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HomeMy WebLinkAboutTED4003231.87 0 0 Y z 0 0 Z m of o Q Co I— w Q wQof _ F�CDJ w -- wQ � �wzo �J ryQ� Oho z V�Q0 Q � �z woQ w z w fj W � 0 LL 0 f C-' 3 U H W 3 � rn O z Ls U U w a z � z o v. o z F d a V I A I A a a Ld Q 0 z 0 w Cr 20 0 -- ------ --__ STA 36 & RT,_ - STA '@+ 44�+ ,R-E-------z-' i LLf - INSTALL: INSTALL: m j CATCH BASIN NO. 6-TYPE 1 CATCH BASIN NO. 7A-TYPE 1 �, t°I Io 1 (SEE C.O.R. DETAIL NO. B-01)) (SEE C.O.R. DETAIL NO,' B-01) Q L� 6" PVC ROOF/YARD DRAIN•. •' RIM='�• Y R1�=4.9.48 w WHEEL CHAIR', RAMP I w ; + w 1 STUB OUT LE.=436.88 (12" CPEP, 5) .�, SEE C.O.R. DET NO. F-,06, ALT) I I ` z cn W_ I.E.=496:4fl• 12, CPEP S o 1 I.E.=430.51 LE.�436.38 (6" PVC, N) ( ) Q I w w Z > W ' 1 Tt .. 6' ; PVC ROOF/YARD DRAIN _ • 11 z I11­- 1 12' ASP LT STUB OUT " STUB OUT ��' � �0 w p� w PAVEMENT I.E.=429.08 l,E.-438.18 0 1 gg,, 1 6 PV ROOF/YARD DRAIN 311 Q U W U' v1 1 I 1 I STUB OUT 1 V 1 2' ASP ALT 1 0 6" P ROOF/YARD DRAIN I', I �� I o ��'Io 6 PVC ROOF/YARD DRAIN PAVEMEN - STUB OUT it o W' l.E.-436.95 Lj STUB OUT z I� 1 I I �� I.E.=437.15 12' I I.E.=436.0 �! T Q 16 17 I , �O - - - - - - - - - - ------------- - - - - ----,- - I Lv 5 5 20 I --_ - - -r --fi�.CtO` --- -- _50.00'-��--- - - - �- -------- --\ �'����� 'I _ z - -� _ - �IE 1 I r r �� �I 59.00 43.81 1 U/G N W DWY DWY DWY pyyY 5' WIDE CONC. SIDEWALK p ',DWY DW (� I �_ N U w �'i � a b 1 w II I +o �wv) I 1 0 I( II ��l I W I 0- 0 t/) 1 2+00 1+00 0 W I I I a , l `I w � I I III I; O+OG� I — — --- — } , II II —_ Iof .a_ (n , T. SEWER 1 ,� T_ I I'. QI- ; ;I �I FOR, E MAIN z NORTH W 1 200 L.F.N'{2 CPEP STORM PIPE S=3. 7� 191 L.F.-12" CPEO STORM PIKE . S=1.18� I', '; ;'w Z , i �> > Z 5 WIDE CONC. SIDEW DWY DWY pW DWY 5' WIDE CONC. SIDEWAL l DWY pWY I SCALE: 1 = 20 --- --— ---- --- -- - I 0 ■ ' 1' V i I` 0 ----------- 36.4 U 8 50.00' 50.00' 50.00' — — 50.00 i Q 5' ! 5' 6 ," i 5 50.00�'- 6" PVC ROOF/YARD DRAIN 5' 5 I I PLAN 1 " I STUB OUT 6 PVC ROOF/YARD DRA �! t 2s I i1 6 PVC'vROOF/YARD DJ AIN �1 4 STUB OUT � ! �p � I , Q � �, 1 I.E.=435.7 , of I I 1 SCALE: 1 = 20 1 STUB o YT - P�/ � � � � I.E.=43F.g, ,. ! ';~ ,�,, I I z �) .. 16 PVC ROOF/YARD DRAIN i � I �� � I a I,E•-427.88 6 C ROOF/ . ARD DRAIN; � 6 PVC ROOF/YARD DRAIN I G' I STUB OUT I 14� F= w i 1 7 I I STUB C�a� I P--� STUB OUT �� I I � _EXIST I GAS Q 1 !.E.=434.50I l.E.-434.73 I " l.E.=435v561,1 6 PVC ROOF YARD DRAIN I O i+•7 (�i• �- i STUB OUT �� I � �� �� I / � o GRAPHIC SCALE 1 I I.E.=429.68 I I COLLECTOR PIPE ` STA-0+46-+V LT I III � 1 zt�..4-N 1�•i I Lo 10 20 40 80 1 ST-A *4-�fi6'• LT ®MIN. 1.o SLOPE INSTALL: I i I it l 8' WIDE DRAINAGE EASEMENT - CATCH BASIN NO. 7-TYPE 1 I 1 INSTALL: _ v(SEE C.O.R. DETAIL NO. B-01) CATCH BASIN NO. 5-TYPE 1 I - 1 IN FEET (SEE C'O,R. DETAIL NO, B-0':) I `� ! i it ( ) 1 RIM= ?�•� I.E. #36� 12" CPEP, W&N) . I I II 18 , inch = 20 ft. 1 1 I.E. 4 9�.(12" CPEP, E, W_ �) 3l?� N=' 144- 1 LE. (6" PVC, SE) - - {r WHEELtCHAIR RAMP J I I I; I ICI I w 1 l'c (SE` C.O.R, DET10. F-06, ALT) I ; Jw i it o 1 �� I; I g , III 20 t o �30 1 ---•45C.................1........................ ...... ... ........................... ... ................ ....... ............. ........... PVI S A +50 1 : PVI LLEV '= 442.50 PROPOSED CENT RLINE RADE 'P STA 0+50" LQW PT. 0+45.0 1 0 HIGH PT. 1+42.71 A;D. =1 -6 83 0 In PVI ELEV 439.5 ELEV: 439.8?0 1 `�`� ELEV: :441 49 K - 17.57 o Lo a A.L. = 4.00 Ln o .�I 1 N �� o :o K= 12.50 + 445..... �........ ----------------- ..................-..... ��:o�©' � ....... 50:00� v:c. ......-------- ..445---- - U W U U Co W (n W i > U > > :> 1 : w _ mm w > > > W w 1 PROFILE CENTERLINE EXISTING GROUND —r m 1 _ 3.00% i 2.00% _ 44fl1................................. -- — — _ ,......;..................... f..................... :....4-40..... STORM PIPE C� SLOPE=;1.18% ' 1 19h.L.F.N1 CpFP ........ .. ..................I.--•--.............. .......... ....... ................. .. .-----.................................... ........... �. j.................. I 435 3.7� 435 1 E_ ►_ CPEP STORM PIPE 1 ` , ! , t I � � w j I- w 200 �.F I z ! w . I ..... .. .... ...... .. .. ��. i j W I W' 44. _ .. ......... �............ ... .. ................ F-. 3Q f r,. i .. ; V, 430 - - ASBU LT- :� >Z .. ...... .. ................ ................ .... .. r. ... .. ............... ....... ... ....... .......... w - ... ..-.. _. ........ �. o.. �o. K_ n:. o _J l� ' 425 �. _ ' z 4 25- OL >.: w� zl-- = r�- - i �` m w wI I '0 1:0tJ s iI Qz_ I- N It `t �! ' I ,� N 9 �'z 3 11 sVEN .... ...... ...... .. ................ ................ .. �. Q --. �.I'.. .. .(.. Q . r ........... ....... ... .. �................. �. A sy F- C�D '� } J C + Q z � _j Q Q � + uJ �- I � i� * CV Z o �- U w l l I I ! U) z Q o w I W 3 :� w I v) : O z io , a J m ;v) z U w I i m {. cci II �� V) I .. .. .... ......... ........ ... ..... —�.� .. �.... .. .................1......... ........ .. .... .... ... ....... ...... ... ,... .... .. .. ...... ........ ......... .... ... .. .... �!.-\.. •L ...... .L.Ll�i.../. �..... .... ... .. ... -10ti'RL Li ' Q ~ f•'- I I I I : �' J LLJ= I� i <LLJ Ex?IR�> Ljj 9n 3 / ZCO � z Ups Fr Li f U � Q w I > I z („ 5 IaJ j� Z 1 P DATUM ELEV L UA 04 - 031 _ 410.00 RECOMMENDED FOR APPROVAL BY: /! .44 DATE: �24 OS BY: DATE. DATE DATE: ..............: ......... I — 3 -50 1 1 0 IA PORTION OF THE NE 1 /4, SEC. 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Z r~7 - V v —.eaj in to co Co t` 0 0 N o r- rn o to 0 d- d• r o rn o o o o u') (o I� 00 00 Co'0' Ot m O N O N N O) O 00 1- 0- .................. 3+00 2+50 2+00 1 +50 1 +00 0+50 0+00 EXPIRES: 3 1 2006 PROFILE SCALE: HORIZ. 1 = 20' VERT. 1 = 5' PER CITY REVIEW 2 PER CITY REVIEW 5®784 04 NO. I REVISION ENGINEER: BY I APPR. I DATE o� JAEGER ENGINEERING CITY OF' REN`TON DEPARTMENT OF PUBLIC WORKS NE 3RD ST - ROAD/DRAINAGE JERICHO PLAT 9419 SOUTH 2O4TH PLACE DESIGNED: ,1,1,1 KENT' DRAWN: ®BA - DATE: 7/04 FILE NAME: ----- - - WA 98031 - � PHONE NO (253) 850- 0934 CHECKED: J�J SCALE: 1 "=20' FIELD BOOK: PAGE: FAX NO. (253) 850-0155 --- APPROVED: DIRECTOR of PUBLIC WORKS SHEET: 6 OF: 2.I za IQC -IT 2 8 ZQQ