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HomeMy WebLinkAboutzS-0113Set-- - -- __- -- _ -- - -_ -- ( 3202 -, -- 3304 ( 3206 i j -3214 Qu 3220Q (- 40- �___ -a ! I 398.92 I 39.70 \ 385.508 1 i 11.50' �`� 36 3' CJes i_ ' MH /o 1 1 Ul MH KIO'4��,� - - 2 - - 6 +20 ,'' �' G.es '* .�.� S. 4 1Q tr 3316 / 'V 8•SS 41 /6' �� S' Q E i - .� d 4 'ass•_ ! g �- - - - -- - x N 4f 74 MH9_ 211 °�S \� 347.22 B c. r. 20 �� �6,_ \ ;> /T ( I I 8c' Qg1Fea 84' y8 I 84' ¢ 84' - /� e ` TOP OF CREEK BANK (WEST SIDE) IO''z9�p. t t / \-� r 1 1 13203 i 2S zs 3-'_04 If 3215 ^ - 3223 I Qb aoy� S �10 tv "t` 1 I O p yl �J 384.518 j� S o\�tt�/ 6 ° O� \\ 33 {{^^ 06 eI I 39h.18B ( 395.21 �- �� \ \ 3 ! Y I 400.82 0 I f 3305 IN p 5' q i 374 27 B / o GAR. �j / �S IO I-d--- PROPOSED 360.06 \ ! 1 PG c \ 1 10� EASEMENT `vo ' 3 DEEP \i 15 I4 -- 13 /f /O - 3311 12 /O7 /2" Pike 372.94 12 0 3205 ( :� IJee� 3304 rp4 39790 " 0) 3208 3214 3224 I 3___1 I 5 ARE <�� !�/ �AQq, / i 399 47 397.!2 ( 397 76 / 3317 c - :d /- C ` C I - l 368.52B /� o O "� <��/ 1 I AIZ /7 7W. S 7-,,e4E7- - T G O e e 84' L-J N X84' 84' 7S. S1' A %' / s- Q q' P� �� i _ _ N E ISTING ' c� o / MH Z 0 Ep ' MH lJ0.3 6' i - -- [:r. _= WArFe MH NO 2 -{-4° GI. PRESSURE LIME IO EASEMENT "� �4 `� 0 *00 iP I / ',. l9 I �.Zrj zs a 3 +88 _ S _ 9s °Bzv oZ �z �, ! " / 37-7 3321 _ - -7 _ a N '� - - -- - - i a4� % Qom' �� ° m - - - -.; 366.04 3 p�10i.66 1'�\ V � 2,� m 119 93.548 ] -S 5 - -- - - o N�- �4S t y eeo : _ U VI ry -w _ _ e e� 4 \ o l 7 Y - Co `d' \ MH ' o` 8S' !1 7q.T3' 1 +50 /� ✓ 1 / �, - r it /3309 \ 3327 \ 32G9 3211 ( 3219 ii m 0 \ 400.93 U e � 384.15 ° \ 368.75 ao2.2o aoo.34 c I 1350 \ .28 40!.52 / PROPOSED \ / 354.28 O I 10' EASEMENT \ 7� \ p ��� ' 4 5 e 6 za¢ 2 -a /( ` oc!�` I( / 1\ 8 9 v - -_ /J 2 70 83.65 8(0. 3S' g0' 85' 7 ' oee'o i 2.50 I - J T.L.43 ��1YS'�rPL/ r S /.OE ? OsY,C TL. /47 /Yecvpc�f 4vc. /Yf. I ! 7-"G. /73 /l�evv oaf Ave. iI/E /173 I 2/' Stub P T. L. 19! /� P %oe +' 4 ' OeeP 7"L. /911 IVeiv/oori Ave IV- 9' ZP&e'- 0 9' L07`11 1345 N !o f /oi` 3 11111E /7T'/ St-eev` N i lot 9 311`2 rri ° �/ < 7 3312 / Z 77 P /4`e T. L. 5- I T. L. 41 I T.L. 18>9 T L. 40 _101-B ,�/ 2 /Y. E. /7T'y � /QCe �� Caf 2 B /..2 41_, /77;0' 04.46 (fi 404.79 IV-,' 17 T// �/w ce K II { Q 3304 o N 4� TL. 173 407.43 I` 3'0 30 - - - -- _ = °e_ - o '---- - --- -- - - - - - -_ --- - -__ -_ �� '�• EXIST - � � fflo �o r ®RCE MAIN SEW - _- - - - -- -�__ -� O EX15TII�IG 8 "SA31. 5F_WEF2. ® ®w,g ® ®w ®s ® ®� 1n BLVD. _ V D - -EXIST M.H. °� EXIST 8" SAN. SEWER�� Q) �i l , PLAN � ' I F VV -- �� 111 - 401 d F I NO. REVISION - BY APPR. DATE If.Y7°a1° � /rr 21IM175 WATER METER � POWER POLE HYDRANT 7 SEPTIC TANK G WATER STAND PIPE + GUY POLE CULVERT ,4Y eZIr17- - 5 -113 C I T Y OF R E N T O N ENGINEERING DEPARTMENT, VICINI \ Y MAP HONFLY CREEK PARK DESIGNED BY----.- D4TE. '4 �0�.._._- FILE N10._0 '..�5 DRAWN_ -G�. o l.ASE.. -: CAECKED_fz1lL _ __-_. SCALE_L ___ `- 40 __ 15 1 ELD BOO K.I {ti±_PAGL_- APPROVED.^''f I _ SHEET_- __ _ OF�.__ dse� _ - 410 400 39 0 360 400 3 4a 380 370 360 350 340 o +eo Itoo z-t-00 3 +0o 4-+00 5+00 6F oa 74-74 I � �I 0 O Z � 5 i j I I F � �F• an 0 0 _ * p Z Jf f>7 / INV.- 36Goo 400 0 0 t X. �o _ - - - - -- _ .............._,i; �• G _ I I ' O1.- PROFILE EASEMENT J' ......... _•- • -•• -. 1 \2 - 1 i I I BBJ�( �roa`L° 3c�0 FOR PRESSURE Ll AjE3� I 0 —0-S7% rJ.40i 127 L.F. 8- C011C. PIPE 145LF 8 "COI�C PBPE i lkjv 5S ISO 47 58 1 NV. 342 342— IIJV.3432a W\!. {9420 I INV.343116 370 / 28L.Fa. Co WC,PlvsE 7 O i/ 360 x / QG 0 0 0 V q 350 385 00 Q 340 wv 34892 j j tU I I � I I Z INV. •34258 UI ' ' 0+00 1 +OO Z+00 NOTE: - - - -- — I - - - -- MHTOBE PLACED OVE2 10.40 % i ex, IN 9E1A/ER t 0.40% f0.40 % Z30 L.F. 8' COblC_ PIFtE 388 L F. 8" GOPI . PIP6 2.37 L.F. Co10C- Pipe $' f It1�BV- 389 -00 ( I BB.iV.390 SS 1mv- 3� t.50 j I IUV.392.42 ! 380 i 5 -113 0 +00 1+00 240^ =+00 -i-.T 0-% 5400 OD ai-v0 • '� - c P 1•• /VEYYPOPrAF/� N.E. `ia1ON�0E Ad'E A!E �/1!E. /7ss. 57'�PEET A X101W ' Cji:fZ�f' "A' ?3 P R O I t L� S C A L- E - Scala: X43 -544, r VERT. I" = t0' NO REY /S /OiY BY 4PPQ O{!TE RPP o �dOy —�e. f H. McN�n�y C/T E 6 /NEC.Q f � I_GRM 2 3 BLUM 4 P / w 32 j 321 322 (�� / 401.95 F i � i5 f � i i 3 MH /O M 6 +20 . /6° a4� -_ ♦ �� Q 9�Qi I 4 8 TOP OF CREEK BANK (WEST SIDE) Y 392 99fc 4 °CI s rib. i i 3215 +\ 3223 3 °o I 394.18 3 .21 i 384.51 8 2 �� E ;. \ 6 2 1 r 9 \ s f� S EEP I F-725x2l s E E. 7. Occ� 3 i `�' cr � �\ Jj - Fes'- �" �• ' -3 17 �-I�� I i �a� I r---- - �e I �� S �► iso. - �� ;:\ 3ao.52.�1�'1 � .�; - fit. � ;'; '���s� l� �;+J.. _ 1 •ryJ � _� � '1 � >� �C• Ir. N . V �„ W rF4 ''! 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Loy` 8 B/ 2 /!lf 17Tti' /roe ��' j ,z o� ,2 B /-Z iYE /7T P /ace �� i � i . - 404.79 - j E I A\TIRY _ l01 3 8// iYE !7 /(rte oW H E ! s j O j T I SATER AND 6 j I GUY PO E d isci �1 1 I ` N T L �- v I . . 173 FINA Co 310 30---j I `_ FOF 76, _ h j _ -, , - -- EXISTIti1G 8" SAAI,r5EWE2. _-- e11� w � MAIN -- C I T Y OF RENTON „ ` BLVD. �_-__ ENGINEERING DEPARTMENT' -EXIST M.H. - ------ fi .. J EXIST ?” SAN. SEWER_y�. -� HONE-'Y CREE-K PA, o - N PLAN 'VIEW , '`" j - - Df_'I'GNE3 BY_ p • - CATF �° E LE No Z - -/-Zo - _.. . I , • CNEfK A - 5+ E yMtL '5 ry c A nL a E y . 1 „` 40-', APPROVED REVISIQN BY APPRI DATE .- jt3r s hcl t . E r— E, , I Gi pJ v � T _ 1 �1�1 I �I. 1 j,1:� •j.l, 1, q I If,�� 4! 5 614 N. E. 1 7th. PLACE N _i O Lo 7c> N 8" SAN. LINE 10' EASEMENT � II 12" STORM LINE (CORRIGATED ALUMINUM) I� I STORM M.H. LIFT STATION CONTROL PANEL OVERFLOW LINE 1 +55 SAN. M.H. ;� UNDERGROUND CONDUIT— STATION TO PANEL SAN. M.H. 1 +27 — 12 "CORR.ALUM. of 0 +00 STORM LINE LIFT STATION I I 4.50• I 8" SAN.LINE I 1 4 "C.I.PRESSURE LINE i I 101 EASEMENT EXISTING STORM LINE SAN. M.H. i 11 -L ali iIY 1:11 .tlf L(t- 11ij1I{ i�1 11 114 �, i �Ip i��'rCfl x r Ijxtll Ijl Jrl� tl1I111,�1 III _ O DESIGN DRAWN. CH ECKI NO. REVISION BY APPR. I DATE APPRO\ .5-0 CITY OF RENTON ENGINEERING DEPARTMENT HONEY CREEK PARK L.I.D. 259 '- DATE-$ -20 -69 FILE NO.2- LT.G.,JR. _ FIELD BOOIL__FAGL_ SCALE- 1 =t^" _ -- 3 Sh EET OF_`�