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HomeMy WebLinkAboutTED4003446.60 U Z m 0 1< Ln w J U En 0 a W x x 00 0 U N 00 I �00 O � 0 g 9 � 3 O U ' a a in w CD n­ n Q 0 Q 0 LL_I Q CK Q Q n J W U Q W Q W CD Q I 1 m z Q I O m a a a ow om W om � 3 v y w I N O U Q of D_ m Q w Q 0 __TjT m z 0 w o- KEY NOTE 1m 28' WIDE TYPE 1 CEMENT CONCRETE DRIVEWAY ENTERANCE STA: 2+37.35 1' MIN. 10' UPPER 12" OF SUBGRADE TO BE COMPACTED TO 95% OF MAXIMUM DENSITY 20' OR 26' PRIVATE ACCESS EASEMENT 2.0% A PORTION OF THE NW ?4 OF THE NE ?4 OP SEC. 15, TWP, 23N., ROE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 30 SSMH #6, TYPE 1 48"0 STA: 40+58.67, 5.04' RT RIM= 419.73 w/SOLID LOCKING LID Ali IE = 413.06 8"0 IN (N) IE = 413.06 8"0 OUT (SW) aau pOoM S 28 PRIVATE STORM DRAINAGE EASEMENT �1 � I 1 i 6b; _ lmoi ill �v Tam �= ® • ` :WRAP A �11 3, T'fPE 2+32.79, LT l 2 9 13 I 20 LF PERT. v" _ R PVC LAID ON E �i� 3 I J I --]SURFACE @ 0.00% 1 I Q �W/ CAPPED END j O 00 SSMH #6, TYPE 1 48"0 w 430 + STA: 40+58.67, 5.04' RT 1 c� 430 RIM= 419.73 w/SOLID LOCKING LID w Q II IE = 413.16 8"0 iN (N) Cn0 Q� Q 428 v~i IE = 4? 3.0E R"0 OUT (SWl CD 428 Cnn FINISHED PROFILE @ II II CD w Lid 426 ¢ O CENTERLINE OF ACCESS! Q 4, CD z + 426 O EXISTING PROFILE @ Y Y � o CN CENTERLINE OF ACCESS' w w + a' Of Q C 14 �Y 424 SDCO 2 °w° w C n 424 Z J STA: 40+61.02 o Q N w 6' RIM = 419.59 CD [if z n w MIN. 422 IE 415.59 422 \ 2.17q 420 420 j,�qf 96 LF " _2.0007 S40,,0, 418 12 CPEP SD ® 35 LF 12 -- - - 418 2.14,T CPEP 58 LF 12" S 0 CPEP SD 416 I ®1.677 416 94 LF 8„0 SS @ �.94q O 2" ASPHALT CONCRETE PAVEMENT, CLASS 414 62 414 B, WSDOT 5-04 STA: 41 +52.31 (F 8 RIM = 421.76 4" CRUSHED SURFACING TOP COURSE, 412 IE = 414.98 CB 13, TYPE 1 SS @ 6 412 SDCO 1 S og WSDOT 4-04 STA: 40+29.54 0.68' LT STA: 41 +54.95,\� 5.00 RT STA: 4i+52 31 O LT 0 NOTE : DEPTHS ARE COMPACTED THICKNESS 410 STA: 41+54.95 RIM= 419.19 0 410 RIM = 421.82 IE= 414.97 12"0 IN (N) IE = 417.64 IE= 415.47 6"0 IN (E) 408 IE= 414.97 12"0 OUT (S) 408 SSMH 2, TYPE 1 48"0 PRIVATE ACCESS ROAD 406 STA: 14.67' LT 406 O RIM= 419.03 w/SOLID LOCKING LID 419.03 w SECTION PROPOSED GRADE @ IE = 409.59 8"0 IN (NE) CB 11, TYPE 1-L 404 CENTERLINE OF ACCESS IE = 409.59 8"0 IN (SE) STA: 39+82.10, 29.54' RT 404 NOT TO SCALE EXISTING GRADE IE = 409.49 8"0 OUT (W) RIM= 418.41 CENTERLINE OF ACCESS IE= 414.00 12"0 IN (NE) 402 IE= 414.00 12"0 OUT (S) 402 o� rn Loco 't- o_rn 00 �'� �� �o rn L .- r- N 0o � \� O O O 0� O 0 oo ai r_ �N� C14N� 41+60 41+20 40+80 40+40 40+00 PRIVATE ACCESS RD PROFILE SCALE: 1" = 40' HORZ 1"= 4'VERT VERTICAL DATUM CITY OF RENTON, NAVD 88 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 w FEET (121.719 METERS) z o w z 14 I� 15 ICI 9 40 ��nd dad .� CB 4 TYPE 2 48"0 I I STA: 8+10.05, 15.22 LT 16 , CB 12A, TYPE 2, 48"0 10' PUB STORM R INAGE EASEMENT 10 STA: 30+13.28 Z' 12A C_ ��`' C E 2 48"0 CB TYPE 2 48"0 -� STA: 32+03.37 STA: 33+02, 79 CB 11 TYPE 1_--L - - - STA: 39+82.10, l - b12 -----X 20 29.54 RT 12 TYPE2.48"0 G TA: 30+81.04 AH #2, TYPE 1 48"0 STA: 2+19.67, 0.95' RT IM= 419.03 w /SOLID LOCKING LID E = 409.59 8"0 IN (SE, NE) 18 17 E = 409.49 8"0 OUT ('W) I (PLAN VIEWi 1"=40' 422 EX. GROUND PROFILE CENTERLINE OF PIPE 420 Q FINISHED GROUND PROFILE o CENTERLINE OF PIPE Q 418 - 416 414 8� �F - _ - �2, 0 SD ® 412 4, pp� 0 410 7?p CF,?b 408 0 SQ ®S ¢0� 406 404 " STA: 30+13.28 RIM= 417.62 IE= 412.54 12"0 IN (Ni 402 IE= 412.54 12"0 IN (E) IE= 412.54 12"0 OUT(SW) " STA: 30+81.04 400 w/ SOLID LOCKING LID RIM= 417.80 CRj8. TYPE 2 48-0 IE= 409.86 12"0 IN (NE) STA: 32+03.34 398 IE= 410.36 6"0 IN (N) w/ SOLID LOCKING LID IE= 410.36 6"0 IN (E) RIM= 411.75 396 IE= 409.86 120 OUTS) IE= 403.38 12"0 IN (N) IE= 403.38 12"0 IN (W) IE= 403.38 12"0 OUT(S) 394 DETENTION J I TRACT A I SEE SHEET C-9 CB#4, TYPE 2 48"0 STA: 33+38.46 RIM= 410.46 IE= 402.75 12"0 IN (E) IE= 402.75 12"0 IN (W) IE= 402.75 12"0 OUT (N) " STA: 33+02.79 w/ SOLID LOCKING LID RIM= 410.20 IE= 396.38 12"0 IN (N) IE= 396.38 12"0 IN (S) - _AE__ 396.38 12"0 OUT (W) GRAPHIC SCALE 0 20 40 80 u w 0 422 420 418 416 w w N 414 0 N z 412 s 410 408 406 404 402 400 398 396 394 EX. GROUND ELEVATION CENTERLINE OF PIPE O - O ,-- O - O ,_.J O O N �-� CD . ice CDCD ,� CD_. O - N t.h `-: � _ O CDc.0 0 O O O �. CDr� CD CD -, CD O O -. O '-: (p - ao 00 00 r; � cti _ co -' � = It-' CD"' CD o 0 0 CD =_ - 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 33+60 INTERNAL DRAINAGE LINE PROFILE SCALE: 1" = 40' HORZ 1"= 4'VERT CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date !1 A .) ZAA11i Date lv-tl Date R3qq608 NO. I REVISION 46 ,3 F BY I APPR. I DATE ( IN FEET ) 1 inch = 40 ft. _,SCE SE 160 STORM DRAINAGE PIPE TABLE 16 LF 12"0 CPEP 0 0.50% ® 36 LF 12"0 CPEP 0 17.69% ® 100 LF 12"0 CPEP 0 7,00% �9 130 LF 12"0 CPEP @ 5.06% 11 79 LF 12"0 CPEP @ 1.85% 9© 120 LF 12"0 CPEP @ 5.40% 12A 67 LF 12"0 CPEP @ 4.00% j3 58 LF 12"0 CPEP @ 1.87% 13A 35 LF 12"0 CPEP @ 1.77% 13B 96 LF 12"0 CPEP @ 2.14% A. S w SCHWEHM & 32223 ♦ AssoclAm, nw SIONAL CIYL A PROJECT MANAGEIENT y�V 705 SOUTH 9TH STREET Bus: (253) 272-4451 t71 SUITE #303 Fax: (253) 272-4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklOnsn.com CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE STORM DRAINAGE PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 051 DRAWN: TAS SCALE: 1" 40' FIELD BOOK: PAGE: CHECKED: BAS APPROVED: SHEET: C-8 OF: 23 DIRECTOR OF PUBLIC WORKS