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HomeMy WebLinkAboutR-403614ASBUILT SURVEY EXHIBIT VERTICAL DATUM: HORIZONTAL DATUM: NAVD 1988 PER CIR OF RENTON NAD 83 (91) - WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE. z O VERTICAL BENCHMARK: ~ CITY OF RENTON VERTICAL BENCHMARK NO. 2122 BASIS OF BEARINGS: Cr) ELEV. = 157.78 US FT THE BASIS OF BEARINGS IS THE BEARING BETWEEN RENTON POINT 1227 AND RENTON POINT 1892, CIO AS NORTH 48'01'12" WEST, PROCEDURE / EQUIPMENT: Lu >Q A FIELD TRAVERSE USING A SPECTRA FOCUS "30" TOTAL STATION SUPPLEMENTED WITH FIELD NOTES, ~ U) �►ram WAS PERFORMED, ESTABLISHING THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE O m � LL- c�5 JAR �� MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE U, - O O 0� O WAShI� is ; STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH N WAC 332-130-090. Lu ; X �° * , LJ,J r r= Q DATES OF SURVEY: W (n I- y.� FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED ON JANUARY 20, 2023. z Q (n ° Cr ALL SURVEY CONTROL MONUMENTS SHOWN AS FOUND WERE VISITED IN JUNE, 2007 AND LLI LU p j � SEPTEMBER, 2017. > Z L 3 R �o�. 2 F ScrsTE��Lu z G�`� �20 ADDRESS/TAX LOT NUMBER: LL =�-�h�06 4500 TALBOT RD S. / 312305-9067 0 O pq 0 15' 30' 60' SCALE: 1 "=30' v ¢o WOOD FENCE L g 1.2' NORTH G4 30 �� �0, g0 BUILDING OVERHANG kD,� 0 N10 CONCRETE CB TYPE II EDGE OF p4� BUILDING RIM=176.97' EDGE OF I OVERHANG IE 12" ADS W=170.92' CONCRETE FND 4"X4" ONC POST -^ - -°-'- =d IE 12" ADS E=171.02' - r - EXISTING BUILDING _ PC MONUMENT IN CASE � ROCKERY L_ - - - - - - - - J I - - - - - - - - - - - - w/ BRASS PLUG I BUILDING - ----J CBTYEI II II OVERHANG RIM=1 7.43' 481.00'(DEED) IE 12 ADS W=172.71' - - - - N89'00'53"W 487.27'(CALC'D) IE , 21 ADS S=172.74' II I I SSMH �� HVAC UNIT ROCKERY SI H 0� I _ _ RI=177.64' CB TYPE 1 - - - - - - I 8" PVC S IE=171.05' p II I 4O\1 99. IE 12" ADS IS=170.38' I I 0.6 6 D 5 0' - _X se s8" PVC W IE=170.95' II I v 8 �,�� IE 12" ADS E=170.32' N -- --- - - - -M X 000 -gyp �p gp6 -� - I , 0� �p ss = ss - ss ss ss - ss eb\ EXISTING BUILDING I N N -� - - II I W r II I p4� �9.0' WEST OF LINE IFIf E P OT.V LVE WATER VAU T ` PARCiL B RIM=178.71' - o CB SOLID LID TYPE II „ „ I 00 o 12 5g 94 IE 12" ADS N=173.10' FOUND 4 X4 CONCRETE POST ; II I II ROCKERY RUINS 0.5'-1.0' WEST I� HYD. C C C C C C I&p REg �J1 I ) C C C C IE 12" ADS 5=173.06' MONUMENT IN CASE ' I r OF LIN III I IRE ROT. CON ECTI N II I o II I E WITH 1-1 /2" BRASS PLUG II I Z I II N N W "RENTON 1227" (HOR) �� II I II I I TER VAULT » » SSMH _ N N �••�• RENTON 21 12 (VERT) I RIM=173.66' _ I•. .I illl III I I' AI / (7 / 1 1 / 17) m- y�- 8" PVC E IE=167.07 00 Lo - rl IJr I,I I 8-PVC{ S IE=166.97' - �- ELEV. = 154.78 (NAVD 88) I N I O,* w I .L II j •►{ I 4 WI CB TYPE 1 I N - Y-nl FFE:179.16 W �t t I it I1 RIM-172.28 SS Y 12" ADS SW IE=167.94' } N I SS / SS I / / I o 3 I 12" ADS NNE IE-167.9T 1 / / { i j'' • ', 12" ADS I€=167,94 W I -I Y �. CB TYPE o APE 1 � 3i CB TYPE 1 I \ R =1 7.27� - RIM=178.66' ? I w l WL1.i' I RIM=170.97 AD SW IE' 2.6 A IE 12 ADS N=173.45 I I 12" PVC NE IE=166.55 ® IE 12" ADS S=173.46' cv1 IE 8" PVC W=173.54' .III 12" ADS W IE=166.49' IIt/ III I CB STD GIRT TYPE I SSMH N24'03'36"W-4F ''�(MEAS) 1 \ u >g l RIM7717 =161.54' RIM=166.�6' 6' o / _ 2 'u 12 PVC E IE-159.19' - I 8" PVC E IE 160.26' 8 � SSMH GREASE TRAP i I � 12" PVC SW IE=159.19' 8" PVC W IE=160.16' I '�•• _ RIM=166.98' �- , �. \\ / /// 4" PVC N IE-16'� \ M \` Q I i j TOP VERT PIPE=163.40' o M � Q ;, 1e� - - _ _ O I SSM rt BTM VERT PIPE=163.89' r` ' I # - - - - - 4-9"o - i _ _ - RIM== 72.38' -t CO 4" PVC S IE=164.84' \ O I �22 95' s ss - ss _ _ 8" _ TOP VERT PIPE=165.35' )♦ ~ �� F- a: If - ° - - - 8" C W IE=165.68' G BTM VERT PIPE=163.77' \ SDMH G I / N89'00'38"W 484.84'(C 0. 'DEED} - - / SD C° `- ~ I' ^^'�� IM=16163- 1 SSC- �- d I B NI E N O 17 12" iE�5 eQ �- c c G G SS - - s "p / S8�00�E6G ADS W IE=-......t� .::.l..Q SS O ..E I� I CO 1 :.. l: 8" PVC E IE=1 E FDA ON � �22 � DRO � �, � t- I •, 4 PER ELB1dW IE-15 ••: � �' • ""�-' I SDCO � I ED�I�E'j,� CO / TISSMH RIM T178.03"i . ........... 8" f�VC S IE 14 _ O I C=173.76' \,\\ I I- I 4 R gLBOWE 1 .41' ///////// ji . SDCO -/ RIM1=178.90; SD 0 TtAD 8" PVC N IE 145. 6'� a " i ' ' E Q �// / / / i i i , YARk� GRAIN 173.66' / I I I it II YARD DRAIN YARD DRAIN ' RIM2=178.81' - RECYCLING I r ORIFIC IE=153.61' i RIM=166.91' RIM3=178.66 - - X u) �, ' I 8" CMP CONT L=152.78 RIM=1§698 RIM=166.96' 6" PVC S IE=164.10' - 6" PVC S IE=163.74' 4" PVC E IE=176.00' 0) ° CB STD F�ql I i Q 'C S IE=164.39' YARD DRAIN EAST WALL TOP=176.84' SD 0 N M I / RIM=166.94' _ OR SEWER R 6 8' I , SDMH �1 6° PVC S IE=163.81' r \ [� l CNTR WALL TOP=176.88' o y 12" PVC E # ' `I I ' I i /\ J \ C r L r1 WEST WALL TOP=17 �- c�� CB STD GRT>T�PE I �'� I R°=162.94' SSCO_. S 12 PVC S 4^16' III CD9 ~ , ° VA LT ACC L //G F NEW FOUNDATION ;(, �l(� 4" PVC W IE=175.90' 1 2 3 OG RIM=178.58' 12" PVC N 4� ¢r. 1 # i I I; �I NE: I=158.73' M=163. 8 ACC I YARD DRAIN F F E . V I .�� A F 1\1 3 � `-' `�' `� " 0 J � 6" PVC SW IC�=176.05' f:i IE=154. 4 STOR VAULT RIM=166.95' 4{ I I VAULT ACCESS CB TYPE I RIM=1 5.13 6" PVC S IE=163.68 NO RIM O I a I I ' III Q__I / RIM=166.54' (/\ r1 r1 �� r(, L l \ / L (, ( \ r I:~ I� I CEILIN =161.3 ' / 6" PVC E IE=160.24' (ADDRESS J J J� r S S J 1 1A S S 1.�J J r D) 12" ADS NE IE=174. Iii NI VA L BOTTO VAULT=154.4 _ 12" ADS SW IE=174. CB a I ACES - 8" I SDM I 0 / SD I CR9 ~ I °..=162.98' a NI•a ^ 12" ADS E IE= .47' VAULT ACCESS/ RD RD I = I Iii ; I I �'I '_� TOP LL=161. 9' I RIM=166.81' j RD YARD DRAIN y/ P � �Ti RI TYPE I I'�I. NO RIM - � RIM=178.32' I. - - i � ADS W IE- 57.60' 8" PV E IE i I I i 12" ADS N I-174.28' � II 3 _ I E v� I PVC I 17512' I E E C!� U Z J Uj N Z ui L F- F- O a Q LL Z W z elf U LL T Om HOG WIRE FENCE U DOWN m � z I' N89'00'53"W 661.38' FROM E. LN. OF I NE Ya ATPIYa NORTH OF CORNER THEE I I 00 I00 I I VERT PIPE TOP 151 1T 12" ADS SW IE=174.31' M I 2 } { } VE OPENING 160.3 ' l I � -I •• I•'� ••' •• .�•' I I � I L / I I o W - W 6 RT OPENING 159.42' I o. 3 VAUL I I - I rl I 0 _ .. o • o. CB STD T• PE I � I s GR I vi 4 A 0. i T 1 CCE S b VER PENING 5 0' e e 2 a SD I I .. I ... C . t-- s RIM ,66. HERE 0 I 69'/ WATERLINE CUT &CAP �I 3 I yaw I i i _I kYI.., .�•il��llI. l#I �II�„III 'II, ''; III _ 1Q IIiIi II - 8" PVC E IE-0�62.83 ACCESS 8PVC W IEI FLd O 'F/ YARD DRAIN YARD DRAIN O O aRIM=166.50' RIM=166.54' I / ;IIIFL II HYDRANT TO BE KEPT OPERATIONAL - 6" PVC E IE=164.28' 8" PVC W IE=164.32' o a 8" wl PVC W IE=164.28' ' rc :•� � r.Id qp9 I U I` 9 I I I� I WoDO NO RIM 12" ADS NE IE 175.17' I I �e'Gd 1 I� m IIIII a WATERLINE CUT & CAP HERE - SD'-_S I RO II II L✓ G / " D49a SD -SD -SD-SD- SD- SD - SD -SD C C SD - ROO(L.....�.....�..°:: r-III I' III �. ° ----::.n7�!57�ROCKERY , LgWN ROCK WALL 0.6' ;III ; ', - �F NORTH OF LINE ��Ir��l„ ; ICI I °, --X-- - - •�---- ----- I r-- - - - - - - �,oG - ---- 1.1D�II ° N89'01'12"W 630.55' I - I;:u III I ""'BUILDING 71 EDGE 111 I II I I I { OVERHANG -/ BUILDING LANDSCAPE l OVERHANG DECK I I LIGHT J-BOX LANDSCAPE RETAINOIOOD STEPS I; -1 III SSMH EXTRUDED CURB PAVERS WALLS KEYSTONE LANDSCAPE WALLS PAVER WALK w/HANDRAIL ROCK WALL o �l I II II s_ I CB EXTRUDED CURB ROCK RETAINING WALL LANDSCBUILDING PAVERS EXTRUDED EXTRUDED CURB OVERHANG -�tl II I EXISTING WATER LINE TALBOT PARK CONDOMINIUM BUILDING CORNER (ABANDONED) R) C. NO. 9706041221 4700 TALBOT RD. S o a ll I I RENTON, WA 98055 C I I ®yr APN 3559100000 a l C-) 04 ® � MI II B I I co I II III W I II I \ o co \ m 2 w z 0- z U Lu m Q Q U LJ.J Lu z J Lu Q i S Gefll LL �Mi, �� ��A �g0`�• w Av 0 z N O- 2 > m m II o jCn4 Q 1 _y 0 rn 3 o U a� a U Q 0 O V c ^i, W � N o c o L � W � fV T M i Q OO C4 -0 dl N Q tV I-- Ln i Ln a-+ fV yvV coW O �, or-0 Y N L r W E W z 00 o O V_