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HomeMy WebLinkAboutR-3693083rn co CY) O 40 LLI > 30 N v, o� 20 a a m m 10 O z m 0 T 0. O VI 40 30 20 10 -20 .................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................. ......: ......: EXISTING GRADE :. .....................................................................................................I........................ .................................................................................................... ............................................................................................................................................................................................ ---== DR1-SD1, CB TYPE 1 ------ ......... ------ -..... -------- ------- ....... . ...................................... W/ BEEHIVE GRATE ... ... ... .... ....... ... ....... ....... ... ....... ....... ....... ___ ..:::.......:::.......:::.:::...:::.......:::.......:::.......:::....... .. ....... ....... ... ....... _ -------- ---------- --- _ - --------- -------- STA „S" 15+91.20 24.9' RT ( ) ::: .:...:.. ... ... ... ... ... ... ... ---- .....- -. ... ---._ - ... ------- RIM= 8.88 PROPOSED GRADE .......................................................................................................................................................................... IE (E) = 6.10 (12" HDPE) ® CENTERLINE "S" LINE :. ....................................................................................................................................................................... :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::....:::::..... ......... ........................................... 11 LF ® 0.90%............................................................................................................................................................. ........................................ .......... ......................................................................................................................... ..................................................................................................... ................ 12" HE......................................... .. ... .. ........................................................................ .............................................................. ...................................................... ............................................ ......................................................................... ................................... ................................. .. ........ ::::::. 150 .................................................. LF ® 5.23".............................................. .. ... .................... .. . 150 LF @ 0.87% ::::::::::::::::::::::::::::::: .::::.. 12' HD......::::: ....: .. .... ..... 148 L F @ 1.02% ::::::: ..... - DR1 SD2 CB TYPE 2 - 60 .... 12 " HDPE 12 " PEPP W COMBINATION INLET / ........................................... ................................................. STA "S' 16+01.94 27.7' RT ................................... DR2-SD1, CB TYPE 1 ......................................... ................................................................. RIM = 9.44 IE (E) = 3.50 (12" HDPE) STA "S" 17+50.00 29.1' RT ( ) ...... ; : DR2-SD2, CB TYPE 1 STA "S" 19+00.00 (29.1' RT) . ............... IE (N) = 5.86 (12" HDPE (FUTURE PHASE)) :::::::: RIM = 10.21 IE (E) = 5.11 (12" PEPP) RIM = 11.90 ........................ IE (W) = 2.50 (24" HDPE (FUTURE PHASE)) :::::::: IE (N) = 5.51 (12" HDPE) IE (E) - 6.91 (12" HDPE) :::.. . IE (W) = 6.00 (12" HDPE) IE W = 5.01 12" HDPE ( ) ( ) IE (N) = 6.91 (12" HDPE) " :::: : : : : : : IE (S) = 1.60 (24" HDPE) ...... W = 6.41 1 PEPP) E ( ) ( 2 E ) ....... ....... ....... FEDAID: STPUL-1276(004) HPP-1276(005) a S�Tr4 OAI�EGQ6gARpWING! N o r i�Fr0t�Dlfi TF01y R4�as57RORMI�A1g1U�1t�� J REtlAlWNMCDRO�?+��C zI�Es! NOTES: 1. STORM DRAIN INVERTS ARE MEASURED FROM CENTER OF STRUCTURE. 40 2• ALL FRAMES AND LIDS SHALL BE OF LOCKING TYPE PER WSDOT STD PLAN B-30.10-00. 3. CB TYPE 1 PER WSDOT STD PLAN B-5.20-00. 30 4. CB TYPE 2 PER WSDOT STD PLAN B-10.20-00. 5. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 20 6. VANED GRATES PER WSDOT STD PLAN B-30.30-00 7. COMBINATION INLET PER WSDOT STD PLAN B-25.20-00 8. PIPE ZONE BEDDING AND BACKFILL FOR STORM SEWER PIPES PER WSDOT STD PLAN B-55.20-00. D � 9. BEEHIVE GRATES SHALL BE OLYMPIC FOUNDRY INC PART NO n SM60BH OR EQUIVALENT. 10. SOLID LIDS AT CATCH BASIN TYPE 1 STRUCTURES PER r WSDOT STD PLAN B-30.20-00. z IT DENOTESSTORMDRAIN 7DENOTES STRUCTURE NUMBER -20 DWG NUMBER PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT) DENOTESUNDER DRAIN STRUCTURE NUMBER 7DENOTES DWG NUMBER PSX-PSX DENOTES PUMP SYSTEM 40 ao 40 ao ao STRUCTURE NUMBER �`DENOTES DWG NUMBER 30 30 EXISTING GRADE " " " " 30 30 30 _____: ______ EXISTING GRADE PROPOSED GRADE ----- ® CENTERLINE "S" LINE PROPOSED GRADE `: 20 20 @CENTERLINE "S" LINE 20 20 ,,,,,,,,, ,20 DR2-UDO6 DR2-UD01 ... ..... ......... ......... ...... 10 10 .... .... ......... ....... 10 10 .... .... ......... ...... 10 31 IF @ 2.67% 31 LF @ 2.56% 12" HDPE 12" HDPE DR2-SD2, CB TYPE 1 0 0 0 0 0 STA "S" 19+00.00 (29.1' RT) DR2-SD1, CB TYPE 1 RIM = 11.90 STA "S" 17+50.00 (29.1' RT) IE (E) = 6.91 (12" HDPE) DR2-SD5, CB TYPE 1 RIM = 10.21 DR2-SD4, CB TYPE 1 IE (N) = 6.91 (12" HDPE) -10 -10 . WITH SOLID LOCKING LID _10 IE (E) = 5.11 (12" PEPP) -10 WITH SOLID LOCKING LID -10 "S" IE (W) = 6.41 (12" PEPP) STA "S" 17+50.00 (2.0' LT) IE (N) = 5.51 (12" HDPE) STA 19+00.00 (2.0' LT) ....RIM RIM = 11.64 IE (S) = 6.34 (12" HDPE) IE (W) = 5.01 (12" HDPE) = 13.32 IE (S) = 7.71 (12" HDPE) -20 ........................... PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT) PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT)STA 17+50 (STA 17+50-LINE) BergerABAM RECORD � AS SHOWN DRAWING 33301 9th Avenue South, Suite 300 - BEE S DATUM Federal Way, Washington 98003-2600 NAS (206) 431-2300 Fax: (206) 431-2250 NO. REVISION BY DATE APPR PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT)STA 19+00 (STA 19+00-LINE) 20 0 2^ ^ Sale R-369383 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction DRAINAGE PROFILE"P- 1 „_____ SHEET I