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HomeMy WebLinkAboutR-370002// NORTH HORIZONTAL SCALE: 1' =30' 30 0 3D 60 FA IE- M7.22(I2-CONC E) •g1LVERT� LE= 370165(1: jr SANITARY 6EWElt MANHOLE / / �� /3 NISI- 3&&39(fiTVC NE) LE= 36541(x0 IE.= 3&S32(8•P1C Wl FOOD REBAR/CAP I HDA 187W RABB 10957 1BO86 9150 8 -01 -12 t•..A -: EXCEPTON 3-10' POWER -' EASEMENT (664146 l` MAILLET & MUIR ASSOCIATES T.P.N. 2923059042 CHAIN LINK I /)W9170H M AL.T.A EXCEPTION 8 - 25' GAS EASEMENT /9501250239 ASP INVESTMENTS T.P.N. 2923059158 PARm T EXCEPTION 6 - 20' SEWER EASEMENT /9009170444 PARCEL. •B• i EXCEPTON 5 - 6' INGRESS. EOESS EASEMENT 0OU9170413 Sr. ��J73�s I3'' W ASPHALT i I ALTA / ACSM LAND TITLE SURVEY A PORTION OF THE SECTION 29, IN TOWNSHIP 23 NORTH, RANGE 5 EAST, CITY OF RENTON, KING COUNTY, WASHINGTON LE: 380.0(I2 -CONC E) STORM CATCH BASIN _ RIM = 384.43 W �W I.E. 382.0.1(6•CONC NW) TO DITCH OUTFALL .E. =382N(6•CMC SW) _ FROM B61MING R 4f nlll A El"MIN WAY I ' 2 DROPS I STOW CATCH BASIN I V T RIM = 385.38 j I E.384.38(4-1)1 N) \@ YEIFRS I.E: 384.13(8'CWC S) '�I(� - LOADING TOM !' SSFD RIIUP ❑ 1 / MAILLET & MUIR ASSOC. - i. T.P.N. 2923059125 I: sae I I p[F ASPHALT EXISTING COMMERCIAL BUILDING 1:. AREA = 30,202 SQ. FT. 1� I. T 0.69 ACRES �1 w 4t COLOGY BLOCK STORY CATCH BASIN I PoY =38209 ` -Ter LE= 379.79(4•CDNC N) STORM CATCH BASIN II LE= S/9.79(4'CONC E) RIM-38 5.29 ; - -� SPEED BUMP --& 'I1.1� gly�V , LE= 3BJ.19(8'COUC N) --�� 11 : I.E =383.29(8•CONC S) 1 S \ _IL', w' / ASPHALT /I I 4 - I BUILDING OVERHANG PPR�E I/ IL J7s +. •1. r j \ j:. $TERM L CATCH BASIN RIM=S 8 E= 38215( 8•CWC I I N) 1 LE= 38225(8•CONC S) r B I STOW! CATCH BASIN PARCEL AREA 10660 SE I16TH ST (ROSS LAND AREA - IJLJUJ W. FT., 201 ACRES REAM.. WA 98055 I S 422704• W LADDER (SE) V.60, I WATER METER LE= ]1256(4 'CMC E) WATER VALVE FlRE HYDRANT 8 -01 -12 I.E =3]226(6•CONC W� I - DOWN 0.4' SANITARY SEWER MANHOLE 7 -19-12 PoY= 399.38 I /.: jA /.'CONCRETE W, SANITARY E SEWER MANHO TELEPHONE RISER wOOR (S) STREET LIGHT o UTILITY POLE WY ANCHOR j( UOIT STANDARD RISE ,MNCTON BOX © POWER VAULT 2459'09' POWER TRANSFORMER 92 GAS METER 03 GAS VALVE LE�6z23(6.O NE) I II y BOUNDARY UNE -- - - - - -- I Ill - -381 -- - -- MINOR CONTOUR UNE -IB>- - - MAJOR CONTOUR UNE I.E. = 761.03(BTVC E) I STORM DRAIN PIPE SANITARY SEWER PIPE -w- OVERHEAD POWER I BURIED POWER I.E =NXL53(1]•PVC S) 111 I \I I r 11- 361.13(8'PVC NW) 9 11 i I FEND: AS NOTED IAOUER (SE) I DITCH UNE (i HANDICAP PANNING FWNO TAM CONCRETE SURFACE ••20110516000020 GRAVEL SURFACE T.P.N. TAX PARCEL NUMBER IN FACE OF OUR8 1 \ I R =JO&IY BUS STOP SVELTER 8 - 01 -12 I A =51.0 •OUSE STOP-"' 0 / / m na ID A ♦ T'c: R . -' A� • "' `S':.. FOUND REBM /CAR STOW CATCH BASIN PACE IS #11691 2 W CONCETE DRIVEWAY w PoY = 376.38 I.E.= 373.6(12•CMP E) P.O.B. P.O.B. NEW PARCEL A ENTRANCE 0.EVEAT � LE= 373.36(12'QLP W') BUw 9_�042fi16)2_ - LE= 36= .36(12_CMC E) - - �- - - I � I I 1 I I p FOUND 2 1/2' BRASSE W/-X- I e No 0-19-12 NE CORNER OF THE SE QTR OF THE SW QTR OF SEC 29. TERN 23x, RGE X W.M. I I CULVERT .E: 388.76(12 -CONC W) CULVERT $ n I.E: 388.25(12•C(XNC E) p zlFAUCET ON PIPE •STOP' \ I \1x12 FOUND REBAR /CAP may.. PACE IS /11691 LWOSCAP\NC`,M /`192. B -01 -12 W ui ROCKERY �RETNNING WALL I \ _ ASPHALT t -I n rz7- I II 11 I 4' CHAIN LINK FENCE T I I I �= 209742• a ' I I R ]55.00' _ 1 I A= 264.14' I II I I I i I I I I 4 1 I -NISI y WITARY SEWER MANHOLEI PoY= 399.79 ROCKERY I I.E= 389.54(8-PVC E) RETAINING WALL I.E.= 389.39(8•PVC S) I I I J- LWOER (NE) I I 931L =IR I I / / I % I� I IpASPHALT j I lllll `. ORECTONAL 111 I I I ONLY I I � BRICK I Illl a � I I I RwS1ERr l I I I KP m :. I , ESPRESSO I I=s a 11 i I io r''111'r 4' MAN UNK FENCE BUSNESSES' WOW FEFENCE I ///'Ir RETAINING1WALL SANITARY SEWER MANHOLE SANITARY SEWER MANHOE ?e _ GOWN DRIVEWAY m m RIM= 397.78 / 2 DROPS, 1 LUN u' ENTRANCE EXISTING BUILDING LE: W&13(8 -PVC E) AREA =584 SQ. FT. LE: 38&OB(8•PVC SE) 0.01 ACRES LE.- 387J8(8•PVC W) S.E. 176TH ST. - - - OB'JC R0= ADDRESS PARCEL AREA 10660 SE I16TH ST (ROSS LAND AREA - IJLJUJ W. FT., 201 ACRES REAM.. WA 98055 I.E= J89.95(87VC SW) STREET ACCESS ME SUB.ECT PARCEL HAS DIRECT ACCESS TO SE. 174M SL AND SE 176TH SL )7TSIM1►1C4m PARKING SPACES W SJB.ECT PARCEL REGULAR - 22J SPACES HANDICAP - 9 SPACES TOTAL - 2J2 SPACES LEGEND Pow4ao.4o +o B FOUND MONUMENT AS NOTED ' I I.E= J89.95(87VC SW) S 422704• W LADDER (SE) V.60, I WATER METER `FOUND REBAR/CM WATER VALVE PACE IS 111I691 1 FlRE HYDRANT 8 -01 -12 FOUND 2• BRAS9IE W /-li - DOWN 0.4' SANITARY SEWER MANHOLE 7 -19-12 PoY= 399.38 SANITARY SEWER MANHOLE LE.= ML%8•PYC NE) VAULT I.E =mL6%s -PVC W) TELEPHONE RISER wOOR (S) STREET LIGHT LEGEND DQSTING FEATURES +o B FOUND MONUMENT AS NOTED a SIGN ® BOLAR0 EB WATER METER N WATER VALVE fQ FlRE HYDRANT ❑ STORM CATCH BASIN 0 SANITARY SEWER CLEAN OUT < CULVERT Q SANITARY SEWER MANHOLE ON VAULT o TELEPHONE RISER RADIUS STREET LIGHT o UTILITY POLE -0 WY ANCHOR j( UOIT STANDARD M ,MNCTON BOX © POWER VAULT 2459'09' POWER TRANSFORMER 92 GAS METER 03 GAS VALVE 0 MONITORING WELL C} BOUNDARY UNE -- - - - - -- EASEMENT UNE - -381 -- - -- MINOR CONTOUR UNE -IB>- - - MAJOR CONTOUR UNE 15. STORM DRAIN PIPE SANITARY SEWER PIPE -w- OVERHEAD POWER - __® --- ® --- ®_ BURIED POWER - - -m -m - BURIED TELEPHONE UNE PER RECORD - NOT SURVEYED __. - - -- BURIED WATER UNE PER RECORD 17. - NOT SURVEYED .. - FEND: AS NOTED < --- -<- - -- DITCH UNE (i HANDICAP PANNING FIXNRE FlUNG CONCRETE SURFACE ••20110516000020 GRAVEL SURFACE T.P.N. TAX PARCEL NUMBER OOZ�ZA, ROMMY vV DECIDUOUS TREE AS NOTED LINE AND CURVE TABLE UNE I BEARING I DISTMCE 119104261602 BOUNDARY UNE ADJUSMENT COVENANTS CONDITIONS RESIRICTIWS � LI N 01'45'15• E 199.24' L2 N 01'45'15' E 206.03 L3 5 78'49'12" E 303.40' L4 5 01'44'51' W 69.40' IS 5 422304' W 21.60' 76 S 86'5000 W 308.01' CURVE RADIUS MC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE Cl 25.00' 10.90' MINERAL RCRTS 10.82' S 1044'22" E 2459'09' 12 I ]55.00 I 264.14 I 262.19 S 14'5230' E 20'02'42' C} 300.1] 51.30 N/A 51.24' N 68'2353 W OW32'14' R- 310002 BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, SCUM ZONE FROM NAD 83 -91 VERTICAL DATUM NAw W BENp1MARK - KC BM •ESA' LTEVARW = 400.968' CONTOUR DATA PER GROUND SURVEY PERFORMED IN •ALLY, 2012, BY SITS AND HILL MONEER£ INC. CONIWR INTERVAL I' FLOOD ZONE CLASSIFICATION ZONE X - AREAS DETERMINED TO BE OUTSIDE 500 -YEAR 11000PWN, PER FLOOD INSURANCE RAZE MAP FOR MUG COUNTY, WASHINGTON AND INCORPORATED AREAS. MAP NUMBER 5303300979F, REMSED MAY 16, 1995. SPECIAL EXCEPTIONS MCAN TITLE AIMWAPiX ll MY - ALTA CIMI AQNT NUYWF 5110311• DATED AoPoI. 2A 2014 NO. AM DESCRIPTION 1. 119104261602 BOUNDARY UNE ADJUSMENT COVENANTS CONDITIONS RESIRICTIWS � � EASEMENTS, NOTE£ DEDICATIONS AND SETBACKS, IF ANY, SET FORM FOR REAL ESTATE EXCISE TAX. 2. OMITTED J. 5664146 POKER EASEMENT - PUCET SOUND POWER AND VGHT COMPANY 4. OMITTED 5. 900917044J INGRESS EGRESS, CIRWwiIW AND LANDSCAPING 6. 9009170444 SE61EFR UNE EASEMENT 7. 5009170448 DRIVEWAY EASEMENT 8. 9501250239 GAS EASEMENT - WASHINGTON NATURAL GAS 9. -2813921 MINERAL RCRTS *2157496 , 10. OMITTED II. WIRED 12, N/A REAL ES TA IE EXCISE TAX 13. N/A GENERAL AND SPECIAL TAXES 14. OMITTED 15. WITTER 16. •120010425000497 TOWER EASEMENT - WEST WIRELESS - 20040619000541 MEMORMOUM OF AS9GYMENT AND ASWMPTLW AGREEMENT - SPRINT SPECTRUM LP. 17. "20040102001260 ASSCNMENT CF EMETIC& UMNEST IN DEED OF )RUST. I& "20020726002114 DEED QU TRUST, ASSOIMENT OF REARS, SEWRITY AGREEMENT AND FIXNRE FlUNG 19. ••20110516000020 UCC RNMONG STATEMENT • CANNOT BE SHOWN HEREON WE TO AMBIWOUS OR INSUMCIENT LEGAL DESCRIPDW. w FXCEPRW COVERS ENTIRE PARGTI. NOTES 1. FIELD WOW PERFORMED IN ALY, 2012 2 FTETD EQUIPMENT USED: TUPCCN 0 TOTAL RCWORC STATION 3 MIS SUR4£/ WAS PERFORMED BY RELD TRAVERSE WTH ME FINAL RESULTS EXCEEONC ME QURREM TRAVERSE S7MD4R0S CONTNNED IN WAC. J32- 130-090. 4. ALL RRf INFORMARW SHOWN HEREON HA5 BEEN TAKEN MEN MICA W RTE INSURANCE COMPANY COMIWENT RLE NO. 1140941, DAVID OCTOBER 17, 2012. IN PREPARARW OF MIS ALTA /ACSM LAND RILE SURVEY, SOTS AND HILL ENGINEERS INC HAS CONDUCTED NO INDEPENDENT Nil£ SEARCH NOR IS SETS AND HILL ENONEERS INC AWARE OF MY RRE IMES AFFECMC ME SURVEYED PROPERTY OWER MAN NOSE SHOWN W ME MAP AND /CH DISCLOSED BY SAID RU COMPANYS ORDER. SM AND HILL ENGINEERS INC. HAS RELIED WHOLY ON SAID NU COMPANYS REPORT AW MEREORE QUALIOES ME MAP'S ACCURACY AND COMPLETENESS M MAT EXTENT. 5. IN ACCORDANCE HIM ME REMSED CODE OF WASKNGTON (R.CW.) M09 AND ME WASHINGTON ADMINISMARVE CODE (RAC.) M2 -130, MIS SURVEY MAY DEPICT OCCUPARONAL INDICATORS MAT &MR FROL ME DEEDED LOT ONES THESE NOCATORS IF AT AL. PRESENT MAY REPRESENT A POTENRAL FOR CLAMS OF UNWRITTEN RTLE MIS WRWY DOES NOT PURPORT TO RE6 W SUCH RIEWS 6. RECORD DE SURVEY RECORDING NO. 910189MI AND KING COUNTY BOUNDARY UNE MJUSWENT RECORDING NO. 9104261602 ARE ME BASS OF THE BOUNDARY OF MIS SIURV£Y LEGAL DESCRIPTION PARCEL A: LOT A, KING COUNTY BOUNDARY UNE ADJJSWENT NUMBER S91L0059, RECORDED UNDER RECORDING NUMBER 9104261602, IN KING COUNTY, WASIINGIW. PARCEL B. AN EASEMENT FOR IMPIN)"ENT USE AND MAINTENANCE, FOR INGRESS EGRESS CRWLARW AND LANDSCAPING AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECCRNNC NUMBER MI70N3. PARCEL C. AN EASEMENT FLIP SEWER UNE AS ESTABLISHED BY INSTRUMENT RECORDED UNDpt RECORDING NUMBER 9009170444. PARCEL D. AN EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS MAT PORROW CF LOT C KING COUNTY BOUNDARY LINE ADAISWENT NUMBER SIRL0069. RECORDED UNDER RECORDING NUMBER 9104261602. DEERIMIED AS ACCESS EASEMENT W SURVEY RECORDED UNDER RECORDING NUMBER 91010001. TO CHICACO 71RE INSURANCE COMPANY,, MNOQY, ALLOT AND SIYDEEF, LIP AND WASIINCI Mf CIS PHARMACY, LLC: WS IS TO CERNFY MAT MIS MAP OR PLAT AND ME SURVEYW WHICH IT IS BASED NET MADE IN ACCORDANCE MRI ME 2011 MINIMUM STANDARD WINE REQUIREMENTS FOR ALTA /ACSM LOUD RILE SURV£GS JONTY ESTABJEhED AND ADOPTS BY ME ALTA AND NSPS AND INCLUDES TABLE A ITEMS 2 3, 4, 5, AJ, 6. 9, 13, N AND 17 HEREOF. ME RM MJRA WAS COMPLEED IN JJLY. 2012 - ROBERT N. 08 P.LS WASHINGTON STALE RESISMATIW NUMBER 16062 10/26/2012 FP Z a � a E2 N N °-a n CL O C:) 6 M W 0) 10 Z Q y 10 .^ 6 Y/ 1CID cc z Z g 0 U Q �La F r J �a _ STIFF! N0._ 1OF1 . PRGEtt .. 15376 2 � 8 JZ w � � u 06 rc 9 9 - w -4 W � U FZ IY El El qE � s I iS W W , $ 9sa a bI Z a � a E2 N N °-a n CL O C:) 6 M W 0) 10 Z Q y 10 .^ 6 Y/ 1CID cc z Z g 0 U Q �La F r J �a _ STIFF! N0._ 1OF1 . PRGEtt .. 15376 2 � 8 JZ >;a 06 Lu 9 9 - w -4 W � U FZ IY qE � W// U) Z W W , $ Z a � a E2 N N °-a n CL O C:) 6 M W 0) 10 Z Q y 10 .^ 6 Y/ 1CID cc z Z g 0 U Q �La F r J �a _ STIFF! N0._ 1OF1 . PRGEtt .. 15376