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HomeMy WebLinkAboutR-395705WIN ■NVIA U) W z Cn J J J w a z J CB 2, TYPE 2 60" 3 CONTROL STRUCTURE C1.8 RIM = 169.2 169.1 IE _ 166.8 160.2 CB 1, STORMFILTER 48" MANHOLE 1 W/3-18" ZPG CARTIDGES 169.1 RIM = 169 C1.8 IE(E) _ 168.0-IN 159.9 IE(W) = H57.2 OUT 160.2 FLOW CONTROL AND WO NOTE I92\ PROJECT IS VESTED TO 2009 STORMWATER STANDARDS. FLOW CONTROL FACILITY PROPOSED: DETENTION TANKS REQUIRED SIZE OF FLOW CONTROL FACILITY: 4,415 CF SIZE OF FLOW CONTROL FACILITY PROVIDED: 4,896 CF 146 WATER QUALITY REQUIRED IS ENHANCED, BASIC SW. BUT COVENANT RESTRICTING LEACHABLE MATERIALS WILL BE PROVIDED TO ALLOW BASIC WQ. BASIC WATER QUALITY IS PROVIDED BY: STORMFILTER W/ VORTECHS PRE -SETTLING STORMWATER FLOW CONTROL BMP IS PROVIDED BY: PERMEABLE PAVERS g �1 1ST 'o ovs d IE(N) = 160.0 C1 9 / / REQUIRED FLOW CONTROL BMP (10% OF LOT AREAS): 1,224 SF \ \ \ IE(S) = 166.0 14 00 FLOW CONTROL BMP AREA PROVIDED: 2,805 SF ^ I I op ^ 1 12" OUTFALL 1.5 IE=153.0 SEE ARCHITECTURAL AND LANDSCAPE ARCHITECT PLANS FOR OPEN SPACE & SITE AMENITIES H�� MANIFOLD DETENTION TANKS 103 LF - 8FT CMP TOTAL. SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. SEE DETAILS SHEET C1.7 CB 3, TYPE 2 54" RIM-= 169.5 2 J ISTRUCTURE 4, VORTECHS MODEL 1000 0 - T- - - -- - - - - - -- PRETREATMENT DEVICE RIM = �74.9 174.6 / WALL H = 0'-4' \ \m IE _ 167-9-167.1 V / / SIG F �0 SEE STRUCTURAL / o SUMP = 164.0 I p0 A22 MAN CB5, TYPE 2 48" 11.4 III�I1►1111111�1i111 , �� '-�r►/�j� G ►lqx � N �DETAIL .. #1952 BE FLUSH DRY UTILITIES. DESIGN I PAVEMENT p..... �• I J..�........ M 108FSF w RESTORATIONBY PROVIDERS 11 0 .........Z IA \ \ \ 1 861 SF 7 J WALL W/CURB. H=0'-5' \ \ #1923 �0 4 I I\ SEE STRUCTURAL \" \ GF 1186 9 GF �16 1 5 SEE C1.6 FOR J �� MF 186 ROADWAY PLAN S6 \ \ 0 �57 737 SF \ �76 \J� \ \ REMOVE FILL FROM TOP OF \ \ 1 #1959 a , pQ + ❑ \ \ SLOPE SO THAT RELIEF OF \ 10 \' E 75 1 0 I O\ 2\ \ \ \ >40% IS LESS THAN 15' HIGH \\ \ \ 866 SF 1.7 6 c \ #1929 q •6 .0 2 - \ \ GF $g.9 T�5 as \ \ F MF 4 #1953F I DETAIL 6" SDR35 PVC ROOF DRAIN r' \ GF it I 1 = 10 (22x34) COLLECTOR © 2% MIN, TYP C1.7 3� 4 A83'9 738 SIF COORDINATE DOWNSPOUT CONNECTION 9 C::::... #1947 POINTS W/ARCHITECURAL PLAN \� \\ �909\ SF44 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1" = 20' (22x34) 1" = 40' (11X17) Know what's below. Call 48 hours before you dig. \ #19 5\ .:.: 4 Q �..... GF 1183.9 �? DETAIL Y \ \ M \J :.: :........ OF 808 SF I C1.5 177.5 BUILDINGS PER \ \ \\ 6 #1 ARCHITECTURAL \ \ o.. . O I PAVEMENT RESTORATION NOTE FOR ANY PAVEMENT CUT WITHIN THE PUBLIC RIGHT-OF-WAY, PAVEMENT RESTORATION SHALL BE DONE AS PER CITY OF RENTON STANDARD TRENCH RESTORATION AND STREET OVERLAY STANDARDS. SEE DETAIL 3/C1.6. PE BL 64\ \ \ � ` ,� '� .... + - I/ b PAVEMENT 3 R EA E PAV s6 \ \ r . .................. ,.. GEOTECH N I CAL REFERENCE (FLOW CONTROL�BM ) \ �6 �2� I \ �\ \\ RESTORATION C1.6 ALL EARTHWORK SHALL CONFORM TO THE RECOMMENDATIONS I \ CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT \ PREPARED BY E3RA, APRIL 16, 2016, PROJECT NO. T15034. I \ CB6, TYPE1 \ \ O SPECIAL ATTENTION IS CALLED TO SECTION 4 FOR SITE AND 1 STA 6+30.61, 0.00' _ SUBGRADE PREPARATION. WALL ELM PROVIDED DETAIL Y \ RIM = 179-9G 171 18I T I 1 6 0� SEE STREET LIGHTING PLAN, C4.1, I \ IE _ G-168.03 FOR UTILITY CONFLICT. COORD ' M . RELOCATION W PSE & CITY I I 5 ASPHALT RAMP TO +.' / S D MATERIAL Ni 0 TE 17 .44 I I 6" DOWNSPOUT DRAIN 172.50 FLUSH \� CURB I 3' CLEAR \ Eft ALL \ -BEGINSH CU1','B \ � 7 I I/ G DETAIL Z 1 " - 10' 22 34 ( x ) 04 F NI 6 00 NOTE FROM TABLE 4.2.2.A OF 2009 KCSWDM: 0 ROCK LINING SHALL BE QUARRY SPALLS WITH 0 GRADATION AS FOLLOWS: 0 PASSING 8-INCH SQUARE SIEVE: 100% PASSING 3-INCH SQUARE SIEVE: 40 TO 60% MAX PASSING 3/4-INCH SQUARE SIEVE 0 TO 10% MAX 7' KAIN FnR 1?" Q 1' ROCK LINING THICKNESS PLAN PLACE ROCK ABOVE CROWN ON ALL SIDES OF CHANNEL 1' MIN. 3: 1 BEVEL---- FLOW A 12" OR 18" LCPE Ln FILTER FABRIC LINER DISCHARGE PIPE 0-) UNDER ROCK PROFILE 1 OU TFALL w NOT TO SCALE EX PAVEMENT EDGE : ..; . ;:... f.::;.::;` SD -SD BENCHMARK IS "SMAI" 80 I I I b STORM DRAIN PIPE MATERIAL IS LINED c� I I . ' ` CORRUGATED POLYETHYLENE PIPE LCPE NGS GPS CORS STATION.0 o I I I I I PROS G''II AL P STs , ..: `.. k�l':....1 00 \ SUCH AS ADS N-12. ( ) ELEV = 449.6' R 3 q,�) 7 n,�) d � �N :fl' a N CONSTRUCTION RECORD DRAWING of 6 ADDED AS -BUILT INFORMATION 5 ADD TRENCH PVMT RESTORATION D U N C A N S 0 N 4 CHANGED PERM PVMT DETAIL NUMBER Company, Inc. 3 PER CITY COMMENTS 145 SW 155th Street, Suite 102 2 PER RESUBMITTING SCREENING Seattle, Washington 98166 1 PER CITY COMMENTS Phone 206.244.4141 Fax 206.244.4455 NO. REVISION DAS 10/11/21 HMD LTK 10/13/17 HMD SURVEYED: JMB HMD 9/26/17 HMD DESIGNED: HMD LTK 9/8/17 HMD LTK 7/18/17 HMD DRAWN: HMD LTK 7/12/17 HMD CHECKED: HMD BY DATE AP P R APPROVED: HMD I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAIN SYSTEM SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE DECLARATION IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICES. WE MAKE NO OTHER WARRANTY EITHER EXPRESSED OR IMPLIED. SCALE: SEE PLANS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 NAVD 88 C TY OF vR RENTON Planning/Building/Public Works Dept IN COMPLIANCE WITH CITY OF RENTON STANDARDS >z 0 LLI CD I) LiJ DATE: (n SUNSET'S EDGE TOWNHOMES 5/1/17 GRADING AND DRAINAGE PLAN FIELDBOOK: LLJ PAGE: ' ^ DRAWING NO: Z 701-707 SUNSET BOULEVARD NE, RENTON, WA C1.5 SUNSET'S EDGE TOWNHOMES SHEET: 5 OF:10 DCI PROJECT NO. 15375