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S-326508
r °S � 2 E - s SEC. 15 TWP. 23 N. RGE. 5 E.9 W.M. V .......... ..... .. ........... � I I I I i I I SCALE. 1 40 SWH 14 I SSUH 14A SSVH IJ 0 20 40 80 1 555�1H 12 .. ,� I I • STA. 15 +,5G� 5RT STA. 21 +2 5RT - STA. 18150, SHPT �" I I SAD. MH 48 / S - STA. 20 +12, 5RT ( STD. MH 48 / 6*4 1D MH 48 / STA. 20f 1s -9s 1._ ( n> : ' /P1�i1/ 40, 1`f. 2C7 Rl�i�l 40r7.T4�.� 9,,T��-�' . 62 N.E. 2ND ST SM. MH 48 / ! � ?: AYM J97./8f . 3� STA. ��f88 To 8 /E .39Si�t4 (E) (GYJT) 8' ;E .392.8 "(WJ (lN) ,wr)( srA. l2fs8J8 R1ll 39&7Rl- 6 - 8' /F MY. *A (w) (Otlr) '2I EL MA PL. N. 1. 8 /E . Jr.} - w /N Q� Ni. N- 2ND sr. - 8" IE J92. 58 (E) (OV7) (• J (J •GY. iNrx STA. r1f4f,2,7 8` /£ JM (OUT) :mac* - ( J ... , DUIIALL AVF. N£ CL 3w ' • � ..... ._......__.,...- ».„..._......_ _ _..._.,•.- ,_..-^.- •mow... , :., • �., .... .,.."•- «.,,»- .....,,,, •;} ~\ - _..... > �. 13 -- ff.3759 .. N88'1 8' a. q . •r .4- • • i +•:yytyyn 397 4 6 /E 6 rE WE W , Q I - _ 3979 W. ...._�'" � _ 398 7 ,, 1 ' <.` t.,\ 5 5 392.2 1r I x '+ [-� ( •�„ �'�- C14x x , o '► . FF 41x4.5 3 9,2.r 2 7 0 ... 3 o 74 75 -401.2 F 4066 .21 c FF fJ .6 F 407 VF 401 f• ............. .• � ,.e r I • ,� � I A t�. 77 I I claw SSMH I I _ I cL <, FF 40� 5 1 �� 134 n - I 84 83 1. 3 �`J I FF 401:5 STA 10 +9 +51 T t 8 2 7 9 s>D MH 48 / ' t �j fF 4047 FF 4x16.0 FF 407.6 FF 407.8 80 i = 6" lE I I .9�t# -.�jr .�s fF 407..3 , E , h'1�i{/ 3 SSMH 1 �C ......- fF 405 7 t ,.392.5 8 /E .�7. "(N /N ' STA. 5f�38 J2 _ ... - E ,387 QUT STA. 9f 14.39 392 5 Q--8" / . *' (S) ( ) STA. 5199, 5RT N, F- /ST CT. - S77J. MH 48'/ lNT X T y N.E. 1ST CT. - I 6" IF © I :� S A. 9f 11.22 /NT'X. STA. - ` s `A 39.31 W RIM 400 V 7- ! DU SAL L AVE N.E. 3f 18..32 " RMA AVE N.E. F % 8 3 8 /E 392.(DUTJ 6 /E _. 393.0 ! • 6" lE 6" /E _ "•. 402.0 1 \ w r 1, 3l � �2 3 .7 397. D / 6 lE t r. .- - - 3988 ' ,- -- ,- ,- ,39167 y .i FF402.2 _, -- 4- --- �� QQ.. V - x - - ro 394 0 �\ ; r 6" IE-- -- -- _ _ 6" lE I � � = � � � -- , � _ - _ � y' � � ..... � .39.3.4 € 16 � 395.5 396.9 6' E \ 6. /E �` -- r 13 cn y .985 J98.8 �' � � 8 8 6 ,. r X39 131 FF I v FF 404.5 i 8 7 88 FF 402 4 FF 405.9 � 406 i , x FF 407.0 FF 407.8 ! • *,. . 5 { LITY I i-AL { - • AC T .. ............ ...... EASEMENT RC. NO. 0 ! 00503240 0096 ` TRACT I Neal g'28-W 252.42 1 as - o W SSMH .9 SA EE C5. 02 ss�H 10 cl� < STA. 9 +09, 5RT STA. 10 +25 8 RT ti , x P� STD. MH 48 "0 STD. MH 4810 m RIM 401. M -7/7/1 , RIM .399. &-tZ • l/ 8' /E 386.44 w) (IN) 8' IE 387. � 8" lE 386.34 T ' SJ (� J 8 /E .387 03 (w) (01/ T) PnN R - 4 V - 0 c e_ .o o 0 o Of D� Q� N ' z 4 SCANNED MAY 12006 S 3t�.�'vtq SCANNED OCT Z I to SMILE. KEY MA P DA EUM.- C/T y a� Rf wav - NA VD 1988 rl�l ■ICI I I BASIS OF BEARINGS N0057'28'& ALOWG THE NEST LIME NW714 9-C770V 15-23-5 8UNE£N aTY CF RtN76W COWT a POINTS 0503 & f 478 BENCHMARKS.- Agm Aff 118" C09DER PIN IN CASED CO VC MOW O THE /NTERSECMW NE 47H ST & UNILW A IMF SE; CYTY GIB RMTLW CO KM POINT 1503 = ELEV 401.02 BM 12 1/4" 9?0ME RN IN CASED C0VC M6 a THE INTERS WT/GW SE 2ND PL & UNIOW A SE; 67 T 61r RENTOV CO Vffla POINT / 478 = ELEV. 391.01 RECOMMENDED FOR APPROVAL i BY DA T.- BY OA TF.• a -4 7 °"° BY DA TE• `1 -15 -05 1471 1 NE 29th Place Suite 101 8eil vue, Washington 98007 425.885.7877 Fox 425.885.7963 DESIGN (ENGINEERING • PLANNING • SURVEYING SA NITA R Y SEWER PLA N 0 cw r fiyaw 4cm , :r- 3e rasol 4