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HomeMy WebLinkAboutzS-2933Set�- v � 70 S SEG. 16, TWP. 23 N., RGE. 5 E., W.M. 171 172 173 174 175 276.64 277.45 278.17 276.25 FF 278.14 2 +46 18 L.F. 0 2 +27 28 LF. 6 E 288.8 J +03 23 LF. SSMH 303 176 1 +94 23 LF. J +06.57, 9.62 LT 27843 8� IE 2783 6 /E 269. 6 IE 26gI J = i� -r«.o� x 4,n �i \2 +69.19 LF -.. � t 2 4� 275.35 6 IE 7.5 `:., r � � � � , � , Pc = l +zzze � PT = s +sa.s7 , � 178 LIBERTY RIDGE PHASE /VA � f '� fi17UTRE DEbElePME�lT (_� s �� a/ � �'�� _ 7 �j� 0 3 h w° oZ s �, o a o . ON `� � z wwp'7?� —i9d� -.�. ® ' 5- ?933/ 0 _ � b G1 r G1 p � t � � °� � N m� � N W W TRIAD ASSOCIATES Project 6fanagement Civil 8ngineering Land Surveying Land Use Pienning Inndscape Mchileclure Site Deelgn 11814 1151h Aga N6 flrkleed, Al Y8871 -8721 Tel 485.881.8418 Ru 4E8.881.9181 Toll Yrse 88DA8B.0188 nrttAdeeoa.00m 0 Q ti J e z e � s WR � 3 �- G� Q y V / Z I� Q � � Q� so �? Qo � V SCALE: 1" = 40' 4 +7 D 20 40 80 W �'' �' O W2 �a y � � Z NOTE• ALL EXlS71NG TOPOGRAPHY � Q 'Q PROVIDED BY M.A. SEGALE, INC. ' Z � AND R/NGEL AND ASSOC /AYES � Z � ` 0 F. J W NOTE.• ALL PROPOSED SSMH S SHALL Z y BE 4E °� UNLESS OTHERWISE INDICATED y � � � HORIZONTAL DATUM: NAD.1983/7991 4 � V BASIS OF BEARINGS HELD BEARING OF N07Y)5'f0 "E BETWEEN IHE NORTHWEST CORNER OF SECTION 18, TWN. 23N., RCE. SE., W.M., (CITY OF RENTON MOH. /612) AND THE WEST QUARTER CORNER MONUMENT IS DERIVED FROM STA IE PLANE � '� '� OF SAID SECRON 16. 7HE BEARING COORDINATES FOUND IN 7NE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN IHE IMMEDIATE AREA. NAW 1988 VER77CAL DATUM: BENCHMARKS ORIGINATING BENCHMARK: CITY OF REN7i7N MONUMENT }612 -TOP ai OF MONUMENT IN CASE: ELEVA770N 280.088.' tl BENCHMARK pl7 - 'Y' IN SIDEWALK AT SE. WADRANT OF � INTERSECTION QF N.E. 3RD ST. AND EDMONDS AVE N.E. ELEVAPON 272.48.' BENCHMARK ,{f2 -TOP OF MQVUMENT AT THE WEST QUARTER CORNER OF SECPON 16, TWN. 23N„ RGE. 5f., W.M. ELEVATION J72.80.' SB � o r� Co BENCHMARK �T -TOP OF 1 -i/4' REBAR AT THE NORTHWEST SIDE OF A SET OF 8 POWER POLES BETWEEN TWl7 (2) RE7EN71QN/ DETEN710N PONDS APPROXIMATELY 950' EAST OF WEST OUARTER CORNER OF SEC770N f6. ELEVARON 259.77' OQVALD a PE YANAGB6 6PA611£Y r. FlP£EMAN, as P&O]&Cf S08VSYOE IWLUAM i oamµ ve P661BLR BNGQ1BaR I �r L CaK A5L1 PHOI&Cf UND8CAP6 dRCID78Cf � .Dd7B: JULY 1B, 2001 !I 9CAI3: 90718.:1 X40' 1�.:1 �4' .��„ � ♦ t+M � Qo �� ov y. 4�i I7. �,,aR i \ � w PO 28128 W E'SgEOlBT�Q�G\ 1 DNAL2 0 KEY MAP Nor ro scALE - -- ------- -. -..- 1. e;:p a - 9 /f /or Checked for Compliance to City Standards StAYP NOY Yd1ID —, / ��b b/ ut+�ess �ctt� �rw nett _ ,,�( �/� q -moo -o� ,oe 00 -022 �' `�'� 16ap26 � � O O ® 2001 TRIAD ASSOCIATES f ' c ��� �� - > f�� � G� scanned FEa >, s zc�z _ � b G1 r G1 p � t � � °� � N m� � N W W J PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M. 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EXJ$TING GROUND ITW BASIS OF BEARINGS' HELD BEARING OF NOIVS'f0 BETWEEN THE NORTHWEST CORNER OF SECTION 16, TEN. 23N., RGE. 5E, W.M., (CITY !v € I OF RENTON MON. Pig) AND THE WEST QUARTER CORNER MONUMENT 16. THE BEARING IS DERIVED. FROM STATE PLANE s ; € OF SAID SECTION COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. VERTICAL DATUM. NAND 1988 - BENCHMARKS ORIGINATING BENCHMARK.• CITY OF RENTON MONUMENT X612 - TOP C OF MONUMENT IN CASE ELEVATION 260.064' BENCHMARK 0: - "Y' IN SIDEWALK AT SE QUADRANT OF 'INTERSECTION O OF N.E. 3RD ST. AND EDMONDS AVE ME ELE NA 77ON "7248.' c BENCHMARK P — TOP OF MONUMENT AT THE WEST QUARTER CORNER III. IJ 'I u lE 2516'0 (IN) lE 259.50 (OUn ' 8' IE! 261.75 (IN) 8' IE' 251.55 (OUT) S91IH 302 ISSMH 305 TOP 27401 i TDw 27.198 8' IF 260.42 (l}N) iB' lE 26L01 (/N) _ ' 25 =8' PVC 3=0.0432 B' IE 260.32 (0(17) ,8' IE 260.91 (OU7� SSMH •;� TOP 27_232 EXISTING GROUND ETFVAnoN,4T¢ TYP 8' IE 26225 t: 1 4 f'ft�fiClL f 1" 4' VENT. �O y 2 i i WING TON AVENUE SE EXISTING GROUND ETFVAnoN,4T¢ TYP ' € f Q E SSMH 3' J N N N N N N N 6 +00 N N 1.00 4+00 5+00 4 y � O• 1" Iki� H f s I I I 5o, FR 0.4 �uT � b o n� v, d W W I� R, 1 W W ®I Project Management Civil Engineering Ian, Surveying Land Use PI-11, Ldscape Ar ,eetum an Site Design 11114 115th km ME Yakland, 11 =34—M Tel 425J21AM ft. 4MMLS481 ToM fine 808ARIBM — Adwroeeeffi O Q ~ J 2 4 y � O• Qo s a aZ �' acz SCALE: 1" = 40' Ix 2 0 20 40 80 V c W 2 y � L 2 NOTE.• ALL EXISTING TOPOGRAPHY BY �► Q ; PROVIDED M.A. SEGALE, INC. ASSOCIATES m AND RINGEL AND Q ~ 04 NOTE. ALL PROPOSED SSMH "S SHALL Z W BE 48 70 UNLESS OTHERWISE INDICATED HORIZONTAL DATUM: NAD 1983/1991 E BASIS OF BEARINGS' HELD BEARING OF NOIVS'f0 BETWEEN THE NORTHWEST CORNER OF SECTION 16, TEN. 23N., RGE. 5E, W.M., (CITY OF RENTON MON. Pig) AND THE WEST QUARTER CORNER MONUMENT 16. THE BEARING IS DERIVED. FROM STATE PLANE s ; OF SAID SECTION COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. VERTICAL DATUM. NAND 1988 - BENCHMARKS ORIGINATING BENCHMARK.• CITY OF RENTON MONUMENT X612 - TOP C OF MONUMENT IN CASE ELEVATION 260.064' BENCHMARK 0: - "Y' IN SIDEWALK AT SE QUADRANT OF 'INTERSECTION O OF N.E. 3RD ST. AND EDMONDS AVE ME ELE NA 77ON "7248.' c BENCHMARK P — TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SECTION 16, TWN. 23N., RGE 5c'., W.M. ELEVATION 312 B0.' BENCHMARK TL' - TOP OF 1 -1/4- REBAR AT THE NORTHWEST SIDE 6 POWER POLES BETMOV TWO (2) RETENTION/ c o OF A SET OF DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SECTION 16. ELEVATION 259.77' x OLW" ,L PBO= IfANAGIM HL4 PE BRADLEY T. naMWAN PLS PBO]ECf SOBPM - NBIJAM ,L QOGp1C PE } �r'1REr L cox asLA P&076LT IANDSCAP& AI MffCr I DATE: JULY .16,,.2001 SCALK: 80®3:1' =40' T®'.:I° -4' V�pF1J yOC' 28128 Ai49 IST \ KEY MAP ONAL4E�G~ NOT TO SCALE EXPIRES 1: 91,01 Checked for Compliance to City St d S SfA NOT VALID DNLS�S �GIRD AD SI nATBD � dl -►o -0� "B D® -02c2 ' SBBBT BOl®SB 17426 'ASSOCIATES L 0 0 11213 02001 TRIAD v 9 3 SCANNED FEB 15 2 "? �uT � b o n� v, d W W I� R, 1 W W ®I 9 3 6 9i 1~ 1 rn a a 8 Iwall i a 0 Na o Z O s 07 o � 16, TWP. 23 N., RGE. 5 E., W.M. DEITR 2 DWALD .L HALL, PE PROTECT MANAGER 6RADLEr r. FREauAN as PROH3CT SORVEYOR WILLIAM J.. COGriN, PE PROJECT ENGMEER J977 EY L. COOK ASIA PROJECT LANDSCAPE ARCHITECT DATE: JULY 16, 2001 SCALE: e8F1&.: f m40' VW.:1' -4' CID ." �' 29 >':a' °3 SCANNED FEB 15 2002 e, y a � M O Q M N N W W 1, J w I ce) 7:ilAD ASSOCIATES Project management Civil Engineering Land Surveying Land Use Planning landscape Architecture Site Design 11814 115th Aw. WE Effl d, 111 NW —EYZS Tel 4F5ffiIA0 Fez 4"1.3481 Tall F— WDA860F0 — triedeeaa.wm a 0 4j � opc Q 3 � ♦�R ®� Va Q� 00 Z �2 SCALE: 1" =40' 4 0 o 20 ao a0 5 a W 2 NOTE. ALL EXIS77NG TOPOGRAPHY M.A. y Q PROVIDED BY SEGALE, INC. AND RINGEL AND ASSOCIATES J ¢ ('j a a ® ` �O J W L NOTE. • ALL PROPOSED SSWH S SHALL a y BE 48:0 UNLESS OTHERWISE INDICATED y HORIZONTAL DATUM: NAD 1983/1991 BASIS OF BEARINGS HELD BEARING OF NO105'10 E BETWEEN 714E NORTHWEST CORNER OF SEC71ON 16, INN. 23N, RGE. 5E, W.M., (CITY OF RENTON MON. 012) AND THE WEST QUARTER CORNER MONUMENT OF SAID SEC7701V 16. 714E BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CON7ROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN 7HE IMMEDIATE AREA. 4 4 VER77CAL DATUM: NAVO 1986 BENCHMARKS -. ORIGINATING BENCHMARK.- CITY OF RENTON MONUMENT #612 - TOP OF MONUMENT IN CASE. ELEVATION 260.06 &' BENCHMARK Al - X- IN SIDEWALK AT S.E. QUADRANT OF o INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA77ON 272.48.' e BENCHMARK 2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SECTION 16, TWN. 23N, ROE. 5E., W.M. ELEVA770M 312.80.' BENCHMARK #3 - TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE OF A SET CF 6 POWER POLES BETWEEN TWO (2) RETEN770N /moo o m o 2 DWALD .L HALL, PE PROTECT MANAGER 6RADLEr r. FREauAN as PROH3CT SORVEYOR WILLIAM J.. COGriN, PE PROJECT ENGMEER J977 EY L. COOK ASIA PROJECT LANDSCAPE ARCHITECT DATE: JULY 16, 2001 SCALE: e8F1&.: f m40' VW.:1' -4' CID ." �' 29 >':a' °3 SCANNED FEB 15 2002 e, y a � M O Q M N N W W 1, J w r PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M. EX. SSMH SHEET 2061 E DROP DETAIL) USEMY RIDGE FT 17 +87 35 LF. 6 /E 260.2 A,T ` \ P 1,;S.EE _ a _ 7 ilRE DEVELOPMENT I TRIAD ASSOCIATE$ a 215 Project Management 79' -8� P Civil Engineering Ue� 26401 i 18 +32.54 SE 47H STREET Land Surveying = e,AV•' � 7 +00.00 INDEX PLACE SE Land Ose Planning SSMH 401 Landscape Architecture J �i, Site Design GSE ' 2 i 18 +3 &54, 3.95 R7 27147 a �' 11814 11514 dae. N8 4irkleud, 11l ABD34 -09�i PEE• a 18 +22, 27 LF. J5 Tel 425SLUM Far 4'25AL3151 f6 +31 35 LF 0 ;r 6 /E 260.5 268.33 I 741 rise 553Aeumm -bid-- V ��. fi`•� /2 6 lE 260.7 18 b HAMA(Grav CAURT SE' 14 '' -� Z MAWHute STA. �o+so. E � N 170 l�6 --° a 14 +09 36 LF. 15 +44 32 LF. \� f �/ 268.51 SCALE: 1" = 40 ep I v 11+13. 34 LF. i 169 279.86 /9. q �� 6 /E 268.4 6 /E 266.1 ;. \ K / �� 268.95 t ' 6' !E 279.6 t 28744 © r y - 13 6 37 LF. 75+0 39 LF- 207 _1 cr \ 17 +02 27 LF. 1i 0 20 40 80 � 0 Z i PC 71 +332q 72 +52 37 LF. if 269.6 6 / 267.6 i 192, r 1- _i6 /f 2720 _r 20 27290 �/ 27 LF. H 312____- ---- 208 6 -/E 2628 uj r d r 12 +2a4s,. 6.00 Rr f� ,< ti 27744 27 .. 27 43 dr ® 204 V� Q v �. � Q 3 27063 93 __ H 31 J -8' P� 20'� � © NOTE.• ALL EXIS77NG SSMH X88.65 � \ 1 5' 184 29 INFORMA77ON SHOWN WAS '-9B LF zsos 29 L.F. IE.g634 Q PROVIDED BY R/NGEL AND Z ®lL SSMH 313 - s- lE 2s5.a � ASSOCIATES Q W ` 0 10+96.29, 10 RT / `�__ 1 __� ...4 „�- ® -_.s, ___ g �� V_ �/- - 202 uj t �,, 27287 „pM ; Z a 6 /E 280.2 i 17+281 32 t t 13 +3 26 LF. v 13 +59. 26 LF. y 74+59. Z6 Lfa / �Ja vl 12 +2 26 LF- 12 +39 5 LF. y� 14+81 28 L ASE Q Z !E 278.8 1 /E 277.6tg 6 /E 73.8 '6 /E 271.5 �., 6' IE 268.3 `� 6 IE 267.4 01 6 IV PHASE NOTE:• (TYPE SURE7RACK OR YNT 13 +22.62 SE STREET tk PH 194 195 196 ', 1 7 i 198 1 +00.00 HARRIN TON CT SE RE " N APPROVED EQUAL) FALL RES7RA/NT 4 y O ?sxai zes.ss 28538 z 28.x4 v92s 199 \ ( 27344 V �J'N. 270 1 N IS REQUIRED IN ALL SANITARY = f0' Puauc unu -Y ti 27x.12 , 3 SEWER MANHOLES GREATER O ° EASEMENT (TYP) 27x19 +a m THAN 20 FEET IN DEP7H. m 2 , 3waa ��wa a U, 8 N NO7' .- ALL EXIS77NG TOPOGRAPHY Z n „ PROVIDED BY M.A. SEGALE• INC.I >, Q z AND RINGEL AND ASSOCIATES rc MIR ` O W W - N ALL PROPOSED SSMH LINSD HALL Z U, BE 4870 UNLESS OTHERWISE ICAT ED y = 0 ............�.__._____- __...__ 1 ._._..._.... ,.....�_._._..d.- ....__�.____.� £ i y _. - 3 - - - - -- ---- -- HORIZONTAL DATUM: NAO 198311991 U i i y i BASIS OF BEARINGS. • HELD BEARING OF N01175'101E BETWEEN THE NORTHWEST CORNER OF SECTION 16, 7111V.. 23N., RGE. SE., W.M, (CITY i 3 OF RENTON MON. 012) AND THE WEST QUARTER CORNER MONUMENT OF SAID SEC7701V 16714E BEARING IS DERIVED FRom S ' ` ( S s COORDINATES FOUND IN THE CITY V RENTON IO S R RD O CONTROL IN 4 j 7 { THEI ME AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN � 2A 3 I ' £ l ! THE IMMEDIATE AREA. .79. - ____�...._�._..._,.._._,._ -s- _._.._ VERTICAL DATUM: NAVD 1988 BENCHMARKS @ ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT ,{612 - TOP P�, OF MONUMENT IN CASE ELEVATION 260.068.' e i I i BENCHMARK if - X' IN SIDEWALK AT SE. QUADRANT OF O ny INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE N.E. ELEVATION k 27248.' z PROPOSED PH, t € V PHASE N PHASE /V; 401 i a a 3 ? i TOP 65.75 BENCHMARK /�2 -TOP OF MONUMENT AT THE WEST QUARTER CORNER n _ \ i E 8' 1249.58 (lN) OF SEC77ON 16, TWN. 23N, RGE. 5E, W,M. ELEVATION 31280.' .,y 249.49 (OUT) SS .ice - -- 2 BENCHMARK TOP OF 1-114- REBAR AT 774E NORTHWEST SIDE o 00 -., -,.. t NG GROUND s y�- __.__.___�._..-__ ^ e_�... 1 W. .__� .__�.___. �y- .Y____._.��_ .___._..' 1 CANER OFPSECnONP�6.O ELEVA7ON 259.77T RE7ENnONR o 'C �' i H I OF A SET OF 6 POWER POLES BETWEEN TWO (2 "-�... �., i i 2 SS 19 =B' PVC 289 w 3 € 5= 0.2947 T-" � w 7 � � 3__ _ 1 __._�... ___ ! �- -T- ._.�.- ______"'tj_ (dam' WEST QUA z mil/ gl C I 1 t rn W i 1 1 I OQVALO ,L HILL PE W PROM MANAGER } m i g� i erFAaEr r.'WAN RLS .. ).._._.... -_.. _._.... _ i I,- _...„.. WW N, PE - {_. a I �- a2 _._ ... _...- � PBOI&C1 HNGINffit 1 �� t d r) 1 H 313. j ° ,,, ^ 1 n ( i ` I S ,EFFREY L C'02 ASLA •c) OP 284.74 i i� g ? 'n x P�HO1HCf LANDSCAPH 1 ZARCBITBCf w' lE 277.91 (lN) 1 H 1 = o ! III ' If 277.74 (OUT) o N $ I i SCAM: 90®5.: 1'm40' Yffi.:1' =4' o ' SSMH 12 1 m •- i .-- -... --- -- I x 2791 � B•.1E 27.38 (lN) �__.. ? \� _ -. ___... .- _ _ _- -�-_,. �....____ € 279" ._._ -__._ _. _.._._! _..._._ �._... N D IS 1 IF 27.28 (OUT) '8 e _ _ _._ --._.. __ R - _ ---- _...__......- j NOTE: CONTRA TOR SHALL .e a INSTALL APPR VED FALL RESTRAINT DE CE IN !X III 1 E'ygA'cIST68N'9G�2 SSWH (TYPE M-6 SLRETR K C REQUIRED. i \ slONAL F,C� 3 s � 3 TOP 277. o - APPROVED o~° 1 ; ' 8' lE 26340 (IN). ! �s ? ) KEY .MAP _ »_.- .._..._ _._ .._...._.. __...- ..___. v_>i 289 °-._.. .._.._. ...�. ._._._._.... ._._____.. _... ___. °-� .__._ _._. -.._ _., _ -__.. _. -8--1E d0- (6UT }......._.._ .. _�..._ _-i- ..... _......_........_ �. _. ...____ ...... }._... _ ._.- CL9 .._..____ ._ �. ._._ .._.._. -____ _ -�. �. _.._..� . .. ... . ...... NOT TO SCALE EXFIR[J�. � /1[/03 m W p I 1 RIM 26 74 Rl 6 E ✓ /` /v/ I 3 t I CALEa 4.O HORIZ i £ 24" IF 1223, 99 (IN) a S?4!H 402 a 1 `� -F� As, P Y STAMP NOT VALID 4 YGR I . I 26 26 � ? s 2a" lE z3. as (our) i Checked far Com li0nce to Cit Ste Bards EXISTING GROUND j } 8 "ilE 258.88 (1N) C i ADJUS RIM TO 265.49 I UNLESS SIGNED AND DATED o F1EVAn01 AT P, 7YP 1 1 8' lE 25878'.(OUT) t S O,p3 ( NEW 8, IE 243897 / d ro a t 77 t C L1 III 1 i (DROP NEC710N PER -•� 6 N I I I SE 4TH �� E I " 'S DETAIL SHEET 20) IOH mm N q iD -off 00 -0/2@2 / 9 L� V of W 1! 1 z :r +oo 12 +00 13+w 14+00 15 +00 16+00 17+00 18 +00 T9 +00 U A 0 0 1 2 3 02001 TRIAD ASSOCIATES 0 -,S L 29330u SCANNED FEB 15 2002 �3 1 • N 1 u.r ' FIB : }: .' 1 L� CD C9 d a g a s Lti 3 h N O 0 a off' O N~ 00 J ¢4 A5•SUILT s' a 0 11311 z O W °z WVWP -27 —?v *J# o • 56 111 4102 PORTIONS SEC. 16, TWP. 23 N., 172 173 174 175 / +44.f7 SSMH 304 1t9k£!v 7.ffi, LT 171 276.64 277.45 276.17 27 &25 i9 •32 97414 L.F. \�6 +. =8 j+ 3+ F. �H 176 RSP LT a 10' PUBLIC UTILITY 6 E 2 J , SEMENT lE 269. \ 6 IE 26 3�M i 276.43 F e , �`4v %% 170 D __ _ _ 6 E 16✓14 er=-fxv -F. IE Z5 � 6. FUMME DEMMOMENT a-VV SPACE I PF% 0 z DMWO.L ML PE FHW61.7 llARA6Ng HMViEY T. F1�MML bLS Im SUREM MUJA11 t GOGME 1E .EF/#YL COY A8A PBDM IAPDSWE ABCB�(T DA1$ .ALLY 1A 2001 SCAT$ i�:1 a4D' mm-1' =4' J 00 �e �O 28128 s`S ONAL E %PIRES V22/03 9/0/01 Checked far Compliance to City Standards ffM NM YAW _ UNI,&SS S[GNO AMID DATED SA ILUJ 8 q -to -Ol JOB Nom 00 -022 SM NDIM 6oF 2V s INED SEP 13 200 ®Zoo, TrGAO ASSOaATES L U A 0 0 1� 3 ,>301 SCANNED FES 15 222 a � > !2 v o ' _ =K N rrs G N W W cd 1111" A280MIM Iudt�e L-d U. phft 4ee5itafae Sdt Oeien 11ML411'm�.= fiiLi Q� W4� Fm M Zi Ms Y M..Affmh� 0 � tu Q t% 2 W 3 4W �= 7 ARRINGTONN CT SE HARRINGTON AVE SE Q 2 SCAM. 1' = 40' Q 2 i► O 0 20 40 6o ct; O W2 P� W Z 07E ALL DaS77NG RIPOGRAPHY ONDED BY M.A. SEGALE, INC. 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