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HomeMy WebLinkAboutTED4003446.50 U 0 Z m 0 V) w w 0 a Lu W CL L W x x 00 U r � N � �0 o p U LJ 9 U 3 p W a a o ai W J L� O ry �z z L] Q W � z z n W n Q Z Q W W Q m z Q ry O 0 = Iy CD cn NOTE FOR A STREET CROSS SECTION VIEW OF HOQUTAM AVENUE NE, SEE SHEET C-14. KEY NOTE Z Z 1❑ 15' WIDE TYPE I CEMENT CONCRETE NZo II 0 U DRIVEWAY ENTERANCE, CL STA: 24+01.56 U o �o` f rz� a '! c3 Q V) N a a Q ow w Wm Wm 1L = O G U Q rr m n 4 w Q 0 r CC) Z 0 V) w VERTICAL DATUM CITY OF RENTON, NAVD 88 BECLAN PLACE A PORTION OF THE NW OF THE NE OF SEC. 15,TWP. 23N.,RGE. 5E.,W.M. 4 4 CITY OF RENTON, KING COUNTY, WASHINGTON - - SSMH #5A, TYPE 1 48"0 STA: 23+33,25, 15.00' RT ' BARRIER FREE CURB CUT I I I RIM= 406.57 w/SOLID LOCKING LID SEE DETAIL SHEET C-13 I w I IE = 396.05 8"0 IN (N) I I I INT'X STA:6+65.60 NE 2ND ST. ( Z i IF = 395.95 8"0 OUT (S) I = STA:23+15.39 HOQUTAM AVE NE ' SSMH 5, TYPE 1 48"0 SSMH #1, TYPE 1 48"0 Q I STA: 25+20.21, 15.00' RT STA: 1 +15.00, 5.00' RT RIM= 415.16 w/SOLID LOCKING LID I I I RIM= 417.64 w/ SOLID LOCKING LID Q CB TYPE 1 IF = 407.74 8"0 IN (N) I I E = 408.92 8" IN (E) IE = t395.68 8"0 IN (N) Z I STA: 23+55.64, IF = 408.91 6"0 IN (E) CB 10A TYPE 1 IF = 408.82 8"0 OUT (S) N 19.22 RT ( I STA: 26+80.00, i IF = 407.64 8"0 OUT (S) 15.22 RT INSIDE DROP, INT'X STA: 1+00 NE 2ND PLACE _ E 1 RECHANNEL MANHOLE ° I I CB TYPE 1 I I I STBA1025+40.00, J STA: 24+65.44, 15.22 RT 15.22 RT STA: 27+42.07 HOQUTAM AVENUE NE aqua ppOM - - - - - - CB IOB, TYPE 1 STA: 27+56.80, 18.58 RT Spho ` _ - 26+00 �- 7t27�+00 27+96.76 - --- --- - o en FA _ 1 � �7 O C"I -- --- O ,r- -L - - -- a n I --� ----- ---- z - O --�- - ------------�-� cp W rT1 WETL ND-.k cc BARRIER FREE CURB CUT II - - mI SEE DETAIL SHEET C-13 TRACT B DETENTION 17 18 19 ! s o �I 9 I I 10 PUBLIC STORM DRAINAGE EASEMENT I N i I I I TRACT ,A r I N SEE SHEET C-9 _ _ __ 11 W PLAN VIEW - Z 1"=40' 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 � Z 11 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 394 384 382 380 LOW PT ELEV = 406.60 LOW PT STA = 23+50.66 PVI STA = 23+710.39 wi PVI FI FV = 4f16.3R '¢ A.D. = 9.49 a e K = 5.27 CYU rn n1 50.OD' VC 4J Z� M CV Lr, +C:) cc' N n (/? J _l II w oo 53 LF 8"0 SS @ 0.50% c�0 U7 CD Il) CV oo > m w D\n CTA - 9Ai71Z 2D P\l ELEV = 415.30 A.D. _ -7.49 K = 21.35 CI Lq cc Orl 12" 0CPEP % SD F=% O 126 LF 12"0 CPEPI SD ® 5.22% /II CB#9, TYPE 1 �' STA: 24+65.44, 19.22' RT RIM= 412.92 IE= 409.96 12"0 IN (N) IE= 409.96 12"0 OUT (S) COT S� / $� CB#5, TYPE 1 STA: 2�+55.64, 19.22' RT THRU CURB FRAME & GRATE RIM= 406.25 IE= 403.40 12" 0 OUT (E) SSMH #5A, TYPE 1 48"0 STA: 23+33.25, 15.00' RT RIM= 406.57 w/SOLID LOCKING LID IF = 396.05 8"0 IN (N) IE = 395.95 8"0 OUT (S) M N w � aj w N Q_ ¢ 424 EXISTING GROUND PROFILE @ N Do 4, ZD CENTERLINE OF FUTURE R.O.W �: o ¢ �> II C:j � 422 - FINISHED PROFILE Y Y C> N O ¢¢ CENTERLINE OF FUTURE R.O.W m m +<ro N F_ 420 ¢ ¢ o' oc /12�_--� w C' 1.22%. -2.00 418 416 77LF 12"0 CPEP SD @ 0.64% S_ �1'0_4�- 414 140LF 12"0 CPEP n 412 410 T 217 LF 8"0 SS @ 0.50% O CB 10A, TYPE 1 408 STA: 26+80.00, 19.22' RT CB#10, TYPE 1 RIM= 416.94 406 9.2 STA: 25+40.0C, 12 RT IE=: 413.00 12" 0 IN (N) RIM= 415.51 IE=: 413.00 12" 0 OUT (S) IE= 411.55 12"0 IN (N) 404 IE= 412.05 6.0 IN (E) SSMH #1, TYPE 1 48"0 IE= 411.55 12"0 OUT (S) STA: 27+36.78. 15.00' RT RIM= 417.64 w; SOLID LOCKING LID 402 IE = 408.92 8"0 IN (E) SSMH #5, TYPE 1 48"0 IE = 408.82 8"0 OUT (S) 400 STA: 25+20.26, 15.00' RT RIM= 415.16 w/SOLID L-OCKING LID IF = 407.74 8"0 IN (N) CB#10B, TYPE 1 398 IF = 407.91 6"0 IN (E) STA: 27+56.80, 18.58' RT IF = 407.64 8"0 OUT (S) RIM-= 417.49 IE= 413.49 12" 0 OUT (S) 396 394 384 382 IE = ±395.68 8"0 IN (N) EXISTING GRADE ® H O Q U T A M AVENUE N E PROFILE /-CENTERLINE OF FUTURE R.O.W SCALE: 1" = 40' HORZ INSIDE DROP, 1" = 4' VERT 380 RECHANNEL MANHOLE /fCENTERLINE PROPOSED GRADE OF FUTURE R.O.W m CD CV cm .-Lo O r-) N �' 00 '�. 00 CO D� M �� U� 0 N - OD �' 00 O ,- <V r-, d" - u7 - m r-, -_-. r� -. r''l r'� '� Cn I� CO N �1� '_ OCU C)1� `-00 _C7 �' �1'7 �� u'7� COS COS c9to CU �,� _ 1: � i�� �� CO CDC C9 -ram . B CD - Z. O � p O 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date �t Date GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. STORM DRAINAGE PIPE TABLE ( 126 LF 12"0 CPEP @ 5.22% 10 75 LF 12" 0 CPEP 0 2.13% l0A 140 LF 12"0 CPEP @ 1.04% 10B 77 LF 12"0 CPEP @ 0.64% CURB RETURN TABLE CURB NO. STATION E ELEV. CURVE DATA 1 +41.80 418.10 A/4 417.94 R=25.00' A=91'06'17"' ( 1 ) 0/2 417.66 �I A 3/4 417.38 L=39.75' Tan=25.49' 27+00.27 417.22 23+55.64 406.39 R=25.00' A/4 406.48 ©=89'08'30"' 2 A/2 407.11 L=38.90' A 3/4 408.06 Tan=24.63' 7+09.82 408.53 R-34 07 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NO. I REVISION I BY I APPR. I DATE - 3g46, �-.) 7 160 yJVA SCHWEIIQ, & ASsoaxTEs, PL Le 32223 3 CIVIL RMG • PROJECT MANAGEMENT ONAL I$ 705 SOUTH 9TH STREET Bus: (253) 272-4451 SUITE #303 For (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 HOQUTAM AVENUE NE DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057-C7 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C-7 OF: 23 DIRECTUR OF PUBLIC WORKS