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HomeMy WebLinkAboutR-368717NOTE: '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