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HomeMy WebLinkAboutR-412209PDRAIN (� TYPE 1 CB CONNECT TO EX RIM 390 W/ SOLID LID CATCH BASIN TYPE 1 CB IS 389.00 � i 1 RIM 388.0 W/ SOLID LIDTHICKEN OOP 1 BIORETENTION 4 RIM 389.3 /�/) ��� IF 385.5 FACILITY (TYP) e E 388,73 0% CN YARD , � / i /�L 0 LF 8 _ ' 0'W'r C) 4 i 0 CONNECT TO CONNECT TO EX - • -� - FOOTING DRAIN - �- - - � _ -- CATCH BASIN - 5 LIJ - - 72 -LF 8" SD 0 1.3% TYPE I CB f BEEHIVE GRATE r- RIM 3885 El 385A - � BLDG A ' 'TYPE 1 CB - -W/,SOLID LI �• �� .RIM 3920 j ` - - - - 52 ED 8" ED�® 10% IF 38806 ` TYPE 1CH - d RIM 391 421 BLDG B VOL. 62, POS. 22. 23 - INTERCEPTOR DRAIN C6 CONNECT TO WALL AREA DRAIN DRAIN RIM 398,75 IE 396.75 - 1 AREA DRAIN I RIM 401.60 E 399,60 6 _ 8" SD � pl CONNECT CT TO TO 13 LF 8". SD ®1.0%. - - - EX TYPE 1 CB 88 LF 8" SD ® 5.4% .i 4" PIPE OUTLET FROM RETAINING WALL. 8 IF (N) 387A3 1 FIELD ADJUST AS NECESSARY TO DAYLIGHT CONNECT TO -,-,- -,-,. 127TH AVE SE PIPE. PROVIDE RIP RAP AT OUTLET EX TYPE 1 CO 8" IF 394,52 I .000. -8 "PIPE OUTLET' --- WITRIP H 8RA'x7 6 2 POUTFALL I - - PROTECTION _ IF 390.00 1 Y c 1} WETLAND . B ..!.... . --. TYPE I CB SLEEVE 8" SO THROUGH RIM 393.70 - B7' .e6 RETAINING WALL ABOVE FOOTING I - IS 390.80 7 SEE STRUCTURAL PLAN DISPERSION -SLEEVE 8' SD THROUGH 020% AREA RETAINING WALL ABOVE FOOTING, TYPE I CO SEE STRUCTURAL PLAN W/ SOLID RIM '66LF-8" SD RIM 0 IF 39060 \NON i TYPE 1 CB _ W/ SOLID LID 12 LF 8" SD tp A.. RIM 392 4 ® 5C% IS 3889 ��� TYPE 1 CB . .,I - - - W/ SOLID LID RIM 394.0 ' NATIVE VEGETATION - >: f IS 389,50 AREA MIN. AREA REQUIRED 33,000 SF _ 52LF GRAVEL I C6. DISPERSION RENCH -_ I TOUNo RE13AR w/� - ��J CAP '31445" 0.1E OF PROP. COR coterra AP �%- p8 IIA9y� o 4 ENGINEERING PLLC clvlL CONSTRUCTION PERMIT RESUBMITTAL 321 3rd Ave South, Suite 406 ISTC.fie CIVIL CONSTRUCTION PERMIT RESUBMITTAL Seattle, Washington 98104 9,b kec5163 ph 206.596.7115'�annT a°gv CIVIL CONSTRUCTION PERMIT RESUBMITTAL �^°� coterraengineering.com No. REVISION 0 46 Jr 8" SD \ 0 8G% R TYPE 1 CB souD uD� RIM 40120e IE 398,20 140 LF 8" SD 1 26 LF 8 ED i� ® 1.79" 1 3.6%TY13E 2 CB - - -- -- -- - RIM 40000 _ IF 39242 2 1 1 I-. 20 LF 8" SD - 0 1 0% TYPE 1 CB BEEHIVE GRATE RIM 399,50 IE 396,40 BIORETENTION CELL J WITH 6" UNDERDRAIN BOTTOM AREA 43 SF CELL HOT ELEV 399.0 8 LF 8" SD 0 1.0% 24 LE TRENCH DRAIN SLOPE TO DRAIN NORTH �TO DIORETENTION AGILITY C6 RIM 400.20 TRENCH DRAIN J/ RIM 400,20 IF 399,70 BY I DATE I APPR MB DM PA 6FDG C CONNECT TO FOOTING DRI 1 1 45 LF C SD 0 4.0 I I 0-c I I I I I I I 1._20' m k IT �IF NOT ONE INCH DATUM - DOWNSPOUT NN COECTION (TYR) 6. AREA DRAIN RIM 407.25 E 405.25 I I 88 LF 8" SD a 5.1% AREA DRAIN RIM 407.0 IF 4050 I AREA DRAIN RIM 404.8 IE 402.8 AREA DRAIN RIM 403.5 IE 401.5 4" BEEF. PIPE 0.5% MIN. (T P) TYPE I CB I W/ SOLID LID RIM 403.0 E 411,1 TYPE 1 CB W/ SOLID LID RIM 400.00 E 396,20 �12 LFS"SD® 0.8% CONNECT TO WALL DRAIN 111, 60" TYPE 2 CB WITH ROUND SOLID LOCKING LID I RIM 401.00 IF 396.10 FLOW CONTROL STRUCTURE 60" TYPE 2 CS WITH ROUND 2 SOLID LOCKING LID RIM 400.95 6. 8" IS (NW) 392.50 TRENCH DRAIN RIM 400.20 IS 399.45 130 LF 5' OIA RETENTION TANK 6 0010 G) CITY OF RENTON Planning/Building/Public Works Dept. DAnN NAVD 88 I=W#Ikl ® PATIO DRAIN - USE 10" POLYCAST KIDS GRATE OR APPROVED EQUIVALENT ® AREA DRAIN ® e TYPE-1 3 6. -'-- 4" STORM DRAIN STORM DRAIN MAIN 6 --co PIPE OUTLET 6. 0� DOWNSPOUT CONNECTION BIOREN SWALE/PLAN/PLANTER NOTES I- SEE SHEET CI FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND CITY OF RENTON NOTES. 2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND REQUIREMENTS. 3. STORM DRAIN (SD) PIPE SHALL BE PER CDR STANDARD PLANS 220.10 AND 220.20 (DETAILS 5 AND 6 SHEET C6.1). CONTRACTOR CAN SELECT FROM PVC ASTM D3034 SDP 35 (GREATER THAN 3 FT OF COVER) LOPE (GREATER THAN 2 FT OF COVER) OR CITY APPROVED MATERIAL UNLESS OTHERWISE SHOWN SD PIPE WITH LESS THAN 2 FT OF COVER SHALL BE DUCTILE IRON PIPE. 4. STENCIL ALL STORM DRAINS AND STORM INLETS TO CLEARLY INDICATE BRAINS TO WETLAND". 5. PROVIDE DI CASING PIPE ON STORM DRAIN PIPES PASSING THROUGH OR UNDER RETAINING WALLS AND FOOTINGS PER STD PLAN 412. COORDINATE PENETRATION DESIGN AND DETAILS WITH STRUCTURAL ENGINEER. UTILITY CROSSINGS O PIPE 1 IE PIPE 2 IF SEPARATION 1 391.88 (8" SO NW) 390.21 (EX 8" SS S) LOD' 2 390.87 (8" SO NW) 386.88 (EX 18" ED SE) 2.49' 3 396C4 (8- SO NW) 391.31 (EX 8" SS S) 4.06' 4 385.14 (8" SO SE) 378.67 (EX 8" SS SW) 5.80' 5 386.09 (8" SO NW) 378.63 (EX 8" SS SW) 6.79' 6 398AL (BE SO NW) 393.84 (8" SO SW) 3,90' 7 392A5 (8- SO NW) 396.29 (S- SO NE) 3.17' 8 1 392.46 (8" SD SW) 396.26 (8" SO NE) 9 392.53 (8" SD SW) 396.16 (8" SD SE) 2.96' t 1 2 m D i) L LLI a Z 0 U fr U) Z [) U J_ u R-412210 _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS = d DEVELOPMENT ENGINEERING I SURFACE WATER UTILITY MSippo 06/03/2020 jfarah 06/03/2020 z F- F Ir 0 LL LA FORTUNA PH III °"02/13/20 17210-17324 127TH STREET, RENTON, WA RELDa°O _ oa� STORM DRAINAGE PLAN `" C4_ .�