1. GATHER FA RIC AT POSTS. IF NEEDED. 2. UTILIZE THREE TIES PER'OST, ALL WITHIN TOP fi" OF FABRIC. 3 POSIT ON EACH TIE DIAGONALLY PUNCTLHNG HOLES VERTiC:ALLY .A WIINIMUM OF t' APART. HANG EAC TIE ON A POST NIPPLE AND TIGHTEN SECURF-IY, L:SE CABLE TIES (50 LBSi 0- SO-"r YVIRE. WXL C* SL ` -t N.ck: FL 0A lu . it SILT FENCE INSTALLATION STD. R" - 214.10 BY SLICING 368722 DEWITT 4 L07 SHORT PLAT • 210 DUWALL AWE = • • DRAWING CODE 1 SURFACE WATER STAN DARD DETAILS CJ ti no 0 0 N, Q d G� LAJ �O W 3 O a d �lr Y 4 0 SvVkI L BE PA`VED TC -C E W 14' P xIC, R T l INSTAI H A I Ij o Cs ' I# -� r IT IS rtrl C li9E z THA THE E,NTP A S.,° E BE +`s a., i .>..(R � 4A;T RUNL,)f•T €TTLH4ENS O ` ltiE PAD uvSTALL :A4, /EAgky CULVERT W 7-4ERE LS A ROA 51D£ UTDI PRESENT AS 'ER ('f -Y ROA7) STAkCAP S Y� 4' S' 0,-App", SPAL -S -1 r 1� hilh, T-•K.ANES5 a Rtr•V JE ^&,..�L.1... iACDTa(OL NOT" M,RE,SS _ GRESS AREA 1. CONOfiION OF USE CONSTRUCTION ENTRANCE SHALL. BE STABILIZED WHEREVER TRAFFIC VVILL BF WAVING A CONSTRUCTION SIT F ANC TRAY =LING O PAVED ROADS OR OTHER FAMED AREAS MT-41N 1.000 FEET OF THE SITE. PAR TEk-S ;f '7 RF9 %GT "i- i,ASTV "5s7Jj ?[Y,PSI NA4f, ►tA B ? LN S: d L L C+N G.a' P__ N (A. 'M JW� 32 3OCr r4kx v4 tLEN 81_45 S- Rt4GT► ;A'Tr.'D?:zb ,A AYTPSI M!tN 2ti4= S 1'AN. P A R U S1E V; S:ZEI L DESIGN AND WSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SJBSTTTUTED FOR OR COMBINED WITH QUARRY SPALLS IN ,ARES THAT VALL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR: NiAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS F THE HOG FUEL IS NOT PREVENTING SEDIMENT FRONT BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC To THE CONSTRUCTION TRL..1CTION E.' TRANCI° , 2.3. WHENEVER POSSIBLE THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUDG R I .E, THIS CAN St, BSTANXIAL..LY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE, I MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCM WITH THE SPECIFICATIONS, 32. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEI'<,I AL.T'FRINATIVE WASURES TO DEEP THE STREETS FREE O;: SEDMNENT SHALL BE USED. THIS MAY 104CLUDE STREET SWEEPING. AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE 0%STALLATION OF THE WHEEL WASH. IF WASHING 1S USED, IT SHALL BE DOME ON AN AREA COVERED MTH CRUSHED ROCK AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTE D BY SWEEPING SHALL BE REMOVED OR STABILIZED Ot� SITE. THE PAVEMENT SHALL 1407 BE CLEANED BY WASHING DO'NN THE !31REFT. EXCEPT %MEN, SWEEPING IS INEFI =ECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY 70 01AS(° THE STREETS. A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO'T "HE SUKIP'WH RE IT CAN BE CONTROLLED ANU DISCHARGED APPROPRIATELY, 3.4. ANY OUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHAL_ BE REMOVED PAMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CON- STRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC N.W. 1/4t SEC. 15 TWP. 23N., s.. uAx. DR SAG : tRAX E i TR M ,[ t .. GRA r E:J- kdAPO, c i SFD F ENT AAD C EBR: { DvERF_OW BYPASS Y1 , 3ELC* N_ET GRIN* C)EVGE i ' SLOPES DRANAGE GRATE E R.UCT AN : U.,AR GRA.' L CSHO'04N RETRIEVAL S"STEM (TYP.; NOTES 1, Size the Below Inlet Grate [device (BIGO) tur the stc im water s ructure It WIN Service. 9 Tie BIGD shah have a built -in *h -flow relief sYsieni (overlicw bypass). It The retrieval sys` n must :alk)w re,rnoval of we BIGD solfiraq the collected material. 4. �e4ore -i v'ai !ena=x;e it) accvr; arice wit') Stardar' Sic Raton 8-01.3(15}. RGE. 5E., W.M. RIOCK MUST COMPLE'E_Y CCVER THE SCI TOM ANC &DE-S OF T-L- D TCH ■ 6' M +N INMES 1. CONDITION OF USE ? .1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON - EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1, AN" SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTCREG TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOJRING AND EROSION OF THE BED AND BANKS. IF 50DURING AND EROSION HAS OCCJRRED, AFFECTED AREAS SHALL BE PROTECTED BY RF'RAP OR AN EROSION CONTROL BLANKET. . F -- 215-10 3'!'D. PLAN - 218.30 STD. PLAN -17.4U I ( CHECK DAMS SPACING AND STABILIZED ► I : ° ,'a t CATCH BASIN FILTER }, i CONSTRUCTION ENTRANCE _ _ : �. I I [ °1 .`_IF;` `I' _..........._.... _...... _........_.._ i'1FF'�, _. .%�F,�'r CROSS SECTIONS 11 II Surface Water Standard Plan Notes 1. These notes shall appear on projects for the surface water utility. 2. Before any construction or development activity occurs, a pre- construction meeting must be held between the City of Renton plan review section and the applicant. 3. All design and construction shall be in accordance with the Renton Municipal Code (RMC), the latest edition of the Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission or variation from the above requirements found in this plans. all corrections shall be at no additional cost to the City. 4. Approval of this road, grading, parking and drainage plan does not constitute an approval of any other construction (e.g. domestic water conveyance, sewer conveyance, gas, electrical. etc.)The surface water drainage system shall be constructed according to the approved plans, which are on file in with the City. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 5. A copy of these approved plans must be on the job site whenever construction is in progress. 6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and no work on Sunday is allowed, unless otherwise approved with a written decision by the City of Renton. 7. It shall be the applicant's /contractor's responsibility to obtain all construction easements necessary before initiating off -site work. Easements require City review and approval prior to construction. CITY OF NTON Approved by Approved by: Approved by: Approved by: Dade: Date: Date: 8. Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that meet all requirements of Chapter 4 of the Surface Water Design Manual are submitted to the City of Renton. 9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. Reference benchmark and elevations are noted on the plans. 10. Any dewatering system necessary for the construction of stormwater facilities must be submitted t11. All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor. 11. All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor. 12. Open cutting of existing roadways for non - franchised utility or storm drainage work is not allowed unless specifically approved by the City of Renton and noted on these approved plans. Any open cut shall be restored in accordance with the City of Renton trench restoration standards. 13. All sedimentation /erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on -site erosion has passed. 14. All retention /detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 15. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C ", with the exception of PVC pipe. 16. Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better inside and outside. PREFERRED LStIVGI1NL+ ERfi (G,9 fl-L-C CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 M RMSM BY 17. All drainage structures, such as catch basins and manholes shall have solid locking lids. All drainage structures associated with a permanent retention /detention facility shall have solid locking lids. 18. Building and other structures shall be placed in accordance with Table 4.1 Easement Widths and Building Setbacks Lines. 19. All catch basin grates shall be depressed 0.10 feet below pavement level. 20. All driveway culverts located within City of Renton right -of -way shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 409 passing; and less than 2 inch rock / 10 - 20% passing. 21. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for those lots approved for infiltration by the City. Stub -outs shall conform to the following: a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free - flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. b. Outlets on each lot shall be located with a five - foot -high, 2" x 4" stake marked "storm" or "drain ". The stub -out shall extend above surface level, be visible, and be secured to the stake. awll■1�11 soEs AXIS FtB M! Lae it 1111NL R8 Ir Iler os �IVI DiATE APPR � '0AL110101°"""'r 1 0 =zo• R- 368113 b. Outlets on each lot shall be located with a five - foot -high, 2" x 4" stake marked "storm" or "drain". The stub -out shall extend above surface level, be visible, and be secured to the stake. c. Pipe material shall conform to underdrain specifications described in Chapter 4 of the Surface Water Design Manual and, if non - metallic, the pipe shall be placed in a trench with a tracing wire above or other acceptable detection. d. Private drainage easements are required for drainage systems designed to convey flows through individual lots. e. The applicant /contractor is responsible for coordinating the locations of all stubout conveyance lines with respect to other utilities (e.g. power, gas, telephone, television). f. All individual stub -outs shall be privately owned and maintained by the lot home owner. g. Storm drainage pipe systems shall not penetrate building foundations, except for sump pump discharge lines used to drain crawl spaces, provided the sump pump system includes backflow prevention or a check valve. 23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the development site must demonstrate one of the following: The existing duff layer shall be staged and redistributed to maintain the moisture capacity of the soil, OR; Amended soil shall be added to maintain the moisture capacity. 24. Proof of liability insurance shall be submitted to the City prior to construction permit issuance. 25. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and /or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 26. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with thenormal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1 -07 -23 Traffic Control shall apply. 27. Project located within the aquifer protection area (APA) shall comply with Special Requirement #6 of the Surface Water Design Manual and Aquifer Protection Regulations (RMC 4 -3 -050). STRUCTURAL NOTES. 1. These plans are approved for standard road and drainage improvements only. Plans for structures such as bridges, vaults, and retaining walls require a separate review and approval by the City prior to construction. 2. 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 right -of -way shall be constructed in accordance with City Standards. Rockeries outside of road right -of -way shall be constructed in accordance with the International Building Code. DD EW77 4 LOOT SHOU°�7 G°_LQ7 08/04/2013 •� CITY OF 22100 DDUWALL AMC WW RENTON , o e o o M- PAGE � G�Q�i Ii 0 �l C� C� O D C� .�I..1. Planning /Building /Public Wors Dept. DWG SURFACC WATER STANDARD DDCTADLS 2 'T2 of 1f _ 4 Q -NNNNAP F rJ v - 1 r - W j all (3 m CL 4 Z7 > C=7 .p O O� 00 W 0 U W .J a a Wo 0 o i 13.000 �rry OF RkN1 Approved by: Approved by: Approved by: Approved by: N.W. 1/4, SEC. 15 TWP. 23N., RGE, 5E., W.M. 0 10.500 4'x12" RED E FORM TRENCH DRAIN WrS Date: Date: Date: Date: . U U .00 12.25 A. Grate retaining clips are included with each drain. Removeable for easy cleaning. B. Standard grates are constructed from 3/16" steel bars. Cast iron and heavy duty grates are also available. C. Components are arc welded for maximum strength. D. Drain sections bolt together for easy installation. L. Open bottom in Red -E -Form drain allows on -site grading, eliminates the need for sloped footers. F. Roll formed construction provides consistent quality and strength. G. Each drain is dip - coated for lasting protection. H. Anchor clips make positioning easier, prevent heaving under extreme conditions. I. Installation requires no footers or forms. Install with a single pour. Easy installation. Completed Red -E -Form trench drain units bolt together so that the entire system can be connected before being positioned in the drain trench. This ensures fast, easy installation, provides more rigid support and allows greater control in placement. No multiple sloping. Unlike many other trench drains, the Red -E -Forth system does not require multiple surface sloping. Since the drains are bottomless to allow on -site grading, you have unlimited grade /distance potential. Therefore, you can run a single drain the entire length of the trench drain area and eliminate the need for multi- sloping. Single pour installation, no footers or forms. Because the drains are produced with an open bottom. the need for sloped footers and forms is eliminated. All you need to do is position the assembled system in the trench. and pour and grade as you go. You make the footer, form and grade with one pour. And that saves you time, money and r- raterials. Anchor clips: an added benefit. Anchor clips keep the counponetnts M position during installation and prevent the system from heaving - even under the Inost exh -emc W11C11 the job is conip1cle. TRENCH DRAIN INSTALLATION NIM o i � 0 7.125 13.000 4'x6" RED E FORM TRENCH DRAIN- WS 6.000- 0 0 0 R- 368125 4.180 1 C� r r -W 0�0 J 4 PREFERRED EN89NEER��I 39 L� L� D awra�eAM � 1 =20 No `'arumm DA 7W A �� CITY 0 F RENTON Planning /Building /Public Works Dept. D E l�1 77 4 L�Oo 7 S H O rRi 7 rP° LA7 08/04/2013 e e �....� �� 00 DMMQ�L� AWE eooK D ° e CODE ""' PE DG�Q�U �l� .r.. �. DWG T CR IE N C H DD RA N D IETN U 14 OF 1 8 r, � CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 8957 DISTRICT UNE RD PH (360) 661 -6656 BURUNGTON, WA 98233 M! ,mac jW��� worm" RB NO. REVISION BY DATE APPR A INININ NIAIP C� r r -W 0�0 J 4 H H a PLANT LEGEND Botanical / Common Name Carpinus betulus 'fastigiate' / COLUMNAR HORNBEAM Fraxinus latifolia / OREGON ASH Potentilla fruiticosa / SHRUBBY CINQUEFOIL Helictotrichon sempervirens / BLUE OAT GRASS Size 1 1/2" CAL. 1 1/2" CAL. 5 GALLON 1 GALLON 5 GALLON 1 GALLON 1 GALLON 1 GALLON 5 GALLON N.W. 1 /4, SEC. 15 TWP. 23N., RGE. 5E., W.M. uantit 7 2 28 25 22 77 22 35 6 1 GALLON O 24" O.C. TRI SP. 2 GALLON 27 2 GALLON 35 Cistus ladanifer / CRIMSON SPOT ROCKROSE 34 2 GALLON 16 Approved by: 0— Santolina chamaecyparissus / LAVENDER COTTON � 0 ` Comus sericea 'Kelsey's / KELSEY DW. RED TWI G DO WOOD a Q �) Calamogrostis x acutillora Karl Foerster / KARL FOERSTER FEATHER REED GRASS d d Symphorocarpus albus SNOWBERRY E 1: :1 Arctostaphylos uva -ursi / KINNIKINNICK BIOSWALE PLANTS ® Hemerocallis 'Happy Returns' / HR DAYLILY 0 Carex elata 'Aurea' / BOWIIES GARDEN SEDGE Dechampsia caespitosa 'Northern Lights' / NL TUFTED HAIRGRASS Ju n cu s effu su s / SOFT RUSH Size 1 1/2" CAL. 1 1/2" CAL. 5 GALLON 1 GALLON 5 GALLON 1 GALLON 1 GALLON 1 GALLON 5 GALLON N.W. 1 /4, SEC. 15 TWP. 23N., RGE. 5E., W.M. uantit 7 2 28 25 22 77 22 35 6 1 GALLON O 24" O.C. TRI SP. 2 GALLON 27 2 GALLON 35 2 GALLON 34 2 GALLON 16 BIOSWALE PLANTINGS y 4" POTS O 18" O.C., TRIANGULAR SPACING, PLANT EVEN NUMBERS OF EACH SPECIES Carex obnupta / SLOUGH SEDGE Scirpus microcarpus / SMALL FRUITED BULRUSH Carex stipata / SAWBEAK SEDGE Juncus tenuis / SLENDER RUSH LANDSCAPE NOTES 1. DO NOT DIG BEFORE LOCATING UTILITIES. 2. SUBGRADES, INCLUDING BERMS, TO WITHIN 1 /10TH FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. 4. APPLY 6" DEPTH TYPICAL 3 -WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS OTHERWISE NOTED. 5. APPLY 3" DEPTH MEDIUM /COARSE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GROWTH. 6. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFORESEEN FIELD CONDITIONS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 7. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. 8. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. 9. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARD FOR NURSERY STOCK, LATEST EDITION. 10. ALL MASS PLANTINGS SHALL HAVE TRIANGULAR SPACING. WHERE MASS PLANTINGS ABUT A HARD EDGE BEGIN FIRST ROW WITHIN 8" OF HARD EDGE 11. ALL MASS PLANTINGS ARE CONTINUOUS THROUGHOUT PLANTING BED. IF NO SYMBOL IS SHOWN, REFER TO PLAN NOTE AND /OR PLANT LEGEND. 12. SPECIFIED PLANT SPACING IN PLANT LEGEND SUPERSEDES SYMBOLS SHOWN ON PLANTS. CONTRACTOR IS RESPONSIBLE TO REVIEWING PLAN SET AND CLARIFYING ANY QUESTIONS PRIOR TO BIDDING. 13. STREET TREE LOCATIONS AND QUANTITIES ARE APPROXIMATE AND SHALL BE ADJUSTED PER FINAL DRIVEWAY AND UTILITY LOCATIONS. 14. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. PLANTING IN HEAVY SOILS REQUIRES ADDITIONAL DRAINAGE PROVISION. SEE TREE PLANTING DETAIL THIS SHEET. 15. STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1 /2' MINIMUM ABOVE GRADE OR AS OTHERWISE NOTED. 16. STREET TREES NEAREST INTERSECTIONS SHALL CONFORM TO LOCAL SIGHT DISTANCE REQUIREMENTS. 17. HOMEOWINERS' ASSOCIATION SHALL BE RESPONSIBLE FOR WATERING AND MAINTAINING THE STREET TREES AND PLANTINGS ALONG THE PROJECT FRONGTAGE AND ALONG THE PRIVATE ACCESS TRACT. 18. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWINER. 19. ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES TO BE REMOVED AFTER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE REPLACED AND RE- STAKED PER THE DETAIL. AT NO ADDITIONAL COST TO THE OWNER 20. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. P pG°�CLG°�GLD E ��c o���ao��g fl=/Z-c CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 8957 DISTRICT LINE RD PH (360) 661 -6656 BURLINGTON, WA 98233 Comments Full, balanced branching, B&B Full, balanced branching, B&B W W N 2" MAX. AMEND NATIVE SOIL W/ - 6 DEPTH 3 -WAY MIX PLANTING SOIL UNDISTURBED GROUND - 12" MIN. FOR (MOOD STAKES & 18" FOR REBAR f%T ♦ 9%1 r ER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE &WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH FINE BLEND BARK MULCH FERTILIZER TABLETS (4 -21 GRAM- 20 -10 -5) t ' W t -• t • f �. ` 4 /j �`_-0 i `�I_c %:� /_�`�l� • • � 2x R001EALL WID7H �IN HEAVY SOILS, AUGER 8 "x6' DEEP Q HOLE (OR THROUGH HARDPAN) FlLL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING 8c STAKING DETAIL STAPLE /-TREE REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE AND WIRE TIES, SEE DETAIL ABOVE 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN 2" SETTLED DEPTH FINE GRADE BARK MULCH NOT TO SCALE AMEND NATIVE SOIL WITH 6 DEPTH 3 -WAY MIX TOPSOIL SLOW RELEASE GRANULAR FER71UZER (OSMOCOTE OR EQUAL) SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIFEROUS TREE PLANTING & STAKING DETAIL NOT 10 SCNi t REVS PER GIY (XkdM9llS 2 REVS PER CfIY COINENfS 3 REVS PFR CfIY COMMOlIS 4 MriARS sac 2o12 /os />> � sac 2o1a /o2/ �OK tnu 2o13 /os/ iac you /a3/ � UK er DATE I At 18 =2W e* sii .ws rw.■.r A A 1 /2 DIA. OF PLANT OR AS SHOWN ON DRAWING PLANT 1" HIGHER THAN IN NURSERY FINISH GRADE EDGE OF PAVING OR PLANTING BED SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE P, Fla! wk I PRUNE DISEASED AND BROKEN BRANCHES REMOVE TOP 1 /3 OF BURLAP 2" SETTLED DEPTH FINE GRADE BARK MULCH FERTILIZER TABLETS (4-21 GRAM -20 -10-5) AMEND NATIVE SOIL WITH 6" DEPTH 3 -WAY MIX TOPSOIL COMPACT AND WATER THOROUGHLY -FIRM NATIVE SOIL MOUND � z. Roore,ui ion+ � SHRUB PLANTING DETAIL NOT TO SCHE 2x2 PINE TREE STAKES — Approved b SET STAKES PERPENDICULAR Approved by: TO PREVAILING NAND Approved by: INSTALL "TREE BOOT" OR Approved by: ARBORGARD IN LAWN AREAS. o W PLANT TREE 1 " -2" HIGHER THAN IN NURSERY ` WATERING BASIN AMEND NATIVE SOIL W/ - 6 DEPTH 3 -WAY MIX PLANTING SOIL UNDISTURBED GROUND - 12" MIN. FOR (MOOD STAKES & 18" FOR REBAR f%T ♦ 9%1 r ER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE &WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH FINE BLEND BARK MULCH FERTILIZER TABLETS (4 -21 GRAM- 20 -10 -5) t ' W t -• t • f �. ` 4 /j �`_-0 i `�I_c %:� /_�`�l� • • � 2x R001EALL WID7H �IN HEAVY SOILS, AUGER 8 "x6' DEEP Q HOLE (OR THROUGH HARDPAN) FlLL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING 8c STAKING DETAIL STAPLE /-TREE REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE AND WIRE TIES, SEE DETAIL ABOVE 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN 2" SETTLED DEPTH FINE GRADE BARK MULCH NOT TO SCALE AMEND NATIVE SOIL WITH 6 DEPTH 3 -WAY MIX TOPSOIL SLOW RELEASE GRANULAR FER71UZER (OSMOCOTE OR EQUAL) SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIFEROUS TREE PLANTING & STAKING DETAIL NOT 10 SCNi t REVS PER GIY (XkdM9llS 2 REVS PER CfIY COINENfS 3 REVS PFR CfIY COMMOlIS 4 MriARS sac 2o12 /os />> � sac 2o1a /o2/ �OK tnu 2o13 /os/ iac you /a3/ � UK er DATE I At 18 =2W e* sii .ws rw.■.r A A 1 /2 DIA. OF PLANT OR AS SHOWN ON DRAWING PLANT 1" HIGHER THAN IN NURSERY FINISH GRADE EDGE OF PAVING OR PLANTING BED SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE P, Fla! wk I PRUNE DISEASED AND BROKEN BRANCHES REMOVE TOP 1 /3 OF BURLAP 2" SETTLED DEPTH FINE GRADE BARK MULCH FERTILIZER TABLETS (4-21 GRAM -20 -10-5) AMEND NATIVE SOIL WITH 6" DEPTH 3 -WAY MIX TOPSOIL COMPACT AND WATER THOROUGHLY -FIRM NATIVE SOIL MOUND � z. Roore,ui ion+ � SHRUB PLANTING DETAIL NOT TO SCHE NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1- 800 - 424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. R- 368116 w 1 ua= �, CITY OF DE n��� oo DNJW �L QM[Ep�Q� a�/�ot4 D,�� � RENTON D GQMNO CO DC FALEv —sar. of Pm m ih q^fi&qVPuhft rMor opt. tJ 0 CITY OF RENTON Approved b Date: 1 �� Approved by: Date: Approved by: Date: Approved by: Date: NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1- 800 - 424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. R- 368116 w 1 ua= �, CITY OF DE n��� oo DNJW �L QM[Ep�Q� a�/�ot4 D,�� � RENTON D GQMNO CO DC FALEv —sar. of Pm m ih q^fi&qVPuhft rMor opt. tJ 0