Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutTopo & Boundary SurveyTOPOGRAPHIC B �D o CB 7608 �° RIM = 99.15' oaoo 1 IE 12"CONC IN N.=94.39' IE 12"CONC IN E.=94.23' 'rlpu�n V -.6899Z 020 �lr o 0 o gg�� 040 96 IE 12"CONC OUT W.-94.15' �� `� �J PATCH OF FENCE GRAPHIC SCALE =i 12"CONC CULVERT L'38'39"W �� IE E. END=94.88' N89°38 39 W (R2) �ti + IN DISREPAIR FNC. ?� 'N FNC. 2.5'N _. OF 4iNE [� CIe OF LINE - N89'40'03"W (CALC) 2665.30' 8[M�b 30' 15' 0 30' 60 30 CB 7610 RIM = 98.94' IE 12"GONG IN E.=93.21' +x 1665.30' foo 12' CONC CULVERT ° �� 3 o 10' OA 8"M ° # ° CONC. &RIVER _� \o 2"M � �� N89*41 ROCK FIREPLACE 8"M 3 p o \ „ 1 = 30 IE 12"CP OUT N.=93.39' IE N. END=96.45' , 22' M � �� 008'>M�� 10"M e o LU � � o �o IE S. END=96.81' �� g"M Q A p �stp N LAWN c� OUT IS HIGHER ( ) iao r? O f 8"M 10"M �� S Q z �° �� FOUND PUNCH IN 1-1/2" h��. O 10"OA � BRASS DISC IN CONC. DOWN 0.45' IN CASE (7/13) 8"CMP. CULVERT IE N. END=98.00' &A� +I �� ° ;, ti >> °' ° . �`\ 6"M vV� IE S. END=98.28' o�10 +�� I + oh M 0,6 M o 16'M "`""`6»M �0 LAWN 6"DIP CULVERT �ti ■ 2 STORY wooD p TPN.3030.. BUILDING & 6 I E. S. END=153.70' � ` + \16"M� n �, FOUND PK NAIL & WASHER `o °� "LS DRYCO" (7/13) ° SSMH 7577 O 12' EASEMENT o RIM = 100.66' FOR ROADWAY. IE 6"PVC IN SE=89.05' 2M BASEMENT LAWN 12::M' W h FFE=153.29' LAWN) '� IE. ON. END=153.78' 6, O o o_ p-, 1� 6' 34"M 01 �� °' + � v, cr 6' o "° �, 00 0 f J LEGAL DESCRIPTION SCHEDULE B I '. THE N. LINE IE 8"PVC IN N.=89.42' N �- OP _° ? O LAWN !r -- ''' � ° W N THAT PORTION OF THE NORTH 100 FEET OF THE NORTHEAST QUARTER OF THE PER CHICAGO TITLE COMPANY TITLE REFERENCE NUMBER: 1355466. OF THE S. 106' '° E 8"PVC OUT W.=89.42' � � Z �� N _� P� �T� �P _��:.., O G r Q�_OT OOT-� - �� SOUTHEAST QUARTER IN SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY WASHINGTON LYING EAST OF THE FOLLOWING DESCRIBED DATED JUNE 21, 2013 AT 4:08 PM. �` IT+- i �� OP- zG �� 3 �..... .. G ' FNC. 0.2'N ��GRAVE �� 9 20' .... ,....... •... • . .. :. ;.3 ,:': .; ,.G. _ ` L DRIVEWAY_;..'` OF LINE `-•?- �-1 W W LINE. 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR THE PURPOSE .. of �^ ,: .: , :.::•:.:.: .:..--�.__ --`.. -.•. : :...:.•: -, •.•.-• •° • :•� ..• •• ''. `':_T�. r�i OF A ROADWAY AFFECTING THE SOUTHERLY 6 FEET OF SAID PREMISES, '. a �� ,... F' t' rn •.... '. '..�:. ..:.- :•., .•. 4 ,10 i o....._ N89 40 04 W... C.� BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH IS NORTH 89 33 31 WEST 1000 FEET FROM THE NORTHEAST CORNER THEREOF, THENCE SOUTH 1'52'12" WEST TO THE SOUTH LINE OF SAID NORTH 100 FEET AND OTHER PROPERTY, DATED MARCH 22, 1947. RECORDED UNDER RECORDING #3669076. (PLOTTED) 12-°�� {-�'�� ;' a �; 1 �� - 0 '..:...•.:..,., .,. 6 FNC "'•.: , ..... .... ,..� / FOUND REBAR &CAP �° TBM B ; /1'W.�`j 0 1'N Sc:'.' (8/13) FOUND 1/2 AND THE TERMINUS OF SAID LINE; O2 EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET N L', 0 �+ �� k \ FNC. 0.2'N ILLEGIBLE 0.4 SOUND POWER & LIGHT COMPANY FOR THE PURPOSE OF AN ELECTRIC', TRANSMISSION ; �� \ 4" CONC. CULVERT "� w "CULVERT OF LINE TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 12 FEET OF AND/OR DISTRIBUTION SYSTEM, DATED JULY 11, 1952. IE E. END=151.11' IE NW. END=153.56' THE NORTH 106 FEET OF THE WEST 275 FEET OF THAT PORTION OF SAID SUBDIVISION LYING EAST OF THE KENT-RENTION ROAD, COUNTY ROAD NO. 80; RECORDED UNDER RECORDING #4244147 (NOT PLOTTABLE)(AS STAKED) - � al �o�. NO SE. END FOUND �� IE 4` EXCEPT PORTION LYING WITHIN THE ABOVE DESCRIBED MAIN TRACT.3O DATUM/BASIS OF BEARINGS EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR THE PURPOSE�lk OF A ROADWAY AFFECTING THE SOUTH 20 FEET, DATED MARCH 3, 1964. RECORDED UNDER RECORDING #5705702. (PLOTTED)_ o °al� �p[ �S ��© HELD NORTH 01'52'08" EAST BETWEEN EAST LINE OF THE SOUTHEAST SECTION ® EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED TO °-. pp o� Tpu��nnV o o' 4 ° 5750400 CORNER OF SECTION 30, TOWNSHIP 23, RANGE 5 EAST. WASHINGTON NATURAL GAS FOR THE PURPOSE OF GAS PIPELINES DATED 100 WGS SURVEY DATA WAREHOUSE DESIGNATION: 3795 JANUARY 4, 1991. RECORDED UNDER RECORDING #9101040242. (PLOTTED) G CONCRETE MONUMENT WITH BRASS CAP (OBLITERATED). EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET 4 z�: G G G G G ��h G WGS SURVEY DATA WAREHOUSE DESIGNATION: RENT1697 MONUMENT IN CASE. (PER R2) SOUND POWER & LIGHT COMPANY FOR THE PURPOSE OF AN ELECTRIC LINE AND ALL NECESSARY APPURTENANCES, DATED NOVEMBER 27, 1963. G RECORDED UNDER RECORDING #5669641. (NOT PLOTTABLE)(AS STAKED) ORIGINATING BENCHMARK WGS SURVEY DATA WAREHOUSE DESIGNATION: RENT1697 A BRASS DISC IN FLUSH WITH THE STREET SET IN CONCRETE, LOCATED NEAR 6-9. PERTAINS TO GENERAL TAXES, SPECIAL TAXES, CHARGES AS WELL AS TERMS AND CONDITIONS. THE INTERSECTION OF S. 27TH PL. AND TALBOT ROAD S. VERTICAL DATUM: NAVD '88 G� in+ti ELEVATION: 104.61' TEMPORARY BENCHMARK: TEM -A: SET REBAR & CAP ±14.7' NORTHEASTERLY OF YARD DRAIN AND, SYMBOL LEGEND' �� o 12"CPP CULVERT IE N. END=97.11' ±9.0' NORTH OF HOGWIRE FENCE. ELEVATION: 174.04' SECTION CORNER \ TEM -B: SET REBAR & CAP ±4.6' NORTH OF GRAVEL DRIVEWAY AND ±60.6' WESTERLY OF BOARD FENCE. ELEVATION: 160.18' �n QUARTER CORNER 8FOUND PK/MAG NAIL CB 7632 REFERENCES SET BENCHMARK RIM = 98.04 0�p o a o a �p v og4�3�77�0420 R1. CHICAGO TITLE STATUTORY WARRANTY DEED REF. # 1355466-4, RECORDED 20130621002265. G FOUND MONUMENT IN CASE O FOUND REBAR AND CAP AS NOTED CB 7660 48" T -II IE 12"CPP RIM = 97.94 IE 12"CONC IE 21"CONC IN E.=87.11' e' � IN N.=96.19' OUT SE.=96.14' R2. WINSPEAR DIVISION 1 PLAT RECORDED UNDER KING COUNTY RECORDING POWER TRANSFORMER a IE 12"CONC IN S.=93.59' N& NUMBER 198903141032 VOL. 144/PG. 92-94. © POWER VAULT IE 21"CONC OUT W.=86.95' R3. CHOW SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 20020520900001 VOL. 152/PGS. 125 - 125A. ® POWER METER \ CB 7640 72" TYPE -II RIM = 98.52' GUY ANCHOR CB 7665 T -II o IE 12"CONC IN N.=90.67' R4. CHOW RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING STREET LIGHT RIM = 88.75' IE 12"CONC IN S.=90.57' NUMBER 199810209011 VOL. 125/PG. 79. Op GAS METER IE 21 "CONC IN E.=83.33' IE 12"CONC OUT W.=90.57' B CABLE TV RISER IE 21"CONC OUT W.=83.13' o 21" STAND PIPE R5. VICTORIA PARK NO. 4 PLAT RECORDED UNDER KING COUNTY RECORDING S TOP 94.47'/ BOTTOM 89.62' NUMBER 197903160661 VOL. 109/PG. 95-97. o TELECOMMUNICATIONS RISER SO 8"GATE R6. RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NUMBER POWER POLE W/ TRANSFORMER 9206239007 VOL. 87/PG. 225. -C�- POWER POLE W/ UNDERGROUND CONDUIT o R7. BILL DUNN SHORT PLAT UNDER KING COUNTY RECORDING NUMBER C�C= ROCKERY Q SANITARY SEWER MANHOLE 7908239009 VOL. 20/PG. 09. LINE LEGEND HATCH LEGEND NOTES ❑ YARD DRAIN PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING < CULVERT - - - D p SS DITCH LINE CONCRETE SANITARY SEWER LINE a° a PAVING ASPHALT PAVING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES I WETLAND FLAG SD a a STORM DRAIN LINE USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT SIGN - - - OP OVERHEAD POWER LINE DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE SYL SINGLE YELLOW LINE - - - - OT- - - - OT- OP -OT OVERHEAD TELECOMMUNICATIONS LINE OVERHEAD POWER AND TELECOMMUNICATIONS BUILDINGS v WETLANDS MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR FVC FACE OF VERTICAL CURB EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. G GAS LINE PER PSE ASBUILTS BFNC BOARD FENCE X X X X CHAIN LINK FENCE LINE �..... UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON FIELD LOCATION OF THE❑ VFNC VINYL BOARD FENCE WOOD FENCE LINE GRAVEL SURFACE SURFACE EVIDENCE OF EXISTING STRUCTURES. UNDERGROUND UTILITY LOCATION WIRE FENCE LINE SERVICES WERE NOT PROVIDED FOR THIS TOPOGRAPHY SURVEY AND THE HWFNC HOGWIRE FENCE EXISTING RETAINING WALL UNDERGROUND ROUTING OF REPORTED BURIED UTILITIES HAS NOT BEEN VERIFIED TREE LEGEND OR CONFIRMED WITH THE UTILITY PURVEYOR. ADDITIONAL UTILITY LOCATIONS AND UNDERGROUND UTILITY LOCATION PAINT MAPPING WILL BE REQUIRED PRIOR TO ANY CONSTRUCTION. 12"C CEDAR� 12"A ALDER 12"F FIR 12"COT COTTONWOOD 12"M' 12"CY CHERRY 12"M'CLUSTER 12"D DECIDUOUS 12"M' 12"M MAPLE NE 1/4, SE 1/4, SEC.30, TWP.23N., RGE.5E., W.M. STUMP 12"0 OREGON ASH CITY OF RENTON, KING COUNTY, WASHINGTON REV# DESCRIPTION OF REVISION DATE BY •��;S:.FL `�;' O� �a y� •'.�'!� 38011 •• G` • ��" lD�At LA'S t SURVEYwww.axismap.com FOR TPN. 3023059028 RORY DEESOQQD�� RAD HOLDINGS, LLC 6252 167TH AVE. SE. BELLEVUE, WA 98006 �0 v �V �� Q Axis �10�� Survey & Mapping �� 13005 NE 126th PL KIRKLAND, WA 98034 #1 ADDITIONAL TOPOGRAPHY - ON TALBOT S. (STORM DRAINAGE) 11/26/13 ERM #2 UPDATED TO 2 SHEET 22"X34" 7/23/14 JM JOB NO. 13-138 DATE 8/28/13 #3 #4 DRAWN BY ERM CHECKED BY MISE #5•°• #6 TEL. 425.823-5700 FAX 425.823-6700 SCALE 1" = 30' SHEET 1 OF 2 #7 Tp Io0 ogg210P-00 Tp1No0oSISM0270 MN -.689191210280 TOPOGRAPHIC / BOUNDARY SURVEY VPH -.6891 Q, 21029, 0 0 FNC. 2.4 N FOUND 1/2" REBAR & FNC. 0.5'N ti 13-138 7pH o 0 o gg�� OF LINE OF LINE �° CAP (SMASHED) 0.1'N. FNC. 0.6'N �a �o a SCALE & 0.1 W. (8/13) OF LINE + FNC. 0.1'N 2OF2 FNC. 10„Oq 8"OA 6"OA 10' OA OF LINE IE SE. END=199.25' ri tl N89'40'03"W 8"oA 8 OA 10"OA 8"oA �� 10"OA 8"OA 12"M FOUND REBAR - NO CAP 6"Og12 6»Oq 12 OA 8"OA 6"OA 11 10"OA ^ S. 31ST ST. FOUND 3/8" BRASS PIN IN �FOUNDNCH IN 1/2" BRASS 4"x4" CONC. MON DOWN x4" CONC. MON 0.4' IN CASE. (7/13) DOWN 0.6' IN CASE. (7/13) S. 31ST ST. 8 OA 8„Oq 12 OA 12 OA 12 OA X12 M e 0.1 N. & 0.1 W. (8/13) �° ��b 12"OA 14 OA ° �o do BENC. 0.3 N. O �' +,,. 8„Oq 6"OA 00 2, + BFNC. ON gRxR TIES 20"COT N' R 10 OA a # rn 6"oA 8„Oq t 6„OA:' OF LINE & 2.9'S. OF LINE �° ? ° J � LINE @ POINT o OS 10"OA rn �o. cn N a 66„OA ,0 �o e ti 2 o 10 OA / o e + `' �. 26"COT o t ! �� d�°. e°. °� . 20 do ACA6 0 / + 0 30"C o 8>,Oq 12"M 6 �L SHED ,°. 8„M 14"M € O a. 8„OA N 8,>M 12"M 14"M 36 M 12"M a w N a � i cP 08 OA " , 12"M O >.+ z, a. BIG FOCK o 0"COT rn 8"M 12"M ACA5 w O ° t }8"CY ti I w 10"M 14'M "D . N °o. � 16' COT 8' A i� o6"A 16"OQ �� 10 CY I 8»C 6;;M oa' O + }, w v w TPN:30 30590281°"oA a 6 M o"c a ° P :: 00 6::M,, ,, 4 'M a ° 0 10"c 8 M 8 c 4"M TPN:3023059028 + 10"OA e 6„M 8„Oq �� D 4 8„0 a ° t ACA4, a � 6'D .` o 6 M o a 2 STORY WOO 12"D 16"M E „ L L° + N u. \P w \v ,V .v BUILDING �9 15"M 6 M o' 2$"M o �O 16"COT 8»M8 M s 2O"M$„M ty W O� 8"OAti `, v v Nb, g"Oq 10 OA �� 6"OA o 8"M v r'p oti. a .a O o� lT1 r TBM-A 8"M — — OT••.. 6»M o 10 M 6„M 8 M 8.,M 206.. �� w 04 o _ T Z - �ti— h, �T � � GR -0T �-OT— �i 8»OA 12 M o0 6"M 14 OP=OT— � �� . — �. -•.— —7' > > —6 OA=`° ,=v _10_'M 8 M— —q .FNC. 0.2'N ....—G, FNC J.3'N G , .— FNC. 0.3'N G:. • FNC. 0.5'N „ :. . G cP cA o ti 8„Oq 38 C A2 Q - �- G. .. co rn w �� 12"OA 8"OA 8"OA ° C OF LINE 9 �ti �0 6„Oq 8»F41 FNC. 0.7'N I ?FNC. 0.1 S 0 a ;T OF LINE�CHICKEN OF LINE "'.._ OF LINE_ o ti Z :..:., .. �..... .GRAVEL DRIVEWAY..:..._: , +_— 10"OA + 20 ti 26"C WIRE:..'* t ;> N OF . w ...._.,.: .....::... �� E E r � . _ ... .. :...;'. 8"OA "OA HOF LI — LIN ..• ... F N 6„0 W 6'3FNC 778 �° + 78p OF LINE VFNC . TES o� 30"M 24"F BENC. 8"OA 999.81 12"A�OS 2„Oq 3 4 } ®10 GA & CAP o 0 4'HWFNC ON a 6.5'BFNC. (8/13) FOUND 1 /2” REBAR &CAP - o T -BAR POSTS 0 4 " FOUND BARE FNC. 0.1'S e FOUND BARE 1 /2" o°FOUND 1 "2" REBAR & FOUND 1 2" REBAR & ACA1 OF LINE ,> v ILLEGIBLE 0.4'N. & 0.1 E. (8/13) �a� 1 /2 REBAR - o REBAR &CAP 0.3'W. / / FNC. 0.2 S+� a. DECK FNC. 0.7'S CAP "LS15661-ESM” FNC. 0.3'S CAP "LS15661-ESM FNC. 0.4'S YARD DRAIN NO CAP 0.2'N. OF LINE �° OF LINE (8/13) 0.9'N. & 0.2'W. (8/13) r OF LINE 0.1'S. & 0.2'E. (8/13) OF LINE RIM = 173.54 S� 0.1 W. (8/13) IE 4"FLEX OUT W.=172.69' SAWN A/, AA/ Q Al, �Q �� ] Q y\ /, A/ o00 00� ooh 000 ooQ BUILDING"� �a o00 000 00� ��o ��o oo ��o ��oo � � � �2%soo ��o �2:soo og4� o �77�04�00 6'BFNC &A, N>5GRAVEL PATH �� W BRICK EDGE � oo BUILDING �� OR O O O O / O ID O �QO �Q �jO �Do LAN 1 0�p RD §§ LAWN \ / DRIVEWAY HOLE IN CURB P 12"PLUM 57150410�i FVC FOUND 1-5/8" BRASS FOUND 1-5/8"; BRASS DISC FVC SD S DISC k IN 4;'x4" CONC. MON ` S. 32ND PL. IN 4".x4" CONC. MON DOWN REV# DESCRIPTION OF REVISION #1 ADDITIONAL TOPOGRAPHY - ON TALBOT S. (STORM DRAINAGE) #2 UPDATED TO 2 SHEET 22"X34" #3 #4 #5 #6 #7 RIM = 173.20' IE 8"PVC. IN E.=166.28' IE 6"PVC. IN NW.=166.75' IE 8"PVC. OUT S.=166.06' DATE BY 11/26/13 ERM 7/23/14 JM SS_'1 SS 8"PVC It IE CTR. ( &OUT W. = 177.10' 8232 --- I =; 188.62' �- 12"CMP IN E.=184.93' --�• 32ND PL. 12"CMP OUT W.=184.76' FOUND 1-5/8- BRASS DISC 8"PVC IN N.=185.15' IN 4"x4" CONC. MON DOWN — — 0.45' IN CASE. (7/13) SURVEY FOR TPN: 3023OS9028 RORY DEES RAD HOLDINGS, LLC 6252 167TH AVE. SE. BELLEVUE, WA 98006 1 GRAPHIC SCALE 30' 15` 0 30' 60' 1" = 30' 00 N co C/) CD �CDZ N 3�: E Q N W W N Of �_,00 Lo N W CLL) N Lo N P Z m n O Z 30 /29 NE 1/4, SE 1/4, SEC.30, TWP.23N., RGE.5E., W.M. 19 20 CITY OF RENTON, KING COUNTY, WASHINGTON 13005 NE 126th PL KIRKLAND, WA 98034 TEL. 425.823-5700 FAX 425.823-6700 www.axismap.com JOB NO. DATE 13-138 7pH o 0 o gg�� DRAWN BY CHECKED BY ERM MTBE SCALE 12" CMP CULVERT 1"=30' 2OF2 FNC. �p° o o° o�°��° �� IE SE. END=199.25' FNC. 0.5'S 6"OA OF LINE OA 0.7'N OF LIN o FNC. 0.7'N f30 BENC. 0.1'S ` OF LINE W TRASH RACK SECTION CORNER NOT 6"Og12 6»Oq 12 OA = OF LINE . �o° ® STUMP 30 FOUND, OBLITERATED. A S PLACED PER WG 95 ,. 44— pj o � � + 16 cam, 6„pA, 1000.00 129 8 OA 8„Oq 12 OA 12 OA 12 OA X12 M e 0.1 N. & 0.1 W. (8/13) �° ��b 12"OA 14 OA ° �o do BENC. 0.3 N. O �' +,,. 8„Oq 6"OA 00 2, + BFNC. ON gRxR TIES 20"COT N' R 10 OA a # rn 6"oA 8„Oq t 6„OA:' OF LINE & 2.9'S. OF LINE �° ? ° J � LINE @ POINT o OS 10"OA rn �o. cn N a 66„OA ,0 �o e ti 2 o 10 OA / o e + `' �. 26"COT o t ! �� d�°. e°. °� . 20 do ACA6 0 / + 0 30"C o 8>,Oq 12"M 6 �L SHED ,°. 8„M 14"M € O a. 8„OA N 8,>M 12"M 14"M 36 M 12"M a w N a � i cP 08 OA " , 12"M O >.+ z, a. BIG FOCK o 0"COT rn 8"M 12"M ACA5 w O ° t }8"CY ti I w 10"M 14'M "D . N °o. � 16' COT 8' A i� o6"A 16"OQ �� 10 CY I 8»C 6;;M oa' O + }, w v w TPN:30 30590281°"oA a 6 M o"c a ° P :: 00 6::M,, ,, 4 'M a ° 0 10"c 8 M 8 c 4"M TPN:3023059028 + 10"OA e 6„M 8„Oq �� D 4 8„0 a ° t ACA4, a � 6'D .` o 6 M o a 2 STORY WOO 12"D 16"M E „ L L° + N u. \P w \v ,V .v BUILDING �9 15"M 6 M o' 2$"M o �O 16"COT 8»M8 M s 2O"M$„M ty W O� 8"OAti `, v v Nb, g"Oq 10 OA �� 6"OA o 8"M v r'p oti. a .a O o� lT1 r TBM-A 8"M — — OT••.. 6»M o 10 M 6„M 8 M 8.,M 206.. �� w 04 o _ T Z - �ti— h, �T � � GR -0T �-OT— �i 8»OA 12 M o0 6"M 14 OP=OT— � �� . — �. -•.— —7' > > —6 OA=`° ,=v _10_'M 8 M— —q .FNC. 0.2'N ....—G, FNC J.3'N G , .— FNC. 0.3'N G:. • FNC. 0.5'N „ :. . G cP cA o ti 8„Oq 38 C A2 Q - �- G. .. co rn w �� 12"OA 8"OA 8"OA ° C OF LINE 9 �ti �0 6„Oq 8»F41 FNC. 0.7'N I ?FNC. 0.1 S 0 a ;T OF LINE�CHICKEN OF LINE "'.._ OF LINE_ o ti Z :..:., .. �..... .GRAVEL DRIVEWAY..:..._: , +_— 10"OA + 20 ti 26"C WIRE:..'* t ;> N OF . w ...._.,.: .....::... �� E E r � . _ ... .. :...;'. 8"OA "OA HOF LI — LIN ..• ... F N 6„0 W 6'3FNC 778 �° + 78p OF LINE VFNC . TES o� 30"M 24"F BENC. 8"OA 999.81 12"A�OS 2„Oq 3 4 } ®10 GA & CAP o 0 4'HWFNC ON a 6.5'BFNC. (8/13) FOUND 1 /2” REBAR &CAP - o T -BAR POSTS 0 4 " FOUND BARE FNC. 0.1'S e FOUND BARE 1 /2" o°FOUND 1 "2" REBAR & FOUND 1 2" REBAR & ACA1 OF LINE ,> v ILLEGIBLE 0.4'N. & 0.1 E. (8/13) �a� 1 /2 REBAR - o REBAR &CAP 0.3'W. / / FNC. 0.2 S+� a. DECK FNC. 0.7'S CAP "LS15661-ESM” FNC. 0.3'S CAP "LS15661-ESM FNC. 0.4'S YARD DRAIN NO CAP 0.2'N. OF LINE �° OF LINE (8/13) 0.9'N. & 0.2'W. (8/13) r OF LINE 0.1'S. & 0.2'E. (8/13) OF LINE RIM = 173.54 S� 0.1 W. (8/13) IE 4"FLEX OUT W.=172.69' SAWN A/, AA/ Q Al, �Q �� ] Q y\ /, A/ o00 00� ooh 000 ooQ BUILDING"� �a o00 000 00� ��o ��o oo ��o ��oo � � � �2%soo ��o �2:soo og4� o �77�04�00 6'BFNC &A, N>5GRAVEL PATH �� W BRICK EDGE � oo BUILDING �� OR O O O O / O ID O �QO �Q �jO �Do LAN 1 0�p RD §§ LAWN \ / DRIVEWAY HOLE IN CURB P 12"PLUM 57150410�i FVC FOUND 1-5/8" BRASS FOUND 1-5/8"; BRASS DISC FVC SD S DISC k IN 4;'x4" CONC. MON ` S. 32ND PL. IN 4".x4" CONC. MON DOWN REV# DESCRIPTION OF REVISION #1 ADDITIONAL TOPOGRAPHY - ON TALBOT S. (STORM DRAINAGE) #2 UPDATED TO 2 SHEET 22"X34" #3 #4 #5 #6 #7 RIM = 173.20' IE 8"PVC. IN E.=166.28' IE 6"PVC. IN NW.=166.75' IE 8"PVC. OUT S.=166.06' DATE BY 11/26/13 ERM 7/23/14 JM SS_'1 SS 8"PVC It IE CTR. ( &OUT W. = 177.10' 8232 --- I =; 188.62' �- 12"CMP IN E.=184.93' --�• 32ND PL. 12"CMP OUT W.=184.76' FOUND 1-5/8- BRASS DISC 8"PVC IN N.=185.15' IN 4"x4" CONC. MON DOWN — — 0.45' IN CASE. (7/13) SURVEY FOR TPN: 3023OS9028 RORY DEES RAD HOLDINGS, LLC 6252 167TH AVE. SE. BELLEVUE, WA 98006 1 GRAPHIC SCALE 30' 15` 0 30' 60' 1" = 30' 00 N co C/) CD �CDZ N 3�: E Q N W W N Of �_,00 Lo N W CLL) N Lo N P Z m n O Z 30 /29 NE 1/4, SE 1/4, SEC.30, TWP.23N., RGE.5E., W.M. 19 20 CITY OF RENTON, KING COUNTY, WASHINGTON 13005 NE 126th PL KIRKLAND, WA 98034 TEL. 425.823-5700 FAX 425.823-6700 www.axismap.com JOB NO. DATE 13-138 8/28/13 DRAWN BY CHECKED BY ERM MTBE SCALE SHEET 1"=30' 2OF2