Loading...
HomeMy WebLinkAboutR-3687040 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