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Home My WebLink AboutzS-2241Set00 lv A`4 X u, 7 T- 3 POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF WW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. Amw� ----------- AIIIIIIIIIIIIIIF �o lit... TRIAD ASSOCIATES Propct mmm—t cml Egm-mg 'INI J� L J1 Lend 9—yg 1�d Use Planning ji i0 , W, Ld-p Arditnt- site Doip T------ -7 11814 11511 kR NE n&N-4 TA Tel 425AZINU ft. �"-Imj 8WAWJW _mw� --T20 -v Z- z if 10 4 3 ,2 1 , 9 j- 4 Gfflu�—'t t i ,f O= PT - 6+91�9� (Typ) INT I+e ?00 CT 9+74, 41 LF 6+41,3( ROAD 6 iX4 P 5+49 38 LF. F. 27- 0 1 2 PT 7+5756 I X1 2,9*7 9+jma 3 9+ 1 L.F. v I, j. P7 ZE 297.1 Jot'o,* q A , 'T 7 +43.89 5, '14, 16' �\ Qc OT _7 :,f, IE 2a3.0 -17 -- I PT477ON 2144751 1 — i if 70 1 'PRPJECT BOUNDARY 6 =70" F-r PC — 2397 7RA 0 32A SS ' -q 1 ?+ 47, 45.27LTJ 1 I;7WEAsp9NqwffwjGTS .5 cc ?' -4- PVC 6+J&4+% 51.,66' LT 70+21-52 0 13 PUBLIC TARY --fi V L66+9Z 26 -EF- lf94 26 L� +6 26 F. 9+15, 26 a I 20 L �27 IE 28Z 6 ZE ga D It 2— -qaL4 s-WH 30 ii it � SSUH 31 9+3&50, aGO'RT -Pc-1'6-+0-55-14 —1 RT 11 1 5+76 381LFf WT9 JJ ROAD C= PT 19 X 114 64 101 1 SSWH 32\ 9+95.00, 6.. V IJ nnn 01-MV SPACE 0 C INT 19+22.85 EDMON, 60 61 62 ,TNU SE STA 1 9&77 i 12 DAD C END 59 'FiASE7 I A 1 WT 4+5Z87 ROAL D= 10' PUBLIC 677Lin ROAD A) 17+11.32 EDMOND� A VE. SE EASEMENT r) k \T(I(OAD C) 46. PC 16+95.3 = 16 T5 +f3 F72 11 16+-16 7+17,234 N—,, I ) ' �� \ O . ' ` s t, 17+; \ \, 2. 6- 1E 28&5 17 14+20, 38 LF 6- IE 275.� i Ifil" pvc % '14-1 :FYC-r6-- A 17 Iz+ pvc 1, 1 IN MA -------- 41 124 +2 1 37 4 '-F. PHASE If W+ I M. 9. I:K- L T (ROAD 3 IL g 65-EAf#9L D.W Iff It 6 13 +37, 34 STA 13+21 38 L-F STA 3+8f.66 PT � 14, 98.85 END 4+09.00, 6.00- R 6- 1E ML I END PHASE I ROAD INT 14� IMPROWY07S A VLN 69 "PR1 SE 123 BRAN DARROW PE DESIGNED: aw rADD-. as 4 +25.86 C !ROAD 4 I J+9 3 J6+91E 2 7 �BIE —288& 26 F -------- 8.9. CIDNEED: ALM cr a. c� I - It', DATE: MARCH 26, 1999 < f V\ 01 SCAM: 110M.; l'-40' VW.: NIA Lu < J+j 137 13 +81 38 LF SO' /E 297.1 LF IMIE 2971 + 26 LF. 6' /f 778 7a,' 64 .26. IN 1 .11 7. 26 �P, 2+57 38 LF 2+8q.00, 6.00 T /I 'R 71 136 4v 8% E E WEET I Fss s IGNAL z 0 MAD �VA991 BENCHMARKS 99T= HELD BEARING OF N8973102"Iff BETWEN THE ORIGINATING BENCHMARK: CITY OF RLN70N MONUMENT .4 1938 - TOP EXPIRES: 3/19/00 NORTHWEST CORNER OF SE0770N 16, T 23 N., R. 5 E., W.M. OF SW BOLT OF TRAFFIC SIGNAL 8451-' AT THE INTERSECTION OF N.E. U) (CITY OF RENTON MONUMENT f 612) ARID THE NORTH QUARTER CORNER 3RD STREET AND MONTEREY ELEVA7701V - 106.53' 7121" OF SEC7701V 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON cr MONUMENT / 1502). THE BEARING IS DERIVED FROM STATE PLANE BENCHMARK I I - TOP OF BRASS PLUG IN CONCRETE' MONUMENT ALONG Srw NOT VALID -[ON gg COORDINATES FOUND IN CITY OF REN SURVEY CON TROI NETWORK THE SOUTH LINE OF THE PLAT OF MONTEREY TERRACE APPROXIMATELY UN= SIGNED Ma DAM DATED JANUARY 1995. BETWEEN L07S 2 AND J. ELEVA77ON 25,180' BOOK 1011 NUIM VER77CAL DATUM. NAM BENCHMARK if 2 - RAILROAD SPIKE IN NE FACE OF TWN 8- MAPLE 9 ®v 3 12 lm TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY 4' SOUTH AND 12' EAST OF SW CORNER OF CHAIMINK FENC-E APPROVED ELEVATION 270.11' N mu man 18oF 4-7 1 BENCHMARK i j - CITY OF RFjvTov MONUMENT 11941 - TOP OF N.E. KEY MAP d z SOLT OF LIGHT STANDARD ON SOUTH SDF OF MAPLE VALLEY HICHWA Y NOT TO SCALE W~#9 .,j?_jp&4jt BY DA 7E'- IN FRONT OF OFFICE FOR STOMEWAY CONCRETE. ELEVA77ON 5&27' 01999 TRIAD ASSOCIATES1 I I I I 17T CIS SCANNED OCT - 8 1999 s 00 lv A`4 X u, 7 T- 3 I I m mly, Am, ff 1.1 a 6� C0 - 7- z2v7oz SCANNED OCT - 6 1569 15 lot 00 o� POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. -- -------- 71 N —7 A� f X 'N/ ILI--- - TRUW ASSMIATES 01 rL S 4 N a Z5F 2An N ftojeet M...'ssnent cwu Engi-g Land Surveying r _j 2 290 N 7R, A& A 9 7- 1�js, SAA(;TARY SEWER 20'nW��NITARY C E PR ff _EA ti SEWER T_ T 1 t:'Mr, SCALE: 1 40' Lend U. Meaning Landscape Architecture Site Design 116M 116th k� NE MIM" Wl 980i-M Td 4SM" F. 4MMIX81 ONAUM �.ww_ � 0 20 40 80 777 j T to. 4H --M -------- R -BAPOENCY VEHICLE 5. SRFr-A AM 30 Rl VA IE SAND SEKER EASEMENT -2 ----- Z10 ----- SEWER ' 'W�IA 29i 2k--- 27 25 6'IE248�9 8" _T 1- 7 W11 A 12 Ac 7+135.29 . , L D,_OU , E 'T 4+03'2.6', L, L.F. LF --7: ------------ 0 22 LF. 7'+50 36 _f, 6+.95 m 6+43. 38 L.F. 5+89 38 5+j& 38 L.F ja I-F 6- IE 254. 6' IE 25,97 6- IE 262Y 67E 264;1 1 9267.7 V I` SSUH 2 1 1 _41 AMNbUT AS N TOP 12 LOCATE SHOWN 'N Z cc ZO Nl�\\ 'N 6,1 it .0 7R ACT 1 PRIVATE AC=S TRACT & PUBLIC OWTY EASEMENIS --1, 1, _T lfrff� Witt&-my 7.- 1 RACE N CCEW \kN (A 7E ACCESS O V R 35 r-mucr PEMIC M V N, cc C C C C C 19 LF. C I FF N, PT N LL_ PRIVATE SANITARY v �E� EASEMENT 4 r 26 1 if 25& 0 % ti ZE 2ik 4+6a 26 LF -N, 6 4.5 E 269-5 N, ---------- / _j IH 4 I ��ll SSW 5 SWH 25 j7 LF. SSWH 3 t \l,-\l`0,,,4+5aoa& LT 3+45L54, 8.00 0, PC __�+16 6 248.0 N I %Q11 1- im, WN N 8+12,94 6.00 LT - -7---"\ Iq %4 'N N s N 36 52 56\ 48 47 N jo PCC = 8 +15.79 20.A Ll 19 iE .0 INT S+J 2+mL x L.P. 68.5973a LT T I 37 1+8 2 73 LF. 'N N IE 7R ACT N N \`.. \\ 11 PT 2+7665 LANDSCAPIV 15 VrJ SPACE N, N 53 LF r. 2 N N 01 —N 1 38 WH 7 46 6- rE 26&5 Uffu N, IT PT 7+78 92 7 16 N, EvS7A 1+77 3 F" 1+6L214.51 'RT I IE 2M67 5SAW14 2J N MW 1 46.79 1 E 2+ R 8 \N N .-9.97,-6.00- PC = 1+4350- INT 1+00.00 ROAD B= g It TV t" 72 4OU87 EDMONDS 921 VC N AVENUE SE ? Fq+_20. 41 L NZ�MRI-ffl 'y P IE 21- 57 > EA PI 11+1610 % N y" \ \\ � N + "fEjL23_7_.lLl_ X ' EWAN DARRaW PE N N k) 79 N I -' � N p .2+96. 36 LF. ti 41 —ZI v "\T#AC7'W '41 PAWK7 Wam- DIEGM: DsH CARD: m% Gwo CHEM: MLM cc < 7 N\\ 0— DATE: MARCH 26, 1999 NIA uj < du > 5 1.0 PHASE 11 N N, IN INTIPT 12+42.01 R 88 89 LT ( 07 Nl N N N. N, N �\ U /I N\ \ �, \, \'N N % /',,,Oo' 12+561-1.1111 LAI _j. \ \A Opi A 6" IE 25ZO L. c M4 WAs I 5EE SHEET 00 ffI 01u NAL z 0 NAD IT/1991 BENCHMA 9919p= HELD BEARING OF N8973102V BETWEEN THE ORIGINA77NG BENCHMARK. CITY OF RENTON MONUMENT 1 1938 70P NORTHWEST 16, T. 23 N., R. 5 E., W.M. OF SW BOLT OF 7RAMC SIGNAL BASE AT THE INTERSECTION OF N.E. F_ EXPIRE to Lu rr CORNER OF SEC77ON (CITY OF RENTON MONUMENT j 612) AND THE NORTH QUARTER CORNER 3RD STREET AND MONTEREY ELEVA TON - 106.53' OF SEC77ON 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON IN CONCRE7E MONUMENT ALONG qq MONUMENT IF 1502). THE BEARING IS DERIVED FROM STATE PLANE BENCHMARK I I - TOP OF BRASS PLUG CONTROL NETWORK THE SOUTH LINE OF 774E PLAT OF MONTEREY TERRACE APPROMMANLY STAR NOT VALID UNLESS SIGNED AM BATED COORDINATES FOUND IN CITY OF REN7--4 SURVEY BOOK DATED JANUARY, 1995. BETWEEN LOTS 2 AND 3. ELEVA770N 25180' WR77CAL DATUM, NAM I BENCHMARK ,# 2 - RAILROAD SPIKE IN NE FACE OF TWN 8- MAPLE 7REE, 50- SOUTH OF IHE SOUTH 94D OF BLAINE AVE APPROXIMATELY 11B NUIM 98-312 4' SOUTH AND 12' EAST OF SW CORNER OF CHAINUNK FENCE APPROVED ELEVA7701V 270. 11' N "mm l9oF47 BENCHMARK 13 - CITY OF RENTON MONUMENT / 1941 - 70P OF N.E. KEY MAP BY ROL T OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY DATE IN FRONT OF OFFICE FOR STONEWAY CONCRETE-. ELE-VA71ON 55.27' NOT 70 SCALE (C)1999 TRIAD ASSOCIATESI I I 1 1 1171 I I m mly, Am, ff 1.1 a 6� C0 - 7- z2v7oz SCANNED OCT - 6 1569 15 lot 00 o� -• oe ' �`�s � � �" � s� �� ' " � . ,, CD : �'- z z k/o 3 SCANNED OC � - 8 1999 -s 1 f, d D w�o B a w G r r� y 1 r� ti N POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., V1i.M. & POR. OF NW 1/4 & SVfi 114 OF SEC 16, Tt�IP 23N., RGE 5 E., 1M.M. �� ° 3 i` 4 S . � � � _ �.� � .. °� `, �.`'a \'si1 \y \�. ,p ,s;c ,.,� _ 'o q �,,,.� s.r / t £ it � � /�� i ,�,�.;�.., 1 _ _ 1. 4 \ "` $\ .. sa ti. 1at11 \�� `'\`>_ LL� � =._ r' J ° '� ^"� � - .97, { _ r` - -'E T M L s _ 12 ALT (FB4iQY6 ,\a`$i �, \° O 1`11 la �� tl�`�___ �.a �" .-- ,� � k_r rr�f r �i�$.rf�� 26s o � �6f00'RT( : 'p7 x� 1, i � \ `` \ a. \�1 �li \� �'- - -. \ \ r=,x �g r` f \ - :.- �y� tt ® r > 58 25 LF. "1� � $ PC = '7` +�J3.5 DF_ � +-✓ft° _ _ ; t 25 - -8' F } i ` I a $\ 4\ °',1 �``.,,g lalaa tt �� @'1\\ °°=•R a `s� \ s�\�l ° >r rs }.' 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P - J +3450 - -_ 2 +85 42 L.F. .�'�� l \\ .° \ \\ , �. �+. \�\ \�� \ \�. �, `'� r'� °,,`- ��''�%' --'"" .d``r I j i \ z _ ` ✓`J 71+ 36 LF. c � / �f 6 IE 279 � tr / �\ °�'- ° `9V�� `, `r / -� �°yl rfa(pp(� � �� /+ \ \\ �y��., ( *'��`,.. -- �q t 6 1n261.0 '*. `1 ``.. ,..,- \ \ \ \ �\ � � ' 'f} $.\ \.1 �. �\ 1, ,.\ "-., .. i ��\ \1 �'\ � \:` `'_ - --\ \�� \`.�> � \ � s'Te °�� \ `` \* �p ra`} +/E \�:�� o \^- .�. °'v__..- _ °''� nia 6 77.9E rf is \ \y\ \1 `a \ ,1 ,1 .,.. `�.. � \.k \y \ \ '��b \\ � � � \` 1\� �� \� a\a e it TNT '0 +337 cD� ° A- V€ -�5f "' __ � ��fl� � \' al '� � ;' � � 1 4 $ � a IN7T ( €2 +42.07 ROAD •r- ! ,.. �t '^� .a. � Fw \ � � a \�11� _ $`i \ � \ �-:° 1al \�, a a y e � 1 39.30, 6.29 LT g 7rr lr r i r i' 't `€ �' 1 'ti .1 � ti "�. �' \ \ a 1 �' .. t -.' \ \ `� :1\ a� a��l \l� �1 \� a 16 e , 12 +56 39aLF. � I f/ O% s 2 +57 38 L.F. � r SSM/f/ 13 (' 1 i `,� 1; ,� ,,., �,. .� \ \ ,� 1�� \\ \ \a Z.:1 �� 1 s \,._/ 6 /E 2 .O e . € f" rr -" i y..� € ! 1, z �k � � •, \ \ `� ._ \\ \. 11 �ali, is / SIU -P ASE! r I i 6 IE 2777 1 .� ®r � i 2 +d�.00, 6.00'RT sa i t $ 1` STA 12`!-9.169 13+ 00, &56> T ` ~\. `\ r � � �\ \ $ ��" \1, ��'4\ v+ Z Q \ll,��.-�la 1 /� rf 1, \ I � � ? � \ l \ ., �', 1`i\al�l.\ S`itiole`11\ 1111 ENpDR gF}HASE /ROAD € i s '` r` + l � � \ \1 ac 6 '' 7� f ♦ ^ t r .: V i 21-5 26 LF.1 € � it. ,� � aFa� p\ €'$ \t \ \ \\ \\ �._ "'� `�` i �". �.'�1��'.� \\.'' \ 1',s 1 � e 1M 27�VEMOVIS r \ %�4�G / 14 3 /// t i, 't F s' 1 1 1y�' \l\ai ��` � ^ r 6 /E 278.7 �� ` � � � 4 �'\ ��a`i � 11 \.ia�la` / � l � rr • # € r O / ''� r( '',1 1. \ ty \ � '��$ ' � � `1',., � 4 Y _ 11 i.\�\ J t � 4 d \yq \$\* -�, ,�..\ \ 1,x`9 ,� \ � `,r' - SPACE r t` ,a r \ a °�•4 \� 0 \,_�1,�� \� �4, \ -� lt� \ *. � � � 1 so of $, �`� � \Melt f ®� � ____"' 272 �- € > e � /� rJJ if it 2 +06 38 LF. � :; ® 2 N e, / r/ --'" \\ \ .. \ y a` 4 � \ \ '.` - ' �� tit \ .: � rr rrr,' .. ° /, # 1$ 1` '�., r �\,, W a' r° .-r� 1:. � { \ \ \,\ '.--,` '�., l \ \ \ ``.. � a'� 1�� \:'��tl °��itt ire"'` Il fr � 6 1E 276.2 I a �,.:° s,✓ i`[�� \� \\ �,'.,,, �' \ `$ \ it \ �., ° oa i $1 ,a °i el \� t; �� Fri time r-"-- _. 'L� s ~�J s\ � 4 f 1 p� ee p� f0' PUBUC U71UTY € -. � r ( , it V b 6 .. # I �^ \. �"'\ �' $ ''. t �`1\ 1tt} �S�i1F�i1Fl f J pp �IJ PI EASEMENT TYP i ~',,,, $ `a 'w v, ,,. \ t € ,o rf/ ti Jl \ �� '° a \ � \'. '\ L $ �`, 1 ®�1„ '\ 60 ,.,q 1° i 1 �' �1 � S l�}i��tiittt ,.....- 1�2 LF.�^ .. 3,.I r r rt`o i � ..,- ^....t r .� '� \ ! \ \ $ � t t, ila \ \\ ittt rr °- .,...__../6 /E 261.5 a} �s ry i € ; _ $ � � o 't � � iF } tl'� trill �-W PC e#3 +5 :�9 r''1 LG € �' ` 1 \q �.i4. l Ir \� ^. ...., ({ � 1a a _ 4 +50 20 LF. rt ' r $1 \\ 1'o \l, 0 \' 1 t b � l� `��ae a "a��° '' '� �� ` ie �° e i >t A _ 1 /,�/ - /5 T� n n n \�� . \.'.`\.�. ,`' ` \$ \t` \\ $ O " � `s, \ \ � t} `t � '% � \` \`1� aiaAili�a at [` `'.7Y �"�0 e.� °�", ~� 4 ____ _ -� 1+55 38 LF. tt � r >' �,\ .,.1 °'\ $ .,a \ \ �° \ � 1 � i � i � l i � �*1 t ti """°'"� r i e �rP � �'� '_ 2 SSMH 11 6 IE 278.0 r I i s rr ,. 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'r? a -- -- �'� �.� (Q�J/ /J�) 0.s ,- Ali t $ �'* � '`� \+ ` `� J ��"� �\ � s_- � �+v ilk °t � � � � � �1 �' s i \ � ` �- __ � \ 1 1 \ eee �, j i � � i \� \\ \ita��i t t y 6 !c 2¢89 � : °� � 4 ',4 d \ \ � s� ` \ l $ 4 � t ,� � 14 �al � t tt 111` € s \ f � - .. `-' \ .f t � \ \ \ *` e� �' ''. \ � \ 1 1\ � �; 1� 1 \a'`kt� Oa d t � € 15+29 39 LF. �\ � \�v ',L9� / '� ~��'1� � �^ i � t. \ '`• \ e� '°' \ � ~ i � R,\ \, i °+ �` � $ $ \ °i lair as �� <a i/ \ w.7Z �1 N i � lE 2712 4 X11 -6r +48 38 LF. r � 17 +13 38 F. 17+ 9 36 L.F. / `so i � 1. \ $ `,. \ 1, '*. \ \ \, \ s� ,� \ \ ""'� \� t ��q \,ia� t '`t__ � ,�^' i € `� � 6 IE 276.4/e 6 /E 279.3/ 6ry 282.3 s isirr t. � �` A_ \ �., \ ,1\ `,.\ 1 \ \ � , '1 $ \� 30 is _ � / �- � z =s � °...r � fEA.47{/ENT UnUry i 7 a \ 1, t ` 0: \ l\ l 1� a1`,1 t 7'� �_ i t t $� ,'.z111� � to 1N \�l $ i 4 � f- 43 a � o � CC � $ \ 1 R a _ € f +40.6U.O OADAO � ) � \ i 1 \111° p $ l l 1 _ i\ �\ \ \? 2� \. i q�� 1 til \•1��` \la / M12a4`�� i f 3 � � t �a jr� t/ � � �n✓� e 1• °� \ $ k \ `* o \� a \�1F11`i 11� \ a \ i 5 � �• � \t ` \l $11 \�\ � { \ ` i � � \ $ $ \ \ O 9 �1�lili\` yl l�l`1 `,l .v' \ j { f � a J/ ttt 1 1 � at : .\ ,1 1, `: 111 `1e11a i \ -; it -, J # �6f �j99 �`.,, � �` 0 l�la t t 7 \L i ! 1 1 1 \\ a 1' \ `- �''� °� \ 1 \� \'l�i \4�` ®1:1 jj t 9'� 9J �" � .�� f � `\\ � ! / �� ` l � i \.` \ 1 i \ \ O of \ \ \ � i \ ,``\ \` \�ll`� �•. __- �''. ___� �i ®t g !F �-'___ .. -__- t "r° - -_e_ - �� t� i \\ ) �r i,� $ $ \ \ 'l \ \ '` 'O \ \ \\ \ ` i w � \�y i 1� \ � "'��.� i F Yn€ L� i� /� ____" � -a^ _.�- °� _ .._. �.. »,.... � i ! �t` Ff { 't �f„ \\ ��..�'i � � � ffi � #B� (2G5 � q 3�T �' i�(r j \ \ \\ \ \ \ �...,,� 1 t \ \ so `' \ \ \ \ t, � \ \ll . �`l$;�� 1 i `t � '" - --'-` °-- ° -- - - i � .0 \ \ �l \ o �\. -.'l � le $ 1, �l. 11 �.�o� -- .; \ ^.. �. _- /� /.� �'��- .�-- ""`�.. _. -.. �°`� �.��,,... -....' .\_^y �F `'°w�,�+.9 ^.°'- ._..... \ � \' ,\\ °�, 4 \ `` $ \.�, \ \ \ ��\ \°�,.._ -- ��'"`-a�� -- zse� ../ � rte_-= .�.°.-°'`° "°^..`^`°_ =`� l I 1 �� '\ �. ��° \ \\ gym\ �� 1'\ \,� i l E \1 � \ \ 4 *•,, \\ \o ... =- - -_ �� - - --- -- -f l - - -- -- _ _ "' _� =°=��- ,, \� ;.g;�°'`° � _ I � \ ''' `' °'° ____ - ° "°: ' °moo �° .'."' °z °. \ - `�_27C flj� //' °^a�... �•n \ \ \ \ \ \ � � l \ \ -_____ �;.v -' - _ \��jj� V� � \ .`�' \ $ $ \ � s \ � $ 1'� � \' � \ �"" `. \ O v, � -.. _ °° _ _ -_✓ f � �� __ -�-- -_ .. -'�" ...._ .... _... __.. � ..... ».r > +: °..° -�° 9PoAN OARROIY, PE �!� 1, �,a a ,1 ° $ � ; \ \ � \ 1, \\ \ \ ° ., �'' °b '1 \ - � ` .,. ~ f ` /'" � ✓ _ .. �' °•- ° .�.. " "" � �1 DSS[GBaD: DBN � � � � �� \\ \`� \ $a, � � \1 � 1 \,, \.� �\ � _ �' °° '`,� \ -_ R ''.-- �` f / e"�� ___._ "`"�., ""�,. ,,Ol �t \l $ t � ,ti � \ �`+ \.*\ ,,, ,`., \\ 1' '`,�� \�� "`l � `.� ._.-�f �l / y_ e-.- �� °, �� ,` a', 1`$'`.,., `\ ''� �`',,.., °'� �\ �''1, \� ~ ->,.�4 CADD: aLs CHBCY®: MLM � �� .,.. �\ � \ S _ "-.,�� ~ p f� _...,...__.a- _....,. -.. � �`�, \\ °``'.,.. DATE: MARCi! 26 1999 SCALE: 1° =40r �.'�. \ \ •�\ \ °�, °. \ t\ f // ,,'°' ` \ °- ,_,. °-�.,, � `` � ' � ` `� ''�, \ `, ',. ~ �. ", \ � \.,TRACT 1S \ �. I F i a° _ __ _. _ . , `" °-.,,, \l: 4i \ $ 'a \ '`, 1 � 1\ 1 � PERA/Al�i iNT � URGE `� .- - ,...,,,, ` � -,1 I f � � _"' '^- --». -�. 1 0 � A e, 1 �. �. -. SCALE: HOBCy:I" =40' VEST.: N/A � \ $ \ \a \ \. \a0.\' ., ..,,,, ° -` ..,, < 1 / s ._ ........_ �,... l 1 \$ \,, `al "6 �� .-.,. t`\ \.,. \,\ \\ �1, �l'1 i `i ~"',,.,_ `;� ? r f 1 � µ,ASST m\$ ,r \ i i .,_ \a+, \$ $\ \ \ '`. \ � ,1 1. "°.,,y i� `� tt ,•-1af i �r � -... ...e .,... ..m, �`"' �,L �F �'j CAS \,,1 £� (� '� 1'. \ `w, \ ...... ...,. " °'1, i t i j f d .�, e '°"' "`, �` o , �•rF 2' o Z � � HORIZONTAL DATUM: NAD 1883/1981 BAS1S OF BEARINGS: HELD BEARING OF NB973'02'W BETWEEN 7HE ORIpNARNG BENCHMARK: CITY OF RENTON MONUMENT � 1938 -TOP O NORTHWEST CORNER OF SECnON 16, T. 23 N., R. 5 E., W.M. Of SW BOLT OF 7RAFFTC SIGNAL BASE AT 7NE lNTERSECnON OF N.E. (CITY OF RENION MONUMENT { 612) AND THE NORTH QUARTER CORNER 3RD STREET AND MONTEREY. EZEVA RON - 106.53' OF SECnON 16, T. 23 N, R. 5 E, W.M. (CITY OF RENTON MONUMENT ¢ 7502). THE BEAR /NG /S DERIVED FROM STATE PLANE BENCHMARK f 1 - 10P OF BRASS PLUG !N CONCRETE MONUMENT ALONG ^r.71h4 26952 <v� ,�� S ON �RQp�l2 '� y �_ EXPIFES: 3/19/00 7 /2 /✓J $TAMP NOR VALiD COORDINATES F�1ND IN O i' OF Rc SURVEY CONTROL NETWL'RK 7Hf SOUTH UNE OF THE PLAT QF MONn7tEY TERRACE APPROXIMATELY BOOK DATED JANUARY, 1995 BETWEEN LOTS 2 AND 3. ELEVAnON 25180' DNLffi3 9GNED AND DARED X_ "J 3 VERRCAL DATUM: NAVD 1988 BENCHMARK f 2 - RAILROAD SPIKE /N NE FACE OF 71HN 8' MAPLE TREE 50' SOUTH OF JNE SOUTH ENO OF BLAlNE AV£. APPROXIMA7EYY dOB NWIBES �� /� 12 y� L � a APPRO'JED 4' SOUTH AND f2' EAST � SW CORNER OF CHAINUNK FENCE. ELEL'AnON 270.11' (� u� �+ � �, �� s � � OF � � BENCHMARK # 3 -CITY OF RENTON MONUMENT { 1941 - TDP OF N.E. �E �! ��° 0 Z • � t �� e'O � jt' p'/ BY DA 7E BOLT OF UGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY NOT 7D SCALE IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVAnON 552Y ©1999 TRIAD ASSOCIATES i � -• oe ' �`�s � � �" � s� �� ' " � . ,, CD : �'- z z k/o 3 SCANNED OC � - 8 1999 -s 1 f, d D w�o B a w G r r� y 1 r� ti N R 1 i!! 7RAWT _�lo PERMANENT OPEN `SPAL.. TWP 23 N., RGE 5 E., W.M. & POR, rare -� ran n� ---= == /_ .9ft NW 1/4 & 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. °4t (j if € F N �" i } i } � � f I. o SCALE: 1 ° - 4D } �' }kt\i�l .•y. �''i _ - 44 \ i 1 1 � t ttyT 1';i 111 t S'; ------� { 4qi \I It ti I _ ''i ! t% 1 i -•= ti "` Ee- I _-- - - - - -- i i y S V }t ittt \� 1 �� i � ",i• `' '._ i � � 4�- � it 1 t ` i�� \` <tt'\�'-_.� 14 II SE u �EE 22 14 +20 75.5 3B LF. ' 2 6 /E IK HORIZONTAL DATUM: NAD 1983/1991 OF BEARINGS, HELD BEARING OF N8973'02'W BETWEEN THE ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT 1 1938 — TOP g' PVC 1 221 10111 NOYSES 98 -312 STA 3+87.66' 79 END PHASE ROAD NORTHWEST CORNER OF SEC71ON 16, T. 23 N., R. 5 E. W.M. OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSECTION OF N.E. SHEET NWHiEB 2loFFAff7 IMPROVEMENTS N 2 +85 42 LF _ OF SECTION 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON vi 2 +57 38 LF. MONUMENT /'1502). THE BEARING IS DERIVED FROM STATE PLANE BENCHMARK 1 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG 6 fE 277.7 I j I 81 COORDINATES FOUND IN CITY OF .R -TNTON SURVEY CQNYROL NETWORK THE SOUTH LINE OF THE PLAT OF MONTEREY TERRACE APPROMMAIELY i I _ I43' € 1 r m I V � } 2 +06 38 L.F. i 6 /E 276.2 ro'PU c unuTY VERTICAL DATUM: NAND 1988 BENCHMARK 12 — RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE EASEMENT 7YP �, t A TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY 1 +55 38 L.F. tt �A 6 /E 276.0 t 11 Ii 11 SSAi6 1, f (VVI 17 +46.93 6. L TNT 1 +00.00 R0,4{S C= 77 +40 60 ROAD/ B d �s e BENCHMARK 1 3 - CITY OF RENTON MONUMENT 1 1941 - TOP OF ME 1z'L�/ Z BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY - j'kw f f «1 BY DATE IN FRONT OF OFFICE FOR STONEWAY CONCRETE ELEVA DON 55.27' 16+ 38 L.F. L.F. 1 6 IE 276.4- 6 IL R 1 i!! 7RAWT _�lo PERMANENT OPEN `SPAL.. TWP 23 N., RGE 5 E., W.M. & POR, rare -� ran n� ---= == /_ .9ft NW 1/4 & 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. °4t (j if € F N �" i } i } � � f I. o SCALE: 1 ° - 4D } �' }kt\i�l .•y. �''i _ - 44 \ i 1 1 � t ttyT 1';i 111 t S'; ------� { 4qi \I It ti I _ ''i ! t% 1 i -•= ti "` Ee- I _-- - - - - -- i i y S V }t ittt \� 1 �� i � ",i• `' '._ i � � 4�- � it 1 t ` i�� \` <tt'\�'-_.� 14 II SE u �EE 22 r � 00; '3- 'ZUirs(z SCANNED OCT -81999 1999 TRIAD ASSOCIATES 0 _e TRUW ASSIMIAM Project Management Chit Engineering Land Surveying Lend Use PTanniug Landscape Architecture Site Design 11814 115th ere. 7E RtWkd, 1e 0801 -M Tel 42M AM A. 4MMI- 81 Ton Fees dWAS&M s .hbden� O 2 y Z IK HORIZONTAL DATUM: NAD 1983/1991 OF BEARINGS, HELD BEARING OF N8973'02'W BETWEEN THE ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT 1 1938 — TOP �a 10111 NOYSES 98 -312 OBASIS NORTHWEST CORNER OF SEC71ON 16, T. 23 N., R. 5 E. W.M. OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSECTION OF N.E. SHEET NWHiEB 2loFFAff7 N (CITY OF RENTON MONUMENT 1 512) AND THE NORTH QUARTER CORNER VD STREET AND MONTEREY. ELEVA BON - 106.53' OF SECTION 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON vi MONUMENT /'1502). THE BEARING IS DERIVED FROM STATE PLANE BENCHMARK 1 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG O COORDINATES FOUND IN CITY OF .R -TNTON SURVEY CQNYROL NETWORK THE SOUTH LINE OF THE PLAT OF MONTEREY TERRACE APPROMMAIELY F� V BOOK DATED JANUARY, 1995. BETWEEN L07S 2 AND .Z ELEVATION 25380' VERTICAL DATUM: NAND 1988 BENCHMARK 12 — RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY CORNER OF CHAINLINK FENCE. 4' SOUTH AND 12' EAST OF SW E. APPROVED ELEVATION 270.11' BENCHMARK 1 3 - CITY OF RENTON MONUMENT 1 1941 - TOP OF ME Z BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY - j'kw f f «1 BY DATE IN FRONT OF OFFICE FOR STONEWAY CONCRETE ELEVA DON 55.27' r � 00; '3- 'ZUirs(z SCANNED OCT -81999 1999 TRIAD ASSOCIATES 0 _e TRUW ASSIMIAM Project Management Chit Engineering Land Surveying Lend Use PTanniug Landscape Architecture Site Design 11814 115th ere. 7E RtWkd, 1e 0801 -M Tel 42M AM A. 4MMI- 81 Ton Fees dWAS&M s .hbden� O 2 y O o z B%W DAR W PE DESIGNED: mw CARD: as CHECEED: MLM DATE: MARCH 26, 1999 SCALE: HOW.: I' -40' VW.: N/A EXPIRES: 3/19/00 00q 7/2/99 Z IK J �a 10111 NOYSES 98 -312 3 3 SHEET NWHiEB 2loFFAff7 a `v+ T vi O Y F� V i s O o z B%W DAR W PE DESIGNED: mw CARD: as CHECEED: MLM DATE: MARCH 26, 1999 SCALE: HOW.: I' -40' VW.: N/A EXPIRES: 3/19/00 00q 7/2/99 STAW HOT vein, UNLESS SIGNED AHD DATED �a 10111 NOYSES 98 -312 3 SHEET NWHiEB 2loFFAff7 a .S `I o> v a w <r m -ai i N Ian[ 1, #160 # U35 I 24 X R I POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. A� SEE SHEET 21 9-;X PHA SE H 4_7 4 4, TRIAD ASSOCIATES Project Mareegernent Civil Engineering - --------------- ------------ Z�rfl, I ------------------ �y '6 Land Surveying I..d U. Planning 16�-06 ROAD '� 1 '11, 111, Y 7 7=-= 11 U71P WVR. _ :-- ------- t_z_ /,-"\ , I , / '_1 , I ", �, / , 7 '-,, 1,1+,86 43 L /VB2AT k�ll7r Or.1f ------ - PC 2 I C,64 I Land—pe Architecture Site iniagn 1.1814 115th k� NE Efflad, WA 1034-= Td 425AIAM Fier 42LWA.W1 TO F_ 600AMM56 tdd� PT 17419.27 'T 177 LF. M IE 298i6 -2 6�_13032 L 17 1E 300.5 4.17. 9j ROAD 17 +34.0 4, LT (ROAD RT r 1v 10 Ill, PUBUC UP - L ------ E.WENr C 69.94 DAD 8 ,�,xv, ------ 23+2 321 J2 '+R_ 2&L A"/, w, - 4 'D. f 1E - .5 ---- 11 ------- SSWH 21 A M! PHASE IF ;i 4 k 1. Ilpf 105 r 14- IE 3040 24±23 !Jt LF r IF 30 ok I - 2 443507 M 21 N '2576+4 k 0 ',,PC 2,5+49.15 X `4 f 1 ',g5q+�61 4t2 LF./', 7 too N, ---------- 26+1,9, 54 L`F. HA 26 +29 67 67 I-F. g6 E3075 7 Z • S5MH 22 ev -109 --- 26+28.51, 18 75' iFT I 26+29. 0 LF rO a z 1E JUZ.',q 112 '///h GRAN DARROW PE Ito, j IRACT r fit 1111IF:, DMGM. DBH 'ADD: as CRECM: am < V -7 DATE: MARCH 26, 19,99 SCAMS: HUE.: 1%=40' F- < TW.: NIA SCALE: 1" =40' N .,001 21 0 20 40 80 L M o — — — — — — N _--290 — WAS, -�X .- - — — — ✓ Z 0 HORIZONTAL DATUM: NAD 1983/1991 HELD BEARING OF M8973*02"W BETKEEN THE ORIGINATING BENCHMARK• CITY OF RENTON MONUMENT 1 1938 - Top 10NAL 7 EXPIRES: 3/19/00 N0RTH*EST CORNER OF SEC77ON 16, T. 23 N., R. 5 E., W.M. OF SW BOLT OF 77?AFT-7C SIGNAL BASE AT THE INTERSECTION OF ME (CITY OF RENTON MONUMENT 1612) AND 7HE NOR771 QUARTER CORNER 3RD STREET AND MONTEREY ELEVATION - 106.53' OF SECTION 16, T 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT 1 1502). THE BEARING IS DERIVED FROM STATE PLANE BENCHMARK f I - TOP OF BRASS PLUG IN CONCRE7E MONUMENT ALONG OF IHE PUT OF MONTEREY TERRACE APPROXIMATELY STAN/ NOT VALID COORDINATES FOUND IN CITY OF RENAW SURVEY CONTROL AfET"wK 7HE SOUTH LINE BOOK DATED JANUARY, 1995. BETWEN L07S 2 AND J. ELEVATION 25180' UNIESS SIGNED AM DATED VERTICAL DATUM: NAND 1988 BENCHMARK if 2 - RAILROAD SPIKE IN NE FACE OF TWN 8- MAPLE JOB NUIM 98-312 TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY 4' SOUTH AND 12' EAST OF sw CORNER OF cwwumi< FENCE APPROWD ELEVATION 270.11' N 'mNu'm 22oF47 1 BENCHMARK j J - CITY OF RENTON MONUMENT F 1941 - TOP OF ME KEY MAP wW BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY BY DA7F IN FRONT OF OFFICE FOR STONEWAY CONCRE7E. ELEVA7701V 55�27' NOT TO SCALE (D1999 TRIAD ASSOCIATES1 IR 0 1 o z CiDI, '3- 22-e� ldS_ SCANNED OCT Ar%. .24A p 9 li g 0 s i� � F O �a NME Q (n W cc wwp.t' -1�6t/ POR. OF NE 1/4 & GOV. LOTS 7 & 8 , TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 23N., RGE 5 E., W.P. Allow —® TRU%D ASSOCIATM Project Nenegemmt Civil Engineering Lend Surveying Lend Use Planning Lsnd —pe Architecture Site Design 11814 neln Are. A Mama. TA 28031-M Tel 42LffiIAM Fu IZ 82 WI Tau hu 229A22.0122 a�.hiedeweam¢ Z I Z H W 4 3 c ®, V Q. 2 y W O V as a � s DAMW ve MMGM: a w CARD: as cm CYO: " DAM MARCH 26 1999 sm: MS.: ;' -49* VERT.: 7• -4 E %PIPES: 3/19/00 7/2/93 SPAW NOT YMB UN= SIGM Arm DATA r02 mm 98 -312 � APPROVED PROVIDE 1.5' MINIMUM VERTICAL SEPARATION 'Hm Num 2 BETWEEN ALL U77LI77ES 3DF�� BY DATE 01999 TRIAD ASSOCIATES �C) ; �- -22 W 66 SCANNED OCT - 81999 r bk-..6. da c0 1 a w¢r m -ai ww1 a� lww� l� f >v N ROLL #160 I #X37 I 24 X 5 m g g o a �✓ 12 go a w <r N Co CD; 22�'/07 SCANNED OCT -81959 r ' ys V 0 Big 4,81- . 3j .24 � 1 i POR. OF NE 1/4 & GOY. LOTS 7 & 6 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. SAM A® TRIAD ASSOCIATES Project Management Civil Engineering Lend Surreying lend Use Planning Landscape Architecture Site Design 11814 1I61h AM M6 Erldanc Tl goal--= T.1 42MElAM Fa 426dELMI TeD Fm MABLOM >A bkdaeoemm Z I W o+ 31® m j j PHA' E 9 PHA I, cc l i 3 LOW 101AIT ELEV 294. i �I ti °° LOW dNT STA =1,2D.�6 P STA = 3 +4a5O N QEV = 29�f.20 i e o �1 w m I jK K Fe � Qe ee �99■ ~ Ri a CIS j I _ _ _ _Z GO.S /Z ExISDN GROUND ' 1 Q (T l e OSED FlNISH -' �ffRAVE i i { i i i qq . � 290 I I 3 X I i ? 159 =8' PVO 5= O,ODBp ' 1 I ( ( SSAIH 28 i RIM 29x49 s= aoDSO1 SOM D��W PE D87. (OUT} S7UB -PHA I I SSMH 27 " ROA 8' IE 2 D" jj 8' lE 2B8. RIM 297.09 ! DESIGNED: OBI{ t i I `r (SEE SHEET 'jB AND 21) i EA S77NG C GRADE PROPOSED } 8" IE 285.7 ( /N) f I e IE 28186 (0111) P7NlSH GRADE I CARD: OLS k (Typ) 3 Typ ; MLM a DATE: MARCH 26 1999 SCALE; BGDFL.:1' =40' •� ryr'p 'fp Ot�p Nfp rnp 'op n� �^ ry �.: 1v_4a W H � N � �i ai �N mt` N� roh NN hry �N `Oh mh mh m°p m �1N NN NN NN N m 1 +00 2 +00 3+00 4+00 5+00 L L. MqT WASg y Jhoas f s� �0 26952 IST ONALRV~= Z CALE: 1 "= 40' HORIZ EXPIRES: 3 1 7/7/99 o 7 „s , � _ ui ¢ PROVIDE 1.5' MINIMUM VERTICAL SEPARA RON � STS VALID DNLS4.4 SIGNED AND DATED BETWEEN ALL UTILITIES. _ I'D Nu m ® p -312 APPROVED -9 .y 'Hm N01®Ht 24 GF `F BY DA1- Z ® ww 01999 TRIAD ASSOCIATES o a �✓ 12 go a w <r N Co CD; 22�'/07 SCANNED OCT -81959 r ' ys V 0 Big 4,81- . 3j .24 � 1 n 3 d POR. OF NE 1/4 &GOY. LOTS 7 ©I 8 OF SEC 17, TWP '23 N., RGE 5 E., W.M. �c POR. 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I.v 19 +00 20+00 21 +00 22 +00 23 +00 24+00 25 +00 26 +00 27 +00 STW HOT VALID UNLESS SIGHED AMID DATED IOB NtIlU1EH n p° wy qs� � APPROVED a�a�® J /L s=Num LO0F�� BY Ll,A IE ®1999 TRIAD ASSOCIATES SCANNED OCT -81999 maRl.- oa o00 r 2 > 9 TD w <> m -ai 1 N 0--i E r„ I N ROLL 60- 0 I # 0 41 24 X 0 d Cry; � — 22��r:%.� SCANNED OCT - 8 � s ' � l } % lY ® � � s o f, mr � 9 9 w < r �H a ti 'I: 1 _ i POR. OF NE 1/4 & GOV. LOTS 7 � 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. � POR. OF NW 1/� & SW il4 OF SEC iS, TWP 23N., RGE 5 E,, W.M. �� IATES Project Nenegemwl Civil 6ogineering 320 _ r___._ .._____,_.__ __ __— ; __ _ � .__ ___ 3 _ — —_— — �___._.�. —_.� „_ _T .__,._ i _ _.__.___ ____ — __._.___.._.._. � - �20 Lend Surveyioe dscape Architectur Len e 9te Design mg i i ` ! 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POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.I�II. & POR. OF N�I1 1/4 & SM1 i!4 OF SEC 16, TWP 23N., RGE 5 E., W.NE. � g _ ®'_ a � � � 290;- -____. __ 1 � �, /' / ? 'PRIAD IATES Project Nanegement � ( € a � � Civil 6ogineering Iand Surveying a �s, € n � ...,___,� �.II � Y � ' � - - -� —� ', Lend Use Planning Landscape Architecture SSte Design O ± W 0 m � � ,L�,eu� „a srkivul.�l eea34�+ 2 ± � o 0 1 mn ree eooaaamse ....tnw..� 20 ri � "' / 3 �� a Ng �' $ � — N / — 280j --^ � N o� � i ( m � < € ' � EX75(GROUND j — _..__..._. j T .___ _ _ __ ...._.,._._— __..__._�__ � ._— i _ I € — .___._.. E .._ _ .._.{. 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PVC 5 =0.0�g0 61 =8' P 5= 0.0066 o � � RI 306.62 � � i ( , 3 p N €$ i 8" E 296.00 (OU7) € i � � ,$ 300 � 290 - -- � � � w m # o -- - -- � � � � � ; � H 19 � SSMH 1@ SSM/€l 77 \ w �' 2 w ¢ � R /AA�j 30.130 s RIM 304.74 RIM 306.08 �� X i � � o v � � o � I € � € i i 8'LE 29250 (lN) + 8' IE 297. (IN) B' 1E�29f.30 (IN) \N m i< � � � € � € � � 8'�E 29240 (OUT) � 8' !E 297. (OUT) 8' 1E ;291.20 (OU7) \ b N � i i � € [ � � € { N ' A0'AN DARROW, ff DffiGN&D: 6 � � I � I ( � N € � I € i DBN i 3 € i € �0�� 9f/�!I i f 3 i r � ROPOSED FlNISN \ C E ; � ( i `/ ; ` � € € CSC 20) � € �C&®: MLM DATB: MARCH 26 1989 a ADE (TYP) � �, � � � € I i E)$ST1NG GRADE PROPOSED N /SH GRAD£ � SCdLB: HOHIZ.: 1' =40� t� i - Q € _ € 280 € � � ( � fXISRNG GROUND Nv �o" vN �N e� N� hn No N� Nq m� N� '�h N= 1 � i (TYP)i O^ O4, pt� n� uiy hµ mM riM �N NN '0� Nµ `t 4j �O ry0 r.�0 �1 ^70 �j0 .j0 MO �j0 "10 �O r�0 MO M m ! ' _�._ —__ __ 11 +00 12 +0® 13 +00 1� -,-QO 15 +00 1s +ao 17 +00 E.� wesq /y �� °4 �,,,��, Q SSCO 29A R/M 291.90 ig � ; 8' IE 284.78 (OU� � �. � zsssz 4,4' O t f�6YlISTE1t�' (� \? - �IaNa� Ea 2 /� I11 280 ......- .__......_._....._.__ 1...__... -.- ....._._ _....,_ ; ......._____.. .. ExPiRES: 3/19/00 w s H 29 � A� CC (,� 0 8/ IE 280.10 (lN) � CALL: � 4!� 40° F'I ®RIZ € B IE 280.00 (OUT) i 1 p 4 i TRAC „O„ 1 v Y VERT. 7 299 3fAlIP NOT VALD) DNd�S4s 31GN6D AND DAT86 70H NOlIBSH ® s� �O -�7 %� (SEE SH T 18) PROVIDE 7.5' MINi�4UM VERTICAL SEPARAT/ON �� N APPROVED m h m ^ o BETWEEN ALL U71L /TIES. O U � A � N NN N ryry 9 L�70F�/ 1'f00 2'17'00 BY DATE 5� 4 0 Z �►�- :� -,t�� ®,999 1RIA0 ASSOCIATES S c7, �'- 22��G C SCANNED oCT - g 1999 s oa "oo � N W � r' ran -yi 11 qq l`€/ I ti ry `� `. e c, :1 K n 00 wzdr SCAW111 ()rT - 8 M9 l-i:-jwA 9 #1 o .24 X i POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E, W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. A� I Aml� TRIAD ASSMIATM Project Management Civil E.&—g Land S—j� Land U. Planning L.&.pc Anbitectoee Site Cog. 11814118th Ave. NE KIM" WA 910311-M Tel 42LOolm" Fa 425M MI ran F- BC&4WffM —.bid m Z F LOT 47 TRACT f ch 71 -ROPosFD NS I -GR-A-D-E-Tr-W- n I �-- 260 lox, 05; bYS7ZNG GR y V + 250 A 310, ig 244'-B- pV4 S=0.0053 -GRADE TYPJ I S�H i (IN) a- IF 245.70 rV P--H -0 2 RIM 29 188 Jw 8: E �431.80 �IN), 8: IE 2,0.40 r 8 fE 70 8 IE 2T. 30 T) 0200 #3 . ) N) p RIM 306.43 WH 32 8- IE 299.32 (Wt) Rl F-30-5.42 8 IE 298.20 (OUT) zo EX SSMH RIM 246.15 B" IE 234.75 IN E 234.55 OUT TRA C 'I r Q" (SEE SH E E-T 18) SA TARP SIWER PROFILE BM DAWOW, PE (SEE SH, Fr 19) i f EXIS77NG OROUN(D R) T =A 1+00 2+00 DOG=: aw CUD: as CHECKW. Mw a: o DATE: MARCH 26, 1999 SCALE: KOEM : 1� -49' 1+00 2+00 J+W 4+00 5+00 A10D0+00 sm. QE v CALE: 1"= 40' HORIZ in= 4' VERT. 26952 mss s- IONAI- z 0 Y? > PROVIDE 1.5' MINIMUM VERRCAL SEPARA RON EXPIRESt 3/19/00 71f-I" w BETWEEN ALL URLMES. STAW NOT Ima UIMS SEINED M DAM APPROVED 1011 NUM 98-312 "'ET Num 30,47 BY DA X-- 01999 TRIAD ASSOCIATES K n 00 wzdr SCAW111 ()rT - 8 M9 l-i:-jwA 9 #1 o .24 X i � ~ �� F— o F— a � 9� F o M �a � � (/') n° I N I U1 w x w ro °m "' U �-- ° .- � Q oQ;° o p,- Q CC U [i v ao z w � o � � cn o r ° � � Q ) ° ^� IV I �� w Q Q� Z _ r� � Q � � Qgwcn ~Q /w/nn ��o Z Q. � J � z V � � N � J � � � J Q Q W Z � � � � � I � 3 � y, G 100 50 0 tOp 200 300 � � SGL.E IN FEET Q � ® CITY OF RENTON a CONTROL NETWORK VERTICAL CONTROL DATUM 3Rp ORDER, ist CLASS C,EL ti� NAVD 1988 „ � ,�� o � � � � HURIZUNTAL CONTROL DATUM N � G > � N v - �� " � f`� 2ND ORDER, 1st CLASS NAVD 1983/ 1991 � ,� � a �O 3 �� E-+ `--I W a LJ � �' 0 a m � � w �� w w � =Z � �I � �Z� � o a =O °U'w awi N N � - m� iP ° � a �� G aim oLL °a � � °U} N a G �� S = _�� - (� � p to tG n p _ `ii Q a Q tiOw w O >- N Vi J � II _ ` Z4�� O:irw° � °� �w a1U�� w O W Z ��im�ww HlrQ�O �.SO�y K G Z K � w ¢YQ Z m IX N o % � �O (Y la � a w o sep -fio -aa{t/ Woap- a7 -as4/ wrR•a7 -Z24/ c may_ 1 d � �I I � � �_ • — e _� SCANNED ..ftlt- � Y i'ji" ��I— ._ _, s o ��. f7 ��D - {te -azK/ + z krwp - aJ -zsa/ v' "Q "a7 "zzfi/ e PLAT OF MGNTEREY TERRACE i VGL. 50 pG. 36 ( � � / G � SSMH 48' ur � '�- _ �� TOP 2� �6.03� � �' I � 1 � ._ I � � 1 6 � <<_,� / i ' INV E 234.81 � of �r I !, I � INV N 234.68 bJ� aio I � � P" � � �' v u, I ' /tl / ,'��9 ____�_4g.+4___. _ .______________._ \70QQ`` CB NPE I � _'- O'- %.NIrRI _�_ -�SSNH 60" - -� I i I 4� � TOP 245.53 ` -tWEF' ESM'i -l4 - � I I INV N 244.37 INV 5 243.37 TYP I �,'��. 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INV $w 2aa.18 INV W 243.15 � i � 33 32 31 �- � 30 29 28 TOP 245.46 pT4 \., BOT 243.86 BOT 243.15 Q � L 7 INV NE 243 -81 � ,� _ _; �N I 2 6 TRACT E ear 273 iiJ6 �d.a 34 a t cB TYPE I 4\ m � TYP I CB TYPE I I 25 _ 15'F'Rr�ATE. �' I 2� � � DRAINAGE ESIA't t _ - � I C NP I P 2 TOP 261.88 TOP 268.59 o�FRI'd.'.TE JiL! i Cg TYPE i � INV NW 257.04 INV E 258.71 INV 5 265.23 � /L/'�C K �� -i DRAifYGc TOP 258.07 INV S 256.74 INV N 258.92 INV W 264.99 S.E. 2nd P \, I - �_M'T I INV NW 254.15 t 1-:1�C _`�_ W � \ �r I ITN 6"NW 255.00 INV NE 254.14 INV E 256.82 INV w 258.74 1 INV N 265.09 � � � INV NW 254.51 t BOT 254.93 BOT 257.30 80T 263.34 9 � � a INV SE 254.48 INV a "SE 25a.38 0 ' - -- W � � 1� �� Q.` � 80T 254.48 I INV SE 254.14 y,� � VtI X4`1 IN �J J � 0 � � ,_ x rn I BOT 252.44 ` I �, ,� g \� � b Z +60.00\ i - (�- ___z�-`yuiNif- ______._ ,`` �7IVLr TEL % O� I al WM(2) I TELL TJB I WM M 'a I VLT�OTE7 I TJByJ TEL /� n i i i z +oo° F __ ___ ___ ___ ____ � I SSMH � ` WV � _ � p 0 OVL M � �.. REV 35 14 259.90 �_ -_ `O =�A � - II it 12 CR PVC SD,______rF__ IU I I INV N zaa.zs ,TRACT G 7>+ � �z c= \ <--+� I I _ B•w I 'a ew / � _ INV SE 244.39 a RF✓J�,', _,= , � o ��. �.�� L=am �._.��o��,.ee.L 80T 244.3 � � �' � - i � ` � ! < � A ,ti° I ff ` �o�'_ _ � s .7 N D _ _ _ I�_ rLss_PVC ss _ � L _ ., _ _ s LL �I� _ s +oo_ � -� -- �..( -' ��N i3 t �'- � x � 7 rim y t5' ?Rr:ATC I SEWER - SICE �� v` �/ PI'C 4° / B�V . �.'- DRAINAGE E'iMT LSM� ESME ?. �. �'l/ / I 8'�`NN��e` J� /�.f C0 I WM12) T I LNi I vTELLr° M I Lv vii /TOP�58.41 '~`_•RUC /T61 /�� , �W.,/`'�j".� Lv � ,,H�� 6 � 9 (5) INV NW 255.49 X' TR•' � 1 rS0 SSMH 48� � �I RII INV SE 255.27 ill /'VC RIM 257.59 VN ANN IM 80T 253.50 WMt2 T\ � FH I SO INV E 249.52 CB TYPE I �� IM � o it ( ' INV SW 249.30 TOP 268 -55 9C _ C �� TOP 258.24 INV N 265.88 � � i � 3 V �- 3 1 � INV 6E 255.43 INV S 266.01 � + m INV NW 255.36 BOT 265 -55 50 49 48 ��., I;,N <i 80T 254.55 52 i '�A( + °� TRACT J 51 � \� Y 37 � q� e `oi22 INV 2afisz - �,.\ �`.� wv zae.z4, wu `qA-1 7� \ % �� NH 4 / / �� RZ (O � SSMH 48" / Riu 245.86 / ! �: ��T`� � RIM 255.76 �� u!V 5 245.86 \ 0 INV SE 246.24 � / / T N SCALE IN FEET CITY OF RENTON CONTROL N�TWGRK VERTICAL CONTROL DATUM 3RD ORDER, 1st CLASS NAVD 1988 HORIZONTAL CONTROL DATUM 2ND ORDER, 1st CLASS NAVD 1983/1991 SANITARY NV NW 261.88 � � N\ INV SE 261.92 � �\ \ O. BOT 261.68 ALL SEWER STUBS ARE 6 °PVC UNLESS NOTED OTHERWISE. LEGEND ��s °��a a � {�\2`1�` SSMH SANITARY SEWER MH CB CATCH BASIN CR PVC CORRUGATED PVC WM WATER METER WY WATER VALVE FH FIRE HYDRANT TEL VLT TELEPHONE VAULT TJB TELEPHONE JUNCTION BOX PJB POWER JUNCTION BUX PWR VLT POWER VAULT STLT CAB STREET LIGHT CABINET LV STREET LIGHT VAULT O-�' LIGHT POLE \ � // "` � V{ INV N 246.11 \_ / 5 3 \ PARKING ESM'T RECORDING No. 8001240812 w�v w gasie � i ��iq,%�q Bor 246.11 1 ENCOMPASSES ENTIRETLY OF LOT 139 Bot 245 76 T To✓ '1 �, �a, // cB TYPE I i ��\ '1 TCP 254.72 / / I 4.� 'T� �f G IN'✓ NE 25224 / 38 i T6+ \ '�' INV SW 252.24 � 139 .�_ /� ,��,� BOT 252.06 %/ 54 j .\ 46 ,j, roP zss.79 jai b i �9." /� / i YD �C <� . FR L � TYP II W ` � � �� y/� / / // \� y INV 241.40 2' -s-.._ A � � ' TOP 255.56 VTELi �j0� e �y / � / \ CA�FI V 4e' � INV SE 247.47 L ` � � � oO / (�/� j' � -TOP 271.3 ' '0�: INV $W 247.42 / � ___777 � 5� \ INV N 267 �, /'t INV NW 247.22 � � VLT BOT 244.75 / `p\ � � M INV E 267 ,LO '!D o, e�C' _ _ _ %INV 246.41 ��.�� /OzOi /� % / � CB TYPE I / � INV W 26: Q INV 240135 ..�� 39 j `f�LB� O ? / O � TOP 257.56 � G � INV SE 26 iS�F'RIM:;Ri � YD � �� YO � PJ `��`� ��`0 �i� /1V�O INV NE 255.13 / 56 � \ BOT 266.2 M ' � TOP 247.45 / ttP I Q W INV $W 255.13 / (- DRAINAGE E�M�T TOP 24824] � TOP 254.67 �T @ � ��/JT, M � RIM 260.72 C r ."o �� BOT 254.88 % SSMH 48" \ � TOP . �n ��, � � INV NE 249.82 / ``� � \ �O$ INV NW 252.82 INV A 'l7sTi �^� � � j 18 /`'`v \\�J'� INV E 248.92 q.Q / ``\.�d�.� ��S�� / INV S 252.92 / � � \ I� n w yG' � / R8e 246.24 ♦F � �� 80T 246.42 / INV 24a.82./ W �`� ® � G pJ \80T � W S ��' � INV NE 238.Oi `,� /O �JB J � TGP 264.31 %Q \\ INV SE 242.69 / SSMH a ' �� " 07//x0 TEL � // INV NW 259.86 y ' ^ P � INVW 237.97 10 PRIVATE RIM 254.67 TJ8 �/ 00 INV NE 260.16 V / Zj .. INV N 246.78 J� \ 0 / % INV SE 259.94 / INV NW 239.19 r -D4 IIJAGE � \ \ ry / 2 BOT 235.7 YD EMT /�� INV SE 246.88 ® ®ry INV SW 259.64' "� l2 - �� TOP 251.13 - I ,.. .. 246 98 / / ® \ 0 / 5 7 BOT 259.3 (', Ji-7• CRAIN:.�E ESM- ` 41 A� L 'Yry�`i `� \Bs 120 �9/. '� � ' % TOP 257.58431 ' /Vii 0! ��°LO // M \� °, (�,p `.\ ��- / INV NW 252.6 ® m. / w INV SE 252.97 /CB TYPE I � / `�L � �� °�S /i / � Lq � � �, � INV NE 253.47 TOP 261.57 `SS�� NC� �� / G(T � `7 � BOT 250.21 � INV NW 257.26 Sp� / 1sp - '��P�/ � INV 5 254 27 ® 0 �O �f �' r � - / BOT 255.72 / cP,o® +° 1 '� ' i� ®' C 42 ,' / 5g 00 CB TYPE I Lps ° � �G 50 �I - 11�I c 10'PRIVATE / 1N�Z INV NW325982 ° � YY'CRPi ®�'' G CRAINAGE ESM T�4i � INV SE 260.06 TWM �� ` �g4 L� \ ,' / INV E 260.07 E �, 7 / � 43 VtT � '�+'® 6'a C8 ttPE I 0 g roP 264.32 .,,� � � ,� / a � y y. n�� 4 NV NW 261.88 � � N\ INV SE 261.92 � �\ \ O. BOT 261.68 /MH RIM 264.72 � INV 5 254.567 INV SE �; \ � u SRT � Lv �` ` CnB L �\ ��`n N: ® WM O W' °� � TRACT �� \ 44 � / ��s °��a a � {�\2`1�` INV / 1 22 \ i � � _ _Py� sD 264.67„ � 90 :3 P� � D / 15'F'RIVATE � ��GRAINAGE ESIA'T e � i�. � �P`�4 oC9 1 C'PRIVATE DRAINAGE ESM'T�.' �pL� `WV pO�L- � \ / TOP 269.81 / � �/ � Lv 101 � �J44k INV MV 265.61 INV SE 265.74 � \ INV NE 266.02 c� INV SW 265.84 /'� Go .�2 ^ ^� BOT 264.12 � / 6Qa SCR 91 � ' MV TEL DWI //� C ttPE I TOP 272.89 %' � INV SW 269.76 j INV NW 269.69 / INV SE 269.75 / BOT 269.47 % /�� 92 / ce r / TOP SCANNED JUL 2 7 2001 . w- zi7iirir _.�_:, v ib 1 O M I I s N a ` g � � ^ o �" MOUNT OLIVET CEMETERY .MOUNT OUVET CEMETERY :- SECTION LINE n, /�s I ' 1 , I , � (n (n ox w � I � 1 ; I I 0 I•� � rkETAINit:C Yf4.J R.JD DRWIJAGE EASEMEIJT I r / f ° ^ 111 m � � " F - r-- ________._� J / r U LL � Y - __ -____ I I � Q a v � � 9 "'� TRACT N YD ;' ;r INV 303.77 / f <t � CJ v 2 6 i 1 1 1 p s --, 8 c nP I 6 3 r Z W 2 5 1 u PR ^/A7E TOP 303.63 J � 0 � 24 22 �- DRAI,tiAOE INV N 300,80 G 2 i oo� i 2 3 T P 29 0 ! c_M'T INV SE 300.36 `� 4 / �t CB TYPE I 7D ! YD INV 5 300.31 CB nPE I /TWBO w, F- O w v J � =� �T INV NW ;66.43 CB TYPE I I BOT 298.83 MH 4 6'PRIVATE UTILITY TOP 310.92 �� rB N. ,/ 3 J � N � � 2nd �� TYP I 1 L INV SE 288.36 INV NW 287.89 INy S 292.35 f INV 300.16 /�o r'oLv � 21 , I i RIM 303.79 INV NE 308.40 Q TOP 276.33 80T 286.97 INV NE 287.21 / / ////��pRVVV��'�,,_,,0�c�..0 i INV NW 293.47 �� &DRAINAGE ESM T 'ti'(2 ° d � m � J' l � INV NW 273.95 INV SE 287.26 807 292.86 r � W Fes- �'lJ' INV NE 274.00. Q BOT 285.84 � I 7 INV NE 295.66 � 80T 308.05 / ,7,r,`J! � I INV SE 295.91 r INV SW 273.71 6 "PRIVATE VTILITY I o IN W 296.01 U mvb FH Lr_ BOT 272.ti E'PRI'IATE UTIUtt & DRAINAGE y, Wul u�' irBE�� LB I PWR � X // p Q O z I Jg / S & DRAINAGE E5M "T \ \ I (2)! � I rlr0 I B ___ryG _____ _ _ // i � � ¢ � � I iJ OT \ \ @. ESM'T _____ FH v I�S / Cq SO � Ni ag � N //�r^� � co � I__ 'IW. I e� / it \�,� - -- ,�y��~ - - -� e;cs r �� I � 1ty{`�?I°' ��,�.�� I �w��.� I �J.��I _ I - ��- M /,',wM��: / TRAs T I / z � Q Q V pT N ^ _"� � � i.. � � .'.� � � � 4 +00 i / � try'" �n . 3 ! �Tj� - - '� -r•YI� � - _ � _ _ �1 !I -_, '1`'-♦' ��" -c WMb'�3 Gy,, r - - - - - -CO ? ?, - (n � I - - + o -�- - '� T R K � _ _ !L 1 � - - - e�j,FOD a-wc ss �T� � _ � .1�i / ce nPE I � � Z z J as ___ �.2_ T- _,�,_ �� 3 g7F`__ -- - SsNItARr �' � - - r y 'T±,�__� �___.1 L J� +O__gxy -- _- �F_ -_--_ / _ _ I _ - II „ / _ ____ _ ___ tzc�� n ro r __ -- --- - -P�SP •� � � � � w I n ggym �� SANITARY o roP 3t 1.os- 1 T �\ '__ __ �__ SEWER / P- T_ ___ _______ _ ___ _ 72'CR _______tJ______________L _ s_! +_ `pl' � 'SEWER � >i'i- � INV NW 307.20 J Q Q � � I I ry \ /// 3 wG 50 / °O �i - > w z // ESM'T L / h� ��$ �� E5M "T � ry/ - � INV NE 307.70 Q ~ / I --K � i � CB ttPE I � / i 80T 305.62 � LL_ � ° 3 � I LY 7E �� Y�' , .a'c ( cz) I I � - {� 1 P 13 ?� r 0/ �' I (2) I INV NE 302.12 � ' //% � � � � (2) � r%\' I ' MH 4 20 /? .INV 289.23 I 10 � \ `C O � ® RM 275.x8 vAC I \ I .b RIM 276.53 a /.qu � 68 raM 29250 � /� 9�3 � /� ?a 'Nt- ?s �, /�ut �� v 6 N�363.04 / / /�.. - C IrN NE 26734 ( INV NW 269.25 ILL 4 s � 9 @ 9 a 7' ?g � I y INV NE 26x.25 r f 6 J B WM � Au+ '^ t� INJ W 267.09 I u 4 INV NE 284.22 /q WM. - YN; R INV SW 269.15 �" INV Sw 28452 (�� /� CB nPE I / ttP I ,,,///'% � BD7,267.09 I �' vtr CR INV Nw 284.22 S•E• I 2nd PACE � / � � ,t�, TOP 309.98 � � /�% "/ -D _ 65 INV NE 300.15 BO7 307.13 y /�. i � ,t 7 I I �u ppwq W I I H CB TYPE f 70P 303.65 FH \ \ INV SE 307.44 � � r 49 `t -i N �r CB nPE I 1 RW 286-86 u0P 295.90 I �,'L \'C� ry � 9 L}8 -I - I � - I INV W 299.96 / g � TOP 2 (%% BN NE 283_CS a.. 5 2^256 66 55MH 48' . � �yF,L � I + I ;, iYP I INV NE 8 82 1 I� ON Nw 280.73 wv N 292.27 0 288.45 2 RIM 305.08 ? ?. /� ,f 1 "'� � 1 - TOP 274.49 1 9 INV 5280.23 INV E 292.78 INV W 298.22 \� V I INV S 284.91 triii I INV w 292.18 INV NE 298.12 '� ' / ? ?, 4.' I I n INV E 270.96 INV E 284.80 I 7YP I 80T �.� k O C nP I ,�auoo I Y INV N 270.93 607 283.42 I TOP 288.35 64 ` � o % Q fTl y Q "I� 0 4. i� B INV W 270.86 i11 wM I I� INV w 285.52 \ w 'V � � Q ;R �, � � INV W 270.80 � �i � 807 269.43 � BOT 285.24 67 I \� / O � $ g� INV s z7o.se I- Q '� 1 <� p V Q S INV E 270.64 I I �i'n I TOP 282.84 �' r I 1� Y'p7B+ �y ,- s `� a.(Y ♦ 80T 269.20 I INV N 279.36 �= m I \ 4tT ` O O o �Q�$.� � �� zR � _� - , 15 iM"v E iie °ie' � _ � � 58 � \�` ��R o� �O TRA�;T A INV 5 279.34 C nP I � E.I 3 �; � W Lv I I - RIM 271.58 1 � 807 278.16 ' I TOP 282.91 I ` � / '� � _u I INY NE 280.82 59 \\ � L $ ✓� - \ Z Y/ _ B I INV W 265.77 � wM(z �d INV w 2eo.67 60 � 61 63 TRACT M R a 4 6 1r - --1 INV N 265.17 q 6 2 70P 298.71 N BOT 280,31 CB TYP I nP I � � W c � � IW ( INV SE 265.07 SSMH 4 - ` '� WM ~ rV � f�^�-1y nA�l� _ CB nPE I U. 22' 122' - T RIM 296.81 INV SE 295.9 00/ O a) INV NW9306.60 F+•( o+ V n CB ttPE I OP 2$5 -54 SIDE Z' c r u9 I B� INV' NE 282.25 nd � UIV NE 285.93 � \ Z \ I� 7314 RIN 8 12 I S•E• CT• INV S 285.93 SEWER , INV N 296.31 9� /�G + \',-, INV Sw 306.47 U I � � +� INV NE 268.81 INV NW 276.29 C S � I I I . 9�f I BO7 295.89 � � \ �c BOT 305.05 1 2 5 ° � I ` �-P"' OiV 528..94 s ESM'T- o '� L.I � PJ9v y� + INV W 268.68 1 7 16 INV E 279.31 O � INV' W 287.90 I 9N W 285.,83 ti `'2. �G� ' w w 70P 271.38 01011 22' BDT 268.29 R 807 280.54 J u v 4 9 v' � \\ 1 INV SE 276.28 � � � INV N 267.71 B I INV SW 276.28 t �yJ � �, �'Q- m B o+ � =Z INV E 267.98 � I CB TYPE I i70T 276.64 � H tl I `� , t t �I WM 21 �.�' /LV ? \ ryry �. E 1= INV w 26267 I+ i- � I I i°- /`� o \\ � 'fl _ l�� 3 � 0 4J / INV 5E 267.65 45 � I yp i wr I � .re - r . ti"� J _o > = O 7 9.1..1 5 6 BOT 266.25 INV tl !-�°-� tom• iMv xw iio sa t _ � T 1 , ' I P I WM I ��,00 � s r ' �' � � W� T � INV 5W 270.45 - ' = =a = =_ - -- 13 CR - - --- gym � /CB nPE I SIDE a O � � J.. J 260.72 \ � 1k� I� - =� - �" J I.I. � � 6��1� � � 1 � � � �-� � � � � t `� ��5 �, TOP 304.35 �� / SEWER w TOP 270.67 ; � BOT 269.36 ___ n �f� � �� i � � {- � � � C jt� c�'�/ yIItV _ � W � ( � V NW 252.82 � 74 +0 � � �. � � t +_ _ _ _ I t ��,' INV SW 300.66 `�"' ESM'7 INV NW 266.85 W II 116+00 LA 8 F, a 0: > N / �� INV NE 266.85 N• * � I -co - L�y'FvET�6 B•P,J� �5� •✓• _ -- _ - u WV - -�'� _ �-- _ -+ _ -- _ - -7'y -- _ _ � �f 1 II - ��'Q, as��m s 252.92 �� \� __= >: > =s =- 13' _ �� d(4) - - -- -- I-- �---- $�= 1--- - - - - -N - - --�� yg ,- , ", " O 299.40.23 LY -K � 124 m� INV S 267.21 v A r =�N u t K7 u- -„ Z laJ •� Q INV 5W 266.92 � N +00 � � � N � � u - -__ __ 5 ^I ws SR - 1 Q- � ° (5p � F- � TOP 264.31 eor z6s.3o ±, � y�-- c� �o N' t� -7�%= � �l� � = - ° ` 1 0 ----- - - - - -- z's_rz_?v.� - - - -- -- - -- ___,�_ _ �� = = -_ -- RACT B I I � N 4 Q Q „ N t Z_��^ _ tl O I p T Y4 Q � U � O INV NW 259.86 O �� i ' .I. PYIR YN I r u I I RIM 306.60 I II TJ TE O O - INV NE 260.16 O � � 1 TRACT C = 3 � _ / � s° 4 � � i VLT � tl� 1 � ° I 1 IYV NE 297.03 1 �B a INV SE 259.94 fC77 so �j� � tl I / 1 MV SW 259.64 '�C" c% r" YO •. ` � 1 ,PO IWV CB ttPE I INV SW 296.,,9}3� - III .PJB _ � � - V 57 BOT 259.36 �� j, iYP I i� i 1 I TOPT285.47 I CB TYPE II a8" wM I 1 INV NW 294.83 1, II I_ U � M � T � � I TOP 282.24 1^ 55MH INV SE 282.40 I 1 V NE 294.80 12 6 J II L 3 r t I roP 295.68 I I � I M � Y g JB INV N 278.72 TOP 283.42 I7N E 282.24 I 1 '1 9 INV SW 294.80 �j�p'y�cy I_ 0. Q /� V" � � n 0, � I I IM/ 528852 � � � 1+ _ -� O a u ic'�: � I yl, PJ INV 5 278.74 IrN N 274.21 I IM/ E 288.69 1 + 2 o II y; ' ��L rrry rN 5MH a ' INV E 278.92 1 INV E 278.27 INV N 283.21 122.1 g22 t�J BOT 293.32 W _ Lo � _ CB nPE I .- i 22' 1 22' / INV w 288.48 I _ Y � 4 � �, L ✓ � N- \ RIM 272.7 7 7 9 'tY B0T 280.70 O _ tL 0 � �. � i INV W 279.07 I 9fV sw 274.17 ?� 69 BOT 286.27 a -1-a -r 1 TEL r INV E 299.86 � y � T F � g sc� � /Y Y 7. 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