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HomeMy WebLinkAboutTED4003446.20 U Q 0 0 J n C" W x x 01) N O U N � Z LC) I U o r O S C, a}a 0 6 m a 0 (n a LLJ U Q n Q J W m J O �Zs 8 O ^II Z boa Q=Lq N LJL V V) WwC3 ~amp Z V, Z Q Y U O a_ Cn O 0 U Q m m m Q w Q 0 m Z O 0 w ry O Z NOTE: FOR A STREET CROSS SECTION VIEW OF NE 2ND PLACE, SEE SHEET C-14. KEY NOTE: 1❑ 2-16 BOX CURB SIDE DELIVERY MAILBOX SUPPLIED BY RENTON POST OFFICE, JODIE VAN CAMPEN (425) 227-6304 F21 28' WIDE TYPE 1 CEMENT CONCRETE DRIVEWAY ENTERANCE VERTICAL DATUM CITY OF RENTON, NAVD 88 OB, TYPE 1 1+18.93. ' INT'X STA: 1+00 NE 2ND PLACE = STA: 27+42.07 HOQUTAM AVENUE SSMH # TYPE 1 48 b STA: 1+15.00, 5.00' RT RIM= 417.64 w/SOLID LOCKING LID IE = 408.92 8" 0 IN (E) IE = 408.82 8"0 OUT (S) A PORTION 0 13# , TYPE 1 A: 2+32.79, BECLAN PLACE F THE NW �4 OF THE NE ?4 OF SEC. 15, TWP. 23N., RGE, 5E., W.M. CITY OF RENTON. KING COUNTY, WASHINGTON SOCO "0 STA: 40+61. 14.79 RT 29 SSMH #6, TYPE 1 48" 0 i ",,2 STA: 2+31.51, 58.50' LT LINSTALL CAP " Gavel RIM= 419.73 W/SOLID LOCKING ID IE = 414.90, 12 _ IF 413.16 8"0 IN (N) 28.91 L - 10' PUBLIC STORM DRAINAGE EASEMENT �) + IE n OUT (SW) TRB I co 27 420 5' W d Fence I � I -RD SSMH #2, TYPE 1 48"7 \ STA: 2+19.67, 0.9 ' RT 1 1 1 \ RIM= 419.03 w/ LI OCKING LID V = 409.59 0 I (SE, NE) I -( _ _ � 409.3' (A OUT (W) � I BARRIER FREE CURB CUT L=39.33_ J \ 26 25 i 24! SEE DETAIL SHEET C-13 N I R=46.00 an 6 " 1 Q \ \ \ \ CB 4 TYPE 1Z 8209I I j \ STA: 4+14.87, 15.22 LT I j :B#10A. TYPE 1 CB 11 TYPE 1-L ti L-39.33 1 CB1116, TYPE 1 CB 17, TYPO 1 ji STA: 2+66.56, 15.22 RT 1� �4488;5 9'22° STA: 4+91.94, + STA: 5+47. 0, I Z I w D 19 20 \ \ . Ton=20.96 15.22 LT 15.22 LT I - ( �\ �° - RD RD----- ---- _RD - R LLJ . < G 5 TEMPORARY 5 WIDE N 88`23'14" 'Al 342, 00' TR / ASPHALT RAMP 424 Wood W II ti Asphalt, � I 1 I lip 10' 2 oncrete � 22 5 2 1 i �n � � II o � LEI L._ I 5 O W W N In w w - - A�nF 1a t cb s Q �o I R t��c. , iy ���,91 , T - - r ®- 1 _- NE 2ND SAG - 7+00 r- - -_� ON I / 2 W 418 _ ti _ - - RD CB 12A TYPE 48"0 RD------- - RD - - RD I 10' PUBLIC STORM DRAINAGE EASEMENT STA: 3+46.00, 13.22 RT I " CB 15 TYPE 1 1 STA: 3+14.89, 15.221R SSMH 4, TYPE 1 RD - _\-W- 48" 0 ® �' 1=- Q _ PLAN VIEW SBA123+5122?80.70 RT SSMH 1 48"0 I CB 18 TYPE 1 I STA: 6+63.60, 0' RT 10'1PRIVATE UTILITIES EASEMENT - I I V 1" = 40' A. 3+70.28, 10.04' RT RIM= 417. 0 / SOLID LOCKING LID STA: 5+47,00, 15.22 RT I RIM= 423.65 w�S LID LOCKING LID I 4 I ti f5 w I I IE = 415.04 6" I (NE, SE) I IE = 410. 6 8"0 IN (E) I E = 414.91 8"� UT (W) I IE = 410. 6 8"0 OUT (NW) El TRB INSTALL CAP IE = 426.29, 12" 0 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) EXTEND EX. DRIVEWAY I inch = 40 ft. TO R.O.W. PROVIDED 15' WIDE TYPE 1 CEMENT CONCRETE DRIVEWAY ENTERANCE CL STA: 6+91.77 REMOVE EX. DRIVEWAY LANDSCAPE DISTURBED AREA CB#21, TYPE 1 STA: 26+68.33, 17.22 LT STA: 26+68.23 FFSET: 4.00 L BARRIER FREE CURB CUT SEE DETAIL SHEET C-13 INT'X STA: 8+11.29 NE 2ND PLACE _ STA: 26+26.46 JERICHO AVENUE NE �I�- CB RIM EL =426 5 Gr el IE 12" CONIC N=422.1 IE 12" CONC S=422.0 II W W Z 60.00' VC 100.00, VC 428 Z w 2• 00 ° _ -- _ / 428 z ¢ HIGH POINT ELEV = 419.05 LOW POINT ELEV = 417.38 EXISTING PROFILE @ _ w _< HIGH POINT STA = 2+20 LOW POINT STA = 4+14.89 CENTERLINE OF R.O.W i - '- -- J'. I 426 0 E5 c� PVI STA = 2+20 PVI STA = 4+40 _ - 426 CD PA ELEV = 419.20 PM ELEV = 417.00 FINISHED PROFILE 4 o r- + o oN � A.D. _ -2.00 CD K = 30.00 rn CD A.D. = 4.02 K = 24.89 r, CENTERLINE OF R.O.W Lz 424 ±� o + o + o o o> 424 "' `" ° � CB 12A TYPE 2 48"0 02% i �^ ^ C4 N o x..> zEnw m <w� m v STA: 3+46.00, 13.22 RT Gi > L;_1 > vi > cli II w 422 Lu L? RIM= 417.62 CO m ,,, ,,, - � - -- -� ¢ > w I>iJ J o _ N 422 IE= 412.54 12"0 IN (N) - - - - - --- YY Ldw _ +moo 420 IE= 412.54 12"0 IN (E) ' m m + o C.6ad � = 420 IE= 412.54 12"0 OUT(S) I W W Ui N 1.00�° -1.00% -- - oo �� �X � X ��� z(nw ..� 418 �__ ; - -_ _ I, CD � Lu 418 � CPEP ��--__-- 55` 416 SD ®2 13 0 I 416 79CF 12"g CPEP 73LF 12"0 CPEP 12"0 CPEP 414 Sp ®1,R�q .,,° Sp n.5n% 77LF 414 O IE = 413.4, 12" 0 SD @ 1 50%__ -- _ __ --- m SS $-r - -- 29=F - - - CB 17, TYPE 1 SSMH #4, TYPE 1 48' 0 412 IE = 411.9. 8"� WC _ _ _ - 412 _----- - - -f� STA: 5+47.00, 15.22' LT STA: 6+63.60, 5.00 RT 153 LF 870 SS @ 0 50%_ ___- __ ------ _ _--- RIM= 419.91 RIM= 423.65 w/SOLID LOCKING LID �� 104 LF 8 � SS ®0.55% _- CB 14, TYPE 1 " IE= 415.75 12 � IN (E) r I� � 415.04 6' 0 IN (NE, SE) 410 410 _ _ STA: 4+14.89, 15.22' LT IE= 416.25 6"0 IN (N) IF - 414.91 8"0 OUT (W) CURB THRU GRATE IE= 415.75 12"� OUT (W) 408 SSMH #1, TYPE 1 48"0 CB#11, TYPE 1-L RIM= 417.06 IE= 412.90 12"� IN (E) 408 STA: 1+15.00, 5.00' RT STA: 2+66.56, 15.22 RT IE- 412.90 12"� IN (S) RIM= 417.64 w/SOLID LOCKING LID RIM= 418.41 IE= 412.90 12"0 OUT (W) CB#18, TYPE 1 406 406 IE = 408.92 8" 0 IN (E) IE= 414.00 12" 0 IN (NE) STA: 5+47.00, 15.22 RT IE = 408.82 8" 0 OUT (S) IE= 414.00 12"0 OUT (S) RIM= 419.91 CB 15, TYPE 1 CB 16, TYPE 1 IE= 416,41 6" 0 IN (S) 404 SMH 3, TYPE 1 48"� STA: 4+14.89, 15.22' RT STA: 4+91.94, 15.22' LT IE- 415.91 12"0 OUT (N) 404 SSMH 2, TYPE 1 R STA: 3+70.28, 10.04' RT CURB THRU GRATE RIM= 418.25 STA: , 5' RT RIM= 411.50 w/SOLID LOCKING LID RIM= 417.06 IE= 414.25 12" 0 IN (E) 402 402 419.03 SOLI IE = 419:03 w/SOLiD LOCKING LID IE = 410.59 6"0 IN (SW) IE= 413.56 6"0 IN (S) IE= 414.25 12" 0 IN (N) IE = 409.59 8"� IN (SE, NE) IE = 410.46 8" 0 IN (E) IE= 413.06 12" 0 OUT (N) IE= 414.25 12"0 OUT (W) 400 IE = 409.49 8" 0 OUT (W) IF = 410. W, 8" (A OUT (N ;'. 400 EXISTING GRADE NE 2ND PLACE PROFILE CENTERLINE OF R.O.W 398 SCALE: 1" = 40' HORZ PROPOSED GRADE 398 1" = 4' VERT CENTERLINE OF R.O.W 396 96 CD N O O Lf) 00 cal LC) cfl ' m O ODD � Qs r7 O O-) O O CD cfl CV -' 00 -..,- N :` 6� 00 <-i; O 00 r'') �, r` r7 - - N r'� N - a0 C �_ N r7 `. O _\ � ,. r7 -,,, .-_, _.. c.0 '. c0 O G = 00 �,. .. Lo 00 - aO �0� co � a0 c- L- co _.,... OO _ 00 I� _ _. _ _ oo co -D o of DD �V N N �. � o N 'v _J '.0 c o CN v GV N 394 3Qll 4 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7 +60 8+00 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) CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date 10 a.U••, Date Date R 3y4604 NO, I REVISION BY I APPR DATE STORM DRAINAGE PIPE TABLE 11 79 LF 12" 0 CPEP @ 1.85% (D 58 LF 12" 0 CPEP ® 2.16% ® 73 LF 12" 0 CPEP @ 0.50% © 30 LF 12" 0 CPEP @ 0.50% 77 LF 12" 0 CPEP ® 1.75% © 55 LF 12"0 CPEP @ 2.73% ® 30 LF 12"0 CPEP ® 0.50% 1® 130 LF 12"0 CPEP Q 0.50% CURB RETURN TABLE 160 CURB NO. STATION I FL ELEV. CURVE DATA 1 +45.80 418.10 A/4 417.94 R=25.00' < 1 ) A/2 417.66 L=17"' 9.75 L=39.75' A 3/4 417.38 Tan=25.49' 27+00.27 417.22 26+68.33 428.72 Aj4 ' 428.42 R=25.00' A/2 427.74 =39.9'30"' L =39.78' A 3/4 427.00 Tan=25.51' 7+67.45 426.56 25+86.32 426.56 R=25.00' ( 4 ) 0/4 A/2 426.79 426,97 A--88'50'30"' L=38.76' �l A 3/4 427.04 Tan=24.50' 7+69.11 426.93 01 i Crlt•11.11KL AL IF ASSOCIATES, Pu c CIVIL ENGINEERING A PROJECT MANAGEMENT SIONAL 705 SOUTH 9TH STREET Bus. (253) 272-4451 SUITE #303 Fax. (253) 272-4495 TACOMA, WA 98405 bschweikIftsn.com ,'XPIRES 09/20/08 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE STORM DRAINAGE PLAN AND PROFILE NE 2ND PLACE DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057-C4 DRAWN: TAS SCALE; 1" = 40' FIELD BOOK: PAGE: CHECKED: BAS APPROVED: SHEET: C-4 OF 23 DIRECTOR OF PUBLIC WORKS