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LUA98-040 Large Format
SSMH RIM=36.02' IE=31.12' (CTR. CHANNEL) 6' CHAIN LINK FENCE 6' WOOD F-1\I(`F - 2-STORY WOOD FRAME BUILDING/ T-_ 3 CB DRIVEWAY, RIM=35.40' IE=31.40-' 12"CONC S) I 3 SDHM RIM=35.53' IE=26.13' (12"CMP N) IE=26.13' (12"CONC E) IE=25.93 (18"CMP W) CULVERT 3 IE=31.17 (18" CONC WITH TILE FACE W) SSMH 3 RPM=34.52' IE=22.52' (CTR. CHANNEL) RIM=30.81' •'I IE=27.91' (12"CMP S) SSMH RIM=29.83' DEVELOPMEN NNING IE=18.73' (CTR. CHANNEL) CITY OF R ON A3 APR U 3 c.98 RECEI 0 I I 30' 30' I c I w O I S 89019'07"1E325..23' NE 12TH STREET CB RIM=56.29' IE=53.49' (12"CONC N) TERCR41yONNT i=7 CB - 2.96RIM=48.56' IE=45.56' (12"CONC 6 NI) g S S8 3' WIDLIIJ_ ONCRETE 0 Q g4 58 56 0 58 62 0 642 t 56 64 66 66 640062 52 OS 64 66 68 70 G 68 70 68 6 CB 0 5 p 62 66 68 70 72 720 \ D - RIM=37.21' 64 74 E=34.71' (12"GONG N) 52 6g '0 575.5'' "t_ SS 231 1 "W 89.10' 6 • X X--n 68 p 72 74 _ 0 ca / FENCE 3 I- - ti 0 /" 2 7 O , 5$ CCU CHp N .! 6 4-S •5 ' 1 „Ny OV 72 SDM ^ (O 0 RIM- 8.23' SNE o0 IE=65.03' (12"CDNC E) CB L 66 O P o0 RIM=23.15' txL p6 4 0 0 / ,c)`0 1 0 74 6 IE=1'9.35' (12"CONC N) 0 4g 6 HED G cD O Uj -'0 O00 E G NCRE E 0a A 2 5 2 68 BIL BOARD 72 w O NE 56 42 rk6 4 p 6 68 70 ' 684 6" CONCRETE 68 N R- i tJ65$4 85 04 44 2 0 0 SNE0 O RETAINING 6b ® -66 ' CB fly R!M=56,26' IE=53.76' (12"CONC E) 00 5a j$, OI Z lP 6' WALL • P,( , W RIM=68.31' N68• 6 V F,O g"gc102MMA ' 5' CHAIN 000 \ 12 QI B. 33 IE=65.71' (8"GONG E ' i Aa 54` Cl P G ' 0 0 LINK \1 EO \ D -• S S 2g 5c 0 56 , 2 o 0 o O ENCE SN \ A S Q SSMH RO RP 0 RIM=65.53' uP l 2 0 rk4 P P o WOOD IE 60.23' (CTR. CHANNEL) b / O,,P ° 5' CHAIN LINK 6"WIDE CONCRETE c 000 POST / p' wrr / 2 42 00 P ° P E- S-' ^ SOP- - FENCE/GATE RETAINING WALL. 0 G i LS CB 6 0 / r 5 / . SSMH I . O - P_ 62 , Q F, ( 1 P / CB RIM=66,34' 0 btk o ,0 / _ - - - P_T _ 5 PS F 11 i 6 / RIM=66.30' IE=63.24' (12"GONG N) EIM63 97? (CTR. CHANNEL) WOOD' S e P° / O`9APO 0P IE=64.63. (B..CMP N) IE=63.34' (12"CMP S) N86. 1 9' 10" 5FENCE IRT/GRAVEL \ x IE=64.44' (8"CMP S) 1 ( ARKING AREA \ 6 0 / O 'O" 1-STORY WOOD \ \ I ti 0 . SSMH IE=63.44' (12"GONG E) 1 . 60 O` RIM=65.92' IE=63.04' 12"CONC W 1 / o O WOOD DECK 0 / ?p \1 I P G. / 0 / ( ) CL ` 61 P P FRAME ' / IE=60.32' (CTR. CHANNEL) BUILDING / I I ''' Ope < 2 6 / PO t °P / O XI CB 54 WOOD O// x I BILLBOARD / 5 RIM=62.75' FRAM w / IE=60.75' 12" CONC N Ec> I ' ( ) G4GARAGEz ' / CB SOLID LID) IE=60.75' (12" CONC S) 7 % 56 I I I tK' RIM=61.10' O 7 7 I I I / / IE=58.27'(12"GONG N) S6 c x I i Q- IE=58.17'(12"CDNC S) x I I O / SSMH LEGEND p Oo I II ° 0 0 Q RIM= 60.69' Ile- yP I o / IE= 55.09' (CTR. CHANNEL) a AREA LIGHT O SANITARY SEWER MANHOLE P CATCH! BASIN ® TELECOMMUNICATION JUNCTION BOX 0 0 I 58 T Q BILLBOARD P Q FIRE HYDRANT -0- UTILITY POLE j OS ti0 Icat " 14)CL-M RIBM=59.94' GAS METER X{ Q UTILITY POLE WITH LIGHT 1` CO - - - T IE=57,92 (8" CMP W) GUY ANCHOR ® WATER METER h a. p0 tK_ SHED / /P o, aDRIVEWAY ^3 :(SOLID LID m GAS VALVE WATER VALVE ro 1-STORY p / / p P CONCRETE BLOC !') f 60 RIM=60.16' pnex MAIL BOX -G- GAS LINE AND BRICK00IE=57.26' i,12"GONG N) BUILDING. po S f ) © POWER MANHOLE - D-STORM DRAIN LINE IE=57. 56' 12"CDNC S 00 o P a° P O Z 8 G IE= 57. 51' `8"CMP E) f Cg o POWER TRANSFORMER -S- SANITARY SEWER LINE 40 RIM= 58.94' s CBSOLID LID f IE= 56. 12 (12" CONC N) [el POWER VAULT -W- WATER LINE N RIM= 55.03' f IE= 56.12 (12" CONC S) IE=52. 63' (12" CONC N) I 2f Q STORM DRAIN MANHOLE - - - - P - OVER HEAD POWER LINE I 0 0 Q 'S0P0 % IE=52.68' (12" CMP S) ` f h n SIGN f OVER HEAD TELECOMMUNICATION LINE IE=52. 83' (8"CMP E) f W) IE=52.98 (6- - F-T - - OVER HEAD POWER AND d " DIP O ' a m EDGE OF ASPHALT TELECOMMUNICATION LINE r cP sp ° CB CONCRETE SURFACE P = RIM=55. 57' f CB O MA MAPLE TREE s6 IE= 53.37' (8"CMP E) RIM=56.95' O AL ALDER TREE O MD MADRONE TREE IE=54.25' (12" CONC N) ASPHALT PARKING LOT f D c PE= 54.25' (12" CONC S) tK O WL WILLOW TREE 0 CW COTTON WOOD TREE O FI FIR TREE N'$9.2 29"E 144.8 q 0 CE CEDAR TREE 0 0 P CB 10' FI WO FENCE RIM=54.93' oCOD IE= 53. 33' (8" CMPW) Z 0 CB I I oo Y c\j m 2-STORY WOOD / RIM=53.89' oL j I/ FRAME BUI_DING j IE=51.89' (12"CONC N) II N< // / q IE=51.49' ( 12"CONC E) IE=51.89' ( 12"CONC S) CB RIM=50. 25' IE=44.25' ( 12" CONC) CB RIM=50. 16' IE=47.76' ( 12" CONC N) SSMH IE=48.16' ( 8" CMP E) RIM=49.92' IE=47.76' ( 12" CONC S) IE=47,42' (12" CONC) CB SOLID LID RIM=49.52' IE=47.12' ( 12"CMP N) IE=47.32' ( 8"CMP E) IE=47.47' (" DIP W) r4 HEBRANK, STEADMAN c AS I n' I S, p0 PROFESSIONAL LAND 6564 FIFTH AVENUE SOUTH, SEATTLE, WASHINGTOF1 98108 SURVEYORS 206) 762- 4982. O HY HOLLY TREE ALT,/ACSM LAND TITLE SURVEY 0 of ,W N N S 0IR ENTIONPF292820 3, •, GISTER,• ANAL L A Q S CITY OF SEATTLE, COUNTY OF KING, STATE OF WASH I N GTON EXPIRES 09/21/99 VERTICAL DATUM CITY OF SEATTLE 40 20 0 40 80 GRAPHICAL SCALE: 1 " = 40' CPS,- ta'y INDEX NE1/4, NE1/ 4, SEC. 8, TWP. 23 N., RGE. 5 E., W.M. KING COUNTY, WASHINGTON DATE: PRELIM. 4- 3-98 REVISED: DRAWN BY: MAM MAP CHECK: FINAL CHECK: 98031. 00 SHEET 1 OF DEVELOPMENT P CITY OF REN APR 0 3 1 RECEN z f 1 -7^0 SSMH RIM=36.02' IE=31.12' (CTR. CHANNEL) 6' CHAIN LINK FENCE 46k S 89019'07"1E325.23' EET CB CB RIM=48.56' IE=45.56' (12"CONC NI) g0 A RIM=56.29' IE=53.49' (12"GONG N) NT0N T E R _ XGA E 3' WIDc\CONCRETE s S S8 FLOW I -I, A O 56 58 0 S4 58 0 62 662 56 p 62 64 66 66 64 52 58 64 66 68 '.i 70 G 8 70 6 6CBVvRIM=37.21' 56 0 6 2 66 68 70 72 72, 8 74 2„\NIE34.71" (12"GONG N) 0 6 70 7 4 5 57 1 , _ S8 23'1 1 "W 89.10' a 0 12 74 i / W A / 6 OK FENCE .3 6• 57'1 w O 72 - SDM ^ 575 _ & ( O N6a, FJ k EIM65.8133( 12" CONC N) CB ` % 62 66 0,1$ 74 00 IE 65.03 (12 CONC E) RIM= 23.15' G2 p6 0 0 O IE= 19.35' (12"CONC N)00 0 a6 G HED ESE cD O . 72 0 68 / E C NCR 2 50 68 BILLBOARD 06 N 62 , O 68 6870 _`R=6$4.8 „`/Q I + Oo0 w00 6 6"CONCRETE® $ O SNEO O RETAINING 6 CB 00 $ ' 4FjG ZF P 66 WALL ' 12„ P' , 3 „ O RIM=68.31' 9- 6 0 10"MA 'ti a IE=65.71' (8"CON p S6 ° N68 p O 8 & "-12" MA 5' CHAIN 00 5 0 P / 1' 0 6 LINK OEO \ D' 4 _• S c 0 56 2 O O A ENCE 5 lei p 2 S Q / 0°S- W 16 3PR0 22 26 h 0 J 0 O,,P O 5' CHAIN LINK CONCRETE p00 POST Q, w 0 b 32 6 RETAIN o O s' ° FENCE/GATE RETAINING WALL. ` D D --- RIM= 56.26' IE= 53.76' (12"CONC E) SSMH RIM= 65.53' IE= 60.23' (CTR. CHANNEL) Ofwo S6 0 P P-T-- SA / ( SSMH l / O - P_ 62 , Q F P CB RIM=66.34' z Q 00 ' / - -- P-T - `° RP F 01 i IE=63.24' (12"CONC N) RIM=69.47' Ov c7LT tia 0 b/ I ` Q O O P FOPc F 6 // RIM=66.30' IE= 63.34' 12"CMP S) IE=63.97' (CTR. CHANNEL) x IE-64 63' (8"CMP N) ( IE= 64.z-4. (8"CMP S) 8 ' 19' 1 O" O 5' NOOD ARKING AREA 6"M P IRT/ GRAVEL \ x ti I I CIAO \\ SSMH IE=63.44' (12"CONC E) 5a 0 „ / /• 1 +' / POP'3a••60- STOWOOD / /\ x \\1Iy06 O q co RIM= 65. 92' E=63.04' (12"CONC W) O FROD DECK > E=60.32' (CTR. CHANNEL)O O 466ULDING 6aIOU Ile x I / CB 54 WOOD ' / O// x I BILLBOARD / S RIM=62. 75' FRAMEw / IL=60.75' 12" CONC N) c> I > ? GARAGE z ' i roCBSOLID LID) IE=60.75' (12" CONC S) t ° r j . r` W O O ( / 56 L j I tx / RIM=61. 10' 6' WOOD P , v o/ 1O 7A a x _ 0 E=58.27'( 12" GONG N) FENCE , ti ,•P 56 ' cr I n / IE= 58.17'(12"GONG S) x 30 30 N h 4p o SSMH LEGEND v, a`" `L O \ \ ` ,50 3 I I O`L °G / RIM=60.69' 2-STORYM P \\ \ P POo x I 0 Q2 IE= 55.09' CTR. CHANNEL WOOD FRA E ( ) fa AREALIGHTSANITARYSEWER MANHOLE f BUILDING T ----- T ID D° CATCHI BASIN ® TELECOMMUNICATION JUNCTION BOX ot CB DRIVEWAY, 0 ° I 58 6 4a MP - - - - - - - / T Q s FIRE HYDRANT UTILITY POLE RIM=35.40' p P i, - - - II - _ - BILLBOARD P IE=31.40' 00 N P 6., (7)6 - / CB GAS METER x¢ UTILITY POLE WITH LIGHT 12"GONG 5) I - - - _ - 14" CL-M RIM=59. 94' T / IE=57.92' (8" CMP W) 3 GUY ANCHOR ® WATER METER SHED 1-10. aDR(VEWAY - 3 SOLID LID w GAS VALVE WATER VALVE 00 1-STORY p / I O aP CONCRETE BLOC to / 60 Rlhh=60.1 E' IE-57.26' (12"CONC N) pnex MAIL BOX -G- GAS LINE v, AND BRICK 00 cx SDHM 3 d O Q BUILDING. O / ( ) © POWER MANHOLE -D- STORM DRAIN LINE IE=57.56' 12"CONC S RIM=35.53' Z d 00 Ile, O O P O Z S8E=57.51' (8'- CMP E) IE=26.13' (12"CMP N) _ _ p 0 S d C CB W POWER TRANSFORMER - S- SANITARY SEWER LINE IE=26.13' (12"CONC E) C I s 4 n / RIM=58.94' IE= 25.93 (18"CMP W) I r' SOLID LID) IE=56.12 (12" CONC N) [E POWER VAULT -W- WATER LINE i CB w CULVERT 3 cL N RIM= 55 03' IE=56.12 (12" CONC S) ® STORM DRAIN MANHOLE - - P - OVER HEAD POWER LINE IE=31.17 (18" CONC WITH TILE FACE W) SSMH RP.M=34.52' IE= 22.52' (CTR. CHANNEL) I ra RIM=30.81' IE= 27. 91' (12"CM S)4 j SSMH RIM=29.83' IE=18. 73' (CTR. CHANNIEL) A 3 r IE=52. 63' ( 12" CONC N) I Q/ SIGN r OVER HEAD TELECOMMUNICATION LINE O 0 PO ` oo 0 ^ IE=52. 68' (12" CMP S) IE=52.83' (8"CMP E) I / - P-T - - OVER HEAD POWER AND o s 0 - C\4IE=52.98 ( 6" DIP W) / EDGE OF ASPHALT O m- TELECOMMUNICATION LINE v Q SO PO (0 CB ° / 0 CONCRETE SURFACE O MA MAPLE TREE RIM=55.57' CB I a IE=53.37' ( 8"CMP E) RIM=56.95' D IE=54.25' (12" CONC N) O AL ALDER TREE O MD MADRONE TREE ASPHALT PARKING LOT C, IiE= 54.25 (12" CONC S) O WL WILLOW TREE O CW COTTON WOOD TREE J 4 1 N 9' 2 29"E 144.8 q O P CB c/ M 10', FI 7p, 1 WO FENCE RIM=54.93' I o Z IE=53. 33' ( 8" CMP W) I I oo iC\4 m RM=53. 89' 2-STORY WOOD oli FRAMEBUILDINGIE=51. 89' (12"CONC N) I w Q IE=51. 49' (12"CONC E IE=51.89' (12"CONC S) I CB RIM=50.25' IE=44. 25' (12" CONC) CB RIM=50.16' IE= 47. 76' (12" CONC N) SSMH IE=48.16' (8" CMP E) RIM=49.92' IE=47.76' (12" CONC S) IE=47.42' (12" CONC) CB SOLID LID RIM=49. 52' IE=47. 12' (12"CMP N) IE=47.32' (8"CMP E) IE=47.47' ("DIP W) H H E B RANX 9 '`i AD MAN ASSOCA:ATHIS, Peso PROFESSIONAL LAND SURVEYORS 6564 FIFTH AVENUE SOUTH, SEAITLE, WASHINGTON 98108 (206) 762-4982 O CE CEDAR TREE O FI FIR TREE O HY HOLLY TREE ALTA/ ACSM LAND TITLE SURVEY of P Z: Q 22829S N- L RENTION LN FCSTER' iCITY OF SEATTLE, COUNTY OF KING, STATE OF WASHINGTON EXPIRES 09/21/99 VERTICAL DATUM CITY OF S EATTLE 40 20 0 40 80 GRAPHICAL SCALE: 1 " = 40' R, CCA .7 zr-CF 9v-04D INDEX NE1/4, NE1/4, SEC. 8, TWP. 23 N., RGE. 5 E., W.M. KING COUNTY, WASHINGTON DATE: PRELIM. 4-'3'-98 REVISED: DRAWN BY: MAM MAP CHECK: FINAL CHECK: 98031. 00 SHEET 1 OF