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HomeMy WebLinkAboutTED4003222.11HIGH POINT STA = 5+73 PVI STA = 5+83.42 PVI ELEV --= 493.73 A.D. _ --4.80 K = 52.08 ZSo.oa' Vt., j 10 f w LOW POINT ELEV = 482.33 w LOW POINT STA = 12+37.38 > PVI STA = 12+48.42 PM ELEV = 482.19 0 A.D. 2.77 o W -- a PROPERTY LINE N PVI STA = 9+3.42 STA:1.2+75.59 30 LT n oo' •� °� PM ELEV =- 48°��.63 CL �- II °: w U) �Q J °c� a A.D. = 1.8 © > W W UJ Q N cD O .. W X = W..f"fj - U , w00 cp U > 50.flfl vC : ; a - n w W W co + II Uj d- 00I x Q '--C4 50.00' VC o -ZZ (n L.L. EXISTING C/L GRADE + 430 s _ _ _<,•F13 NOTE: •t a'A � 490STREET PROFILE DESIGN FROM -13+22.3,490 STA22.6 S.E. 136TH ST. t t- s 83.45 w " r STA0+00-- + _ _...... _ t� .. . . A TYP _ _.,_ __ _ __ .. > ,.. - __.,• _ __ _: _. . :. _ .: _ . __ _ _. _ _._..._..... _ .. _ . .._ .. CB _ 4 -BYP SS. E N 48 � '' > m u� BY CORE DESIGN PROPOSED cq cv N '.. • : 9r - - _ 2.6Q� m C .�. �± W/SOLID LOCKING ROUND COVER w .> w PLAT OF EVEN cv RIM-484.Ofl _ : viAwl,, 1S, 8LF 12 D.I. © t�rJ .- 12 EXISTING/L ,> - -- ' .. -` ci►i =48 " (N . v LE. 1.05 &E} C 1.00 - v > I.E.=479.95 15" (W) > W ° - m Go >�I- Ln p 20 r 8LF 12 . I . @"` -- -- -.�- X xo .90X00 =I 5" ~ 1 54�' 1 1. @ z 148 "DI . 1 ' D. I . C� 45• 3LF' �j t s w 1 I �.V� s Q. ""•-----,,..,.,.., 8LF 2 r r .. 1W.&F w16"0 050 3 J.48 _ I 97 Q► LF • . _ . 480 00 STA:7+37.8 20.3 ; LT. t' I _ -- _.�_- ,------- _----' , 1 �---- --- - - .._.` - _ Ex. 12' .Culver;# STA: 6+69,2 28.71T..�? CB 9 BP -- - _ _ - -- - ---- -- - TYPE 11 48 0 ' I I. E - 480 43 CB# 10 BP TYPE 1IN48 0 ¢ RIM=489.40 STA:9+39 0 21 2 LT f -- -_ 89i.F - CQEP --- ' ' k- 1 12" ® 0� (Y CORESDES R!M=491.18: C$ 8 BP TYP ! I L PROPOSED STORM DRAIN B __�_____- - 1.E:=483.42 15"(W} �+ - ROPos DE PLAT OF EVENDELL) _ - W/SOLID LOCKING LID; : w I.E=483.22 15 (E)' RIM=484'36 ---•-------- 1 �? ABANDONED--- z "� STA: .5 21. .TO BE I.E.=488.18 EX. 12"(W) I.E.--481.41 15 (W) •; 12+37 6' 1.T # !CB# 6 BP TYPE; IL 1 SOUTH OF TEE O 4 LE. 488.18 15'*(SE)NEW' C8 _7 ,.BP.. TYPE _ # _ . _ ... I.E.=488.18 15"(N)NEW �` I.E.-=481.71 4"(N) RIM=482,96 RIM=482ii1 _ -� wSTA: " I.E.=479.71 1fi"(W) STA:10+21.6, 28.8' LT a_ STA:7+37.38 15.25 LT. LE.=48Q.51 16 (W) LE.=479.66 16"(E) t � w O NOT INSTALLED STA: 9+37.34 15.25 LT. I.E.= " CB, 5' BP TYPE I1_48 o � � 480.46 1 fi (E) •y z R!M=48, cL CB# 42 CURB INLET NOT INSTALLED STA:14+87.34 15.25 LT. STA:12+37.34, 15.25 LT. ,� E+ z RIM=489.40 CB# 41 CURB INLET NOT INSTA,LLEp NOT NSTALLED i•E.=480.51 12, (N) o I E =486.40 12" (N) R#M=484.38 CB# 40 CURB INLET CB# 39 CURB INLET I.E.=479.41 24O(S) DATUM'' I.E.=481.35 12 N RIM=483.;63 RIM=48253 I.E.=479.36 W(E)O 470.00 I.E. = 480. 0 12 N ! E. = 479.00 I.E.=479.49 i (W) � 00 o a�� an �- oo ��= o ua 0 r\ o .�. o� t-- �� N �-. �M •�` rn Q �o �- �`�M o M L(� co � � � 0 0 W 0) DO GOB 00 cod 00 Into � DO 14 Ito 00 d �� 0�0 .� d- OMQ M co d' c\i� G0 �t rrj� N DO04 ct-Ict CO N 0000 r� co 0000 0000 � co � >m W 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 NOTES: 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS LL FINISH GRADE C L ELEVATIONS OTHERWISE SPECIFIED. / EXISTING GROUND C/L ELEVATIONS S*Eo 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHERWISE (URBAN NEIGHBORHOOD COLLECTOR) SPECIFIED HORIZ. SCALE 1 "=40' VERT. SCALE 1 =4 0) ° tom• i 0) ' + 150.00 VC © ; 00 d. PVI STA 18+50 +� Q z co r� K 7&71 _ _ _ �- PVI ELEV 492.8500 500 _ _ F-: -�' 000 VCA.D. _; •-2.35 U Z 6 d' w �' Uj RVI STA 17+04.23 _ _i • . . • O r- _ Q` z> PVI ELEV =- 488 40 N M 1>` `n °- rn v d- in w + 0 0 rf- W ` c� A.D. 1.36 r o3 z W ; t-- J LLJ o I �QT V EXIS TING CAGRADE o �Ww ' in z1..! p tp W �- r 3 O 60' CC m-10 30' U 30' I= R/W R/W QQ' 5' SI )EWALK 16' 1' 2. J M 1' SAWCUT & qk S� -•-j 0.5' MATCH EXISTING 0 2.0.X I P P VING F .., A 2.0% EXISTING PAVING S - 4" CEMENT CONCRETE ...... �� CEMENT CONCRETE VERTICAL CURB & -� GUTTER SEE DETAIL SHT. 15 OF 19 CATCH BASIN & STORM SEWERS, (TYP.) 48' 18' R/W -"a VARIES-- I SOUTH HALF OF ROAD IMPROVEMENTS DESIGN BY OTHERS COORDINATE OORD HATE IMPROVEMENTS W CONTRACTOR (SAME AS THIS PROJECT) VARIES, FEATHER OVERLAY AS NECESSARY TO OBTAIN --2.0% SLOPE TO EXISTING PAVING NOTE: I 12i 8' MIN. MIN. 30' R/W 0.5' 2.07 _ i1 No c� Lj w W m -4" CEMENT CONCRETE `-- CEMENT CONCRETE VERTICAL CURB & GUTTER SEE DETAIL SHT. 15 OF 19 1. THIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, - CATCH BASINS, ALTERNATIVE 11. FOR OTHER ALTERNATIVES AND POSSIBLE REQUIREMENTS FOR LCURB INLETS, (TYP.) STORM SEWER, (TYP.) FRACTURED AGGREGATE OR INCREASED THICKNESS OF SURFACING MATERIALS, SEE SECS. 4.01 AND 4.02. OF K.C.R.S.. e e.. .� PROPOSED GRAD 3" CLASS B ASPHALT CONCRETE j cnU > @ ROAD �C/L 1 1 /2" CRUSHED SURFACING TOP COURSE � SHED SURFACING BA 5" CRUSHED SE COURSE 490 4i0 i ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL S.E. 136TH ST. -. -... _ ... _.. ... _.tea.. .... v........ 4.. _'r.._.. ..... w.... _,. • OF K.C.R.S. -K CONDITIONSSEE SEC 4.02 ROAD SECTION K 7,6LF $" DI @ 11s58% q- : CUT EX1S`FING 12" (URBAN NEIGHBORHOOD COLLECTOR) ' PIPE & REMOVE STA: 16+07$4 -- 19+30.86 BADE � � _ �� -- '� ♦d- U (LOOKING WEST) 6rf J O� 30' 30' w F R/WIMP R/W STA:19+44. , 26.8' RT. w 3 4 y CB# 11 $P E ! E �20 MIN. PAVING WIDTH 7•9c �� "W/SOLID LOCKING LID D` F EXISTINGVARIES PAVING ®� 16--..;� RIM492.47 0 =4 0.87 EX. 1 E I.E.=490.90 12" > 480 VA IEs - STA:16+13.8 8.2 RT. . (W) Q 1' SAWCUT & STA:18+60`9 5.1' LT. p S MATCH EXISTING DES Stop, PAVING '�- STA:16+Ofi.S 10.4' RT• CB # 24 TYPE I z f F 79 - CB# 23 TYPE I N £S vAR►ES S�"O CB # 24A TYPE:_ i RIM=486. -. -- . .. RIM = 486.25 I . E. = 483.27 8" S W RIM:= 492.48 ...-- "`'� I.E.-484.'15 12" N { I.E=488.63 2. XIS G PAVIN E-+ ( ) I . E. = 482.97 12 (E) ; r r •---.-j z " I.E.=483.2,7 12 S ti5 10 s�o E P > STA.16+8.1z 27.0 RT. STA:17-i-9fi.9 10.7 LT. STA.1 fi+99.7 1.9 LT. ' C8 12 BP TYPE 1 � CB# 22` TYPE III-48"9� STA: 16+i 4` 1 15.1' ° RT. CBE 12A BP TYPE 1 W/SOLID LOCKING LID EXISTING GRAVEL SHOULDER OR CB # '24B TYPE I RIM=488.64 RIM=489 02 W/ SOLID LOCKING LID coo I ASPHALT DRIVEWAY SLOPE VARIES RIM=486,70 I . E. = 483.90 12" N O I.E.=484.49 1i2%N} R!M= 491.06 " LE.=483.97 12*(SW) I. E. = 478.91 12" E, W I.E. 484.44 12 (S) ) LE.=484.02 12 (E) + °' E-+ „ I.E.=484.10 6 (S) i.E,=478.81 12" S I.E•=484.12 12" (N) �) Q n Ln ¢ cD 0.00 G0 c\I GO 0 OD � 00 N 00 00 c 00� ram ^ 006 spa 0) N 04 N 15+00 16+00 17+00 18+00 S.E. 136TH ST (URBAN NEIGHBORHOOD COLLECTOR) HORIZ. SCALE 1 "=40' VERT, SCALE 1 "=4' 19+00 00 r• o BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424--5555 EXISTM UMUMES sHOwN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TAPE, LOCA71ON OR DEPTH. P� DOUBLE YELLOW �ARlES THERMOPLASTIC 4" LANE STRIPES 3" CLASS B ASPHALT CONCRETE 1 1 /2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 OF K.C.R.S. S.E. 136TH ST. ROAD SECTION L--L (URBAN NEIGHBORHOOD COLLECTOR) STA:13+48.40 -• 15+67.84 (LOOKING WEST) 3" CLASS B ASPHALT CONCRETE 1 1 /2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE c ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 OF K.C.R.S. NOTE: IF SOUTH HALF OF STREET IS ALREADY CONSTRUCTED, THEN SAWCUT 1' BACK & PROVIDE 16' MIN. PAVING FROM C/L TO NORTH FLOWLINE & ADDITIONAL PAVEMENT ON SOUTH SIDE AS NECESSARY TO MATCH EXISTING PAVING S.E. 136TH ST. ROAD SECTION D-D (URBAN NEIGHBORHOOD COLLECTOR) STA: 6+57.73 -- 12+94.07 (LOOKING WEST) DAL..EY-tuIORRUW-POBLETE, INC. WA 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333--2200 (FAX)333-2206 13 � EXPIRES 9 JAN 2008 STAMP NOT VAUD UNLESS S3GNED do DATED Q f incorporated AB -BUILT BET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS --BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINE M UNDER MY DIRECT SUPERVISION ON THIS DATE: ENGINEERING - SURVEYING D LAND PLANNING REV. NO. DATE DESCRIPTION APPROVED «LIE" LAKENDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425)228-9750 PROJECT PLAT OF LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS S.E.136TH ST. STRE-ET + STORM PROF LE DRAWN BY .D.O. __NOTED 'M"N"01--470ENG sm-:17 11 APPROv>.L.C�. DATE 4 27 05 01(OF Is B°\Pro jests\01-470 LIBERTY\dwg\01470ENGASB.DWG 10/22/2006 6153$31 AM � ym � Q � °, Z C w ~ b c)� W `- ` C` r