HomeMy WebLinkAboutR-412360SSMH (2563) 72" DROP ALTA/ NSPS LAND TITLE SURVEY
WEST QUARTER CORNER SECTION RIM=29.77'
8, TOWNSHIP 23, RANGE 5E. W.M. 15" PVC IE 14.80 (E) SSMH (,2724�
FND 2-1/2" BRASS DISC IN CASE, CB (2487) WW/THRU CURB INLET CB (,2752) WW/THRU CURB INLET CB 1208 RIM=28.82' SDMH (2738)
DN. 0.5' INTERSECTION RIM=27.50' RIM=27.43' RIM=28.09' CB 1178 SSMH (24451 CB 1164
8" N-S (IN) CB 2750 CB (,1182) W/THRU CURB INLET RIM=29.96'
STAMPED CONCRETE CB 2751 RIM=28.52' RIM=29.15' SDMH (2439) (VAULT LID) RIM=28.66'
(4/17/18) COR. OF WALK IS 4.5'N. 15" ADS IE 24.21 (W) 12 ADS IE 24.64 (N) 12" E(IN)-W(OUT) RIM=28.35' 18' IE 22.49 (W)
12" ADS IE 24.87 E RIM=28.14' RIM=28.54' 12" DI IE 27.07 (W) 8" (N-S) RIM=29.20' 15" ADS IE 24.32 (N) CB (2747) W/THRU CURB INLET 24" IE 22.49 (S)
FND PUNCH MARK � x 2.0'W. OF CORNER 12" ADS IE 24.21 (N) O CTR CHNNL=16.51 8" DI IE 26.05 (N)
12" ADS IE 24.50 (W) N 12" DI IE 26.06 (E) 12" ADS IE 24.73 (E) 12" (E-W) WATER LEVEL 23.81 12" ADS IE 24.34 (E) RIM=28.20' 36" IE 22.49 (N)
12' Any IF �a,43.(E). CTR CHNNL IE 18.07 12" ADS IE 24.40 (W)
IN 2-1/2" DISK IN 46.45' 1 CB (2753) N. 8TH ST. QWEST' MH
CASE, DN. 0.4' _ 'V W W RIM=28.53 W W W W W W W W W- - cn
(4/17/18) � SS SS 12" ADS IEs24.68' (S) SS (PUBLIC STREET) W W W W W W W COR. WALK IS W W
SS ° ° a SS SS ° SS 5.0'N. x 10.4'W. SSMH (,2739)
w ° - n ss ss (R/W DED 20060907001132) Ss SS SS° _ I °p _per M (1417� ° a° a ° n " _ _ �^ OF CORNER �^ �, RIM=30.03'
Ni o a ° m - - °° ° � e L-` - - ° ° - ° a S SS a S ° SS _ - - SS a -� ° S S J
34.50' - rii "i , 28.60'� ° v� ° ° ° o Vl - - o - - 15"PVC IE 19.81(W)
°'' ° a N89°28'06"W 1202.84' a a a ° - a - -
1 0 0 a 12" ADS IE 24.60 (I� L4"D�
° ° 15"PVC E 19.91 SECALL. INTX. 010 ° 29 »2$ °2$ a °°° °° a °�Q° ( )
n 1 Z 15 ADS IE 23.87 �E) _ ° a ° 29 _'25 MF`H' SIGN ° a - - a° . ° CALC. INTX.
SDMH 2564� ai 1 15" °ADS IE 3.82 ° W° °- e ° n °'29°a°VAULTVENT ° S NOTHING FOUND
( 4» D 4 ( ) 4„ D 4 D 4 D a4 D 4' D ° 4°'D q ' �a „ - �- _ » ° _ y _ „a ,> N ,1 r°�'
°4 4„p 4.,p ° INTERSECTION
RIM=29.86' g a a ° ° ° 4 D ° 4 D ° D �4"D 4"D ° 4„p ° 4»p 4 p - a e / �„D
18" IE 23.68' S o P ° ° 4a D"p4,>p �4»p 11
4»� STAMPED CONCRE
15" IE 23.68' E a a
ttjn r a n �° COR. IS 1.0' N'LY OF S'LY
12" IE 23.68' N 4» TSB SS N89*28'06"W 1075.94' ° 4 o N EDGE OF CONIC WALK
c1 o y SIDEWALK MEANDERS SS 'TS-LT' PWR CONT. N.
SW. COR. OF WALK �_ SDMH (,1416) W/T-I GRATE 48" (CTR 2'N.) ® SSCO SSCO CB (1154) W/THRU CURB INLET COR. OF WALK IS 8.7'S.
3 0.1'-0.3' SOUTH
IS 2.1'N. x 4.9'W. 13 RIM=28.15' RIM=28.93' CB 1198 O SDMH 48" (,1181 RIM=29.27' RIM=28.31' _ " OF CORNER
OF CORNER 1 2 COR. IS 0.4'N. O 15" ADS IE 24.03 W ® OF PROP LINE RIM=32.58' ( ) p/ ( ) N441619 W 29.35
2 OF S. EDGE WALK CO 'WSDH' 10' WATER PIPE ( ) 6"STEEL (IE 17.53 PER PLAN) RIM=28.66' IE 19.06 PER PLAN 12" A S IE 24.54 N 2 J-BOX
� 15" ADS IE 23.92 (E) 12" ADS IE 25.44 (W) 18" ADS IE 23.08 (E-SIZE VERIFIED) �� 12" ADS IE 24.50 (W) SDMH (2743)
CONDUIT RIM=29.37' LINE ESMT REC. NO PSE, GAS, OR PWR S S RIM=30.28'
2-2", 2-4" �' N45*27'25"E NO. 3432122 24" CONC IE 23.80 (S) ARROWS S. 12" ADS IE 25.46 (N) 24" ADS IE 23.20 (S)
44.70' CB 1473 (NO PIPE NORTH)
1 S S S S OFRW'ILY EDGE "p 42' (PERT PLAN)
1(N)
I 1 COR. IS 0.1'W. OF RIM=28.43' S CB (1660) AKA-399 OF WALK r 'QWEST' TMH
CB 2055 ` o E'LY EDGE OF WALK 29 N IE N/A (UNABLE TO OPEN LID) CB 2408 RIM=27.76' � ° ° BUS STOP SHED
RIM=28.68 6" PVC IE 25.89 (S)
RIM=29.38'_ ° 1 8" IF E. 26.52' (PER CITY ASBUILTS) 6" DI IE 26.95 (E) BOLTED TRASH CAN
18" ADS IE 23.47 (N) ° O cb
C�1653) AKA-400 S S BUS SCHEDULE SIGN
18" ADS IE 23.27 (S) STORM SDMH (1113)
4»p o 0
I POSSIBLE CB a v
IN AREA � I RIM=27.88' GRATE W. RIM
I _ �0 _ I N 21 IE N/A (UNABLE TO OPEN LID) RIM=29.60'
POWER
VAULT rn O� 10' STORMWATER FACILITY CB 1651 8 DI IE 23.79 (S) I °gyp FVC HAS
24" IE 23.91 (W) 0.9' GUTTER
EASEMENT REC. N0. RIM=27.72' 36" IE 23.63 (N) �
I oao� 20100803001656 N/A (FULL OF WATER I
S I - NO FLOW)
(NO STRUCTURE
FOUND NORTHERLY) I
° Zg � N
° r I RIM 29,127 4� I CB 1649 RIMK 28402 STUB 3-4"PVC
I _ GRAPHIC SCALE & 3-2"Pvc
a SDMH (1627) 8.4'x3.3' PV
N (UNABLE TO OPEN) - - _ - - - I I RIM=29.45' 4" PVC IE 26.42 (S)
IN CONC N
cn < 4» � -
SDMH 2582) TOP OF EXPOSED PIPE -29 CTR CHNNL IE 23.97 C�1646) AKA-404 16
RIM=29.30' I LOCAL LOW 5'DIA. I / ® ®-• \ 1 40 20 0 11
1
= 401
40 80 RIM=28.34' END OF PAINT S. ° »D
4 PVC IE 26.60 (E) �
SDMH L-9 ' I - ` / 1' CONTOUR INTERVAL Q, I 28 S SD S ?
2858 �a MH ACCESS I �. / N
RIM 29.71 0 CULV 8"PVC IE = 28.52' / \ / LOT SA-2 S S I POWER
18"ADS I I / 596,016 S.F. f I I VAULT
IE 23.61(E) I I SLEEVED INSIDE 12" PVC �� o ( )
48"CONC SDMH CB YD (2027) ` '`� / TPN:0886610010 j SDMH (1058) "I-W-S"
THRU CURB INLET � l
I I SD LINE PER J RIM=29.36' I
IE 23.00(N) � � ICV I /
30"ADS RIM=28.71' ,1 ENCROACHMENTS CITY GIS BTM STRUCTURE = 24.6 I'D
° 18" ADS IE 23.32 (S) CB T-I (1624) to
IE 22.96(S) N N 1/ �) I I ►�)
VAULT I 18" ADS IE 23.28 (N) RIM=28.69' 29 ^ S
VENT a 1 / O CONCRETE SIDEWALK IS 0.1' EAST OF PROPERTY CORNER. 4" PVC IE 27.57 (E) 00 Pp
o^p c°'o °j I -T-� - u� // 2 CONCRETE SIDEWALK IS 0.4' SOUTH OF PROPERTY CORNER. I 6" DI IE 26.60 (W)
CL
00 6, 4,> II I / O 29 CB (1057) W/THRU CURB INLET W
0 o to 3 CONCRETE SIDEWALK MEANDERS 0.1'-0.3' SOUTH OF PROPERTY LINE. ' RIM=30.12'�A
• O I � - 31• O 8" DI IE 28.18 (E) 0 D
w Ld O w / CULV BROKEN
IE E ABOVE
, 1 I 4 CONCRETE SIDEWALK IS 1.0' SOUTH OF PROPERTY CORNER.00
w N N ( V) N / , \ END BROKEN - IE ABOVE GND I O I
cV I ` (' N 4 O5 WESTERLY EDGE ASPHALT IS 0.2'-0.3' WEST OF PROPERTY LINE. / O W w
U O O I LLI �� �� \ \ I SDMH (1610) / \ Z -'CV I'D > �
\ RIM=29.36' 1 ICV
7 1 I U)
oz I �: cro - - - - J J 24" GONG (N-S) CB T-I 1609) \ ICV �,
m - RIM=28.60' 4"a 1-1D U
� p , N I � � - - - _ _ - _ - � WEST IS CAPPED _
0 o I I I I _� j \- CTR CHNNL IE 24.65 I N 4" DI CAPPED (S)) I "D m
� I / \ EDGE OF ASPHALT
IED AND IN
VARIABLE WIDTH UTILITY I I I / \ / \ _
A BURDIS REPAIR o
A -I
VAULT EASEMENT 00080300 6570 I ��� i / \\ NW COR. 8'CLFNC W/3 STRAND M D
VENT 4 �� L� V IS 0.9'S. x 0.6'E. OF CORNER END OF PAINT S. a�
° I I 1 \ \ 10' DBL SWING GATE I v) I I
NE COR. ASPHALT IS � 1
N I I I I \ \ 0.2'W. x 0.2'S. OF CORNER p
SDMH ,25gs) I I N89'28'06"W 176.00' \ D
RIM=29.89' I I I IM=29 45' I \\ \ O FENCE SENSOR NE COR CLFNC IS 0.6'S. x 0.7'W. OF CORNER
(VAULT ACCESS) 18" ADS IE 22.87 (N) \ CB 2411 STORM 29•7' C�1241) AKA-372 30� ICV „p CB 1130
I WEST -PIPE IS OBSCURED I \ RIM=29.45' ) RIM=28.48' \ I ICV RIM=30.41'
� I WATER ELEVATION 24.00 I VAULT 4" IE 25.90 (E) I t
-� / \ 29.5 O 6" CONC IE 25.80 (W) I - 8" DI IE 28.49 (E)
PIPE END CAPPED / \ SDMH 2412 „SD
SDMH L-7 18" IE 24.24 (W) r RIM=29.26' D
(2859) a ° PER CITY RENTON ASBUILT 1 I �/ �' CB- 2410 I ROOF LINE EL=46.4' �
RIM 30.50 �' PV W/ELEC. MH LID \ RIM=29.06'
18"ADS ° 4„ W p
\ I »p
IE 23.72(E) o / � \ TOP OF HVAC � o r
30"ADS I 3 I
IE 23.63(N) CB T-I (1496)
EL= 56.8' ;7
I RIM=28.67' \ 0 I
° I N 10" DI IE 26.82 (E)
a 11 TPN:0886610050 N Z
SSMH 1982 1 N OWNER: THE BOEING COMPANY N49*48'04"W 315.66' SSMH (1589) `- ' ARROW S. I „p
( ) ° I N \ I o RIM=29.18' / QWEST' TMH >
1 SSMH (1587)
'METRO SEWER'--f- I � W FULL ACCESS TO THIS STUB 2-4" PVC t.
r RIM=29.16' ,
RIM=30.81' ° PARCEL WAS NOT AVAILABLE CB (1535) AKA-370 2-2' PVC NE CORNER
` I LO 36.2'
TBM-A I 'I SDMH (,1497) TEMPORARY 6'CLFNC IS _ _ _ RIM=29.02' 'COMM VLT' TEMPORARY 6'CLFNC IS
ELEV=30.81' I N RIM=29.53' I 5 M 0.9'-1.0' SOUTH OF PROP LINE , " - FOPM CONT.'S SW. <"D 1.0' SOUTH x 0.5' EAST
I O o N89 01 29 W 372.00
LOST SIG. ELEC.' MH 8-10" CONC IE (SE) - BURIED 4"D
° BROKEN ASPHALT OVER CONCRETE WILY EDGE OF ASPHALT CB 240� cn F FO F FO F
END OF PWR I 18" CONC (N) Z F F0 FOPM CONT. E.
I I CTR CHNNL IE 25.69' YD 1729 CONC. IN DIS-REPAIR IS 0.2'-0.3' W. OF LN. RIM=29.47' F F 4„ 'FOPM END CONT. NW?'
I I RIM=29.18 Yp PUMP STA. PWR CAB
GRASS \ 6" PVC IE 28.16 (N) 5'CLFNC CTR'D ON CB 1585 TPN: 0886610050 �� BURIED ASPHALT x 'NO PSE PAINT'
4" GRASS \ \ 8" CONC WALL S. N. END FACE CONC WALL YD 12",20"CT OWNER• THE BOEING COMPANY IN DIS-REPAIR � FOPM CONT. SW.
CTR OF 2 UG PWR LINES 0.7' APART RIM=28.40' NO VISIBLE PAINT
RIM-28.20' `� ��
\ 4'CLFNC WEST CB 1598 AKA-369 a( X� r u x "p
\ 30- _ 8'CLFNC W/ ASBUILT STORM LII 30 _ J J 'TS-LT'
- - - BARB WIRE EAST PER RECORD DRAWING - C X GAT 12 CTti. SE COR. 6'CLFNC
ASBUILT STORM - - _
S S o �_ �_ 8»p 10"CT - -29- - - - - SD LINE PER �
" W S. EDGE BURIED CONC. LINE PER RECORD - - x X -� _ IS 1.4'N. x 1.4'E.
�216 26 9 \ DRAWINGS - D - -29- - - D CITY GIS CONC SLAB 0.75'HIGH 12"CT 10"CT
\ 12"CT 10"D� _
CAPPED - FH 'OUT OF SERVICE' GATE SMOKE FREE l(NORK PLA SIGN
R-597.00' � � TO KEY 'BOEING LOT E3' SIGN
L=23.69' C SD S SI)-- C PAD 16"CT 10 "D METAL FRAME SHED 3'TALL
I 16"D 0.5 HIGH RET. WALL IS 0.1 S. OF LN.
COR. IS 0.4'E. OF ICV W W CB 1346 I W/METAL ROOF CB 1345
R1129.5.q'
32 r N89*28'06"W 563.38' 30 PARKING GARAGE X CAPPED RIM=29.29' N
E'LY EDGE OF WALK
20'C COR. IS 2.4'S. OF LN. N. FACE CONC. WALL SW COR. E. END N. FACE CAPPED SLIDE GATE
n ICV ICV 18",18"C W/PARKING RAMP S. CLFNC
ICV ° CTR OF 2 LINES PV W MH LID E. END CLFNC 6" CONC WALL TO GATE MOTOR
NW CORNER 4'CLFNC ICV r' / - - IS 3.7'S. OF LN. IS 0.5'E.
cn _ »C IS 1.0'S. OF LN. W/1' CONC. LIP N.
IS 0.8'S. x 20.3'E. OF N 0.7' APART CB 2864 OF CORNER CO - NO LABEL
CORNER AND I ' � RIM=29.41 FND 'X' IN CONC. W/LATH
ro
0.6'S. OF LN. 'LOT E6' SSMH (1761) r� - WITH CONCRETE
CD
SIGN RIM=30.05' ABANDONED 'STOP' SIGN (4/3 TBM $B TOP N A AGE
I I PARKING GARAGE 0
12" CONC (N-S) ASPHALT TPN:0886610020 ELEV=28.73' TPN:0886610030 TPN:0886610040 TPN:0886610060
I I CTR CHNNL IE 22.76 PARKING LOT OWNER: THE BOEING COMPANY I OWNER. THE BOEING COMPANY I OWNER. THE BOEING COMPANY OWNER: THE BOEING COMPANY
NW 1/4, SW 1/4, SEC. 8, T. 23 N., R. 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
REV# DESCRIPTION OF REVISION DATE BY
www.axismap.com
#1 ADDED STREET SIDE TREES 6/22/18 TJO 'y%
WAS
NE L' Nq ALTA/NSPS LAND TITLE SURVEY
tiP*F*** <<
#2 ADDED AND VERIFIED UTILITIES IN VARIOUS LOCATIONS 8/12/19 TJO ** ** ARCO/MURRAY o ��QQp�e� JOB NO. DATE
DESIGN BUILD ooO���� 18-046 11/21/19
#3 ADDED DRAINAGE RUN-LOGAN AVE N-CITY OF RENTON ASBUILT 8/16/19 MWF LOT 5A-2 CITY OF RENTON LLA LUA-10-020-LLA Axis
( ) POOTaD
#4 ADDITIONAL UTILITY PAINT AROUND THE BOEING CO. & 2 SDMH'S 8/30/19 ERM ITF DEVELOPMENTS, LLC DRAWN BY CHECKED BY
* * Survey & Mapping
* 745 PARK AVE N. oa TJO JRP MWF ZLN
#5 NEW TITLE - UPDATED SCHEDULE B ITEMS 11/13/19 MWF 1'oV�***,� 40094*.*��RENTON WA ' 15241 NE 90TH STREET / /
FS **0 AL LNR`».*�� TOP GOLF - RENTON LANDING REDMOND, 23 57052
#6 UPDATED PIPE DIRECTION INTO SDMH (1497) 11/20/19 ZLN S/p REDMOND,
S�
AL LAND TEL.425.823-5700 SCALE SHEET
#7 LOCATED CB (2864) 11/21/19 ERM 11 21 19 FAX 425.823-6700 1rr-40' 2 OF 2
Sheet 81 of 82