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HomeMy WebLinkAboutWWP2703446.50 U 0 Z m R 0 0 J EL W w x a z w 00 N o v I ocy) Y z Lc -))I U U 0 Z w® 9 Li 3 a a O U) w 0 n- n o� 0 z ry w < v z cry c� � Q w U z � � Q 0 w w wl m w T n Q z Q V) V) Q ova I � om W Wm U 2 Y O w Q w U U Q m m m I � Q Q i o i VERTICAL DATUM O Cn CITI` OF RENTON, NAVDD 88 w ry BENCHMARK CITY OF RENTON BENCHMARK §2104. 1" IP W/PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340 FEET (121.719 METERS) O Z HEW 'oO s u� M A PORTION OF THE NW !4 OF THE NE ?4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 0I SSMH #6„ TYPE 1 48"0 STA: 40+58.67, 5.04' RT 430 RIM= 419.73 w/SOLID LOCKING LID Q IE = 413.16 8"0 IN (N)Lo cyi 428 can IF = 41.3 f1R R"m 01IIT (qW) o+ __ � w FINISHED PROFILE @ n II CENTERLINE OF ACCESS 426 Q CD cn I,a o EXISTING PROFILE @ Y ClIj CENTERLINE OF ACCESS 424 II SDCO 2 m' STA: 40+61.02 LLJ RIM = 419.59 Qf 422.E IE = 415.59 c, 420 418 96 LF 12,0 CPEp SD 416 94 8 0 SS @ 1.949, 414 SSCO #1 8" ® Q) IJ Y m W � w v Q Lu 430 Lu H J n z 428 o D (N w + 426 O _ � CD �M Q N v Q n 424 >< 35 12» — — ? PEP 2� SD 8 12 PEP , n @ 6/Z 422 4210 418 416 414 STA: 4121.76 RIM = 421.76 �0 S 412 IE 414;98 S ® 412 CB 13, TYPE 1 S6py , SD( z STA. 4u+2 .54, 0.68' L T 410 STA. 41+54.95 410 RIM- 419.19 Q RIM = 421.82 IE — 417.64 IE— 414.97 12"0 IN (N) 415.47 CO IN (E) 408 = 4114 2"0 OUT 408 SSMH #2, TYPE 1 48"0 STA: 39+96.60, 14.67' LT 406 RIM= 419.03 w/SOLID LOCKING LID 406 PROPOSED GRADE @ IE = 409.59 8"0 IN (NE) CEN RERLINE OF ACCESS " CS 11, TYPE 1 404 IE = 409.59 8 0 IN (SE) # 404 EXISTING GRADE @ IE = 409.49 8"0 OUT (W) STA: 39+82.10, 29.54 RT CENTERLINE OF ACRIM= 41&41 CESS 402 IE= 414.00 12"0 IN (NE) 402 IE= 414.00 12"0 OUT (S) ro o��� -r— —p o� co o o; 'ei a'ai 41+60 41+20 40+80 40+40 40+00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 1" = 4' VERT PLAN VIEW 1"=40' CHECKED FOR COMPLIANCE TO,,�ITY STANDARDS . - tt Date GRAPHIC SCALE 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEWER PIPE TABLE © 62 LF 8"0 PVC SDR35 D3034 @ 5.60% 6A 94 LF 8"0 PVC SDR35 D3034 @ 1.94% SANITARY SEWER SERVICE TABLE �J1 S1UB l' 1, ION AT I��L,t:i NATION AT END OF IE AT IE END i STATION SERVIC E MAIN OF SERVIC E 0+4L STA: 4' 4 7, 2N, -' - R� — srA: 00 S STA: 41+5; 5.00' CALL • BEFORE HOURS •• , �. � NO. REVISION I BY I APPR. I DATE C °, t N. S IVA SCHWEIEL & ASSOCIATES, Pu c 32223,E CIVL ENGINEERGIG A PROJECT MANAGEMENT �sTONAL 705 SOUTH 9TH STREET Sus. (253) 272-4451 SUITE #303 For (253) 272-4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklOnsn.com. CITY OF RENTON DEPARTMENT OF PUBLIC )RKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE 04/ 14/08 FILE NAME: 05057-C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C-19 OF: 23 DIRECTOR OF PUBLIC WORKS