HomeMy WebLinkAboutR-396104SEC. 14, TW P 23 N , R 5 E W.M. FOUND SMALL PIECE OF BROKEN BRASS SURFACE DISK IN 3" DIAMETER CONC
PLUGGED DRILL HOLE (03107) & (11116)
T CITY OF RENTON MONUMENT #2103//WGS MONUMENT #3744.
CITY
RENTON PUBLISHED
ELEVATION: 167. 013 M/54 .942 FT
E. 1319243.764 (FT)
\ FENCE CORNER 0.5" WGS PUBLISHED N: 180828.789 (FT)
C� 146NO0016 \ GATE \ � \ � � 12" CEDAR ROW 1463400058 NORTH OF BOUNDARY CLFNC o
\ \ — LINE METAL FOUND 5/8" REBAR WINO CAP, � o)
1463400057 cv co
FNC FENCE CORNER 0.4 0.9 N. OF CORNER
\ (11108116) z
NORTH OF
\ BOUNDARY LINE \
- - - - 12'C FENCE CORNER 0.7'
w 1 IDE X \ \ 1 \ \ I \ \ \ 10'C�8 C NORTH OF 7418000160
4' TALL 5-STRAND BARB ��\ 501M N88°14'41' 594.19 �, _ BOUNDARY LINE
\ 1' TALL CONCRETE �� 2„C \ \ \ \ \ (N88°13'40"W 594.55PLAV \ �� 27C \ jC 3 1' k I
RUBBLE WALL \ \ \ N88°14'40"W 594.30'R5) \ \ 0.5' NORTH OF BOUNDARY
\ CORNER ( � ECT) 1 i\
�0"C \ \ \ \ FENCE CORNER ON _ m
\ I \ \ \ \ \ BLDG BOUNDARY LINE — —
\ _ 22`C — — \ \ \ \ NO FD + — \ 1 1 CB, T-1 (7024)
W/ GRATE
Q\ — I RIM 414.54
12" ADS 1E J \ \ \ \ \ \ \ \ \ \ — / 12" ADS IE 411.92 (S)
n 2",14",12",12'M \ \ \ \ \ \ \
w I\ I I \\ \\ \\ \ \\ \\ \\ \\\ \Aj0 rn �\ GATE
\ \ I \ \ \ \ \ \ \ GATE \ \ NO BARBWIRE 1C
\ \ � FENCE CORNER 0.5' WEST
\ N \ \ \ \ \ — \ \ T-POST LINE OF BOUNDARY LINE
/ o \ 6'; 8'C I \ \ \
\ \ \ \ \ \ \ \-[] + + d
O o \ 32'C \ �I \ \ \ \ \ \ \ \ \ \ 6BFNC 67CY 12'CY
\ 12"C 0",16"M \ \\ \\ \ \ \\ \\ \\ 4\\LL 0
\ d —
4"C \ \ \ \ \ \ — \ + \ l 6'FR \ — { 1423059046
Q o \ \ \ \ \ \ �6'FR Q \
C \ 2 �34'C \ \ \ \ \ \ \ \ \ \ \ \ CONCRETE P D W/ TIMBER I - —O TBM B'
G \ 34'C \ \ \ \ 8"C \ \ \ BORDER I 1 STOR HOSE FRAME —, _ \
2' CONCRETE \ \ \ \ \ �. EL 412.24
\ — — \ \ \ B. TIE 13833 156TH AVE SE y � aP
RUBBLE
RET.EWALLEAST \ l — — — — \ \ \ \ \ BORDER TPN 1463400060 - _ Q � / CB, T-1 (7033)
( ) 12'C / I \ \ \ \ \ \ 8'HW GATE / W/ GRATE
\ \ \ \ \RIM 409.14
8" CINDER ��8a _ \ \ \ \ \ \ 9. \ \ ® I 12" CONC 1E 407.12 (E)
BLOCK WALL — — / \ \ \ \ \ \ \ \ \ GATE \ a FENCE CORNER 0.3' WEST m 12" ADS IE 407.02 (N)
\\ FFE=411.0' �F BOND RY LINE 12" CONC IE 406.74 (S)
W/ T CEDAR FNC — — — \ \ \ \ \ \ \ \ 30'C0� 16"COT 8 M o
SNAG SNAG 89'
N ELECTf�IC \ \ \ \ 42'M KEY PEN \ \ \
8'F � "' FENCE \ \ \ \ \ \ DIRT FLOOR 26'POP \ 25' \ GAS 18 ® -1
SWING \ 24»C o =°� + + \ \ \ \ \ \ 26'POP L \ \ ( \ ,�qS m / CULV 12'CONC
GATE �� + \ \ \ \ \ — SNAG \ \ EEP) / a a n c} 1 Q M� o IE = 407.42'
cP, 8';12 18'A o o \ + \ \ \ \ \ \ \ 6'.6'M 70
32'POP o
+ \ SNAG 24'POP\ \ \ o0
\ \ \ \ SNAG \ 12 ;1O�V + W M,
__ 0
o \ \ \ ST 6'M o
\ \ \ \ \ �biro
C \) I \ \ \ \ \ \ \ \ PST PST �F LL SPLIT RAIL TALL\\ \ \ GATE OLD PIN FLAG — 4 TAtL — — N
\ \ \ \ \ \ NO PAINT EA T-WEST z SE 5TH PL
0
P
— _ 4'HWFNCE CORNER 0.6' WEST T� BP
BARN 16"C / + \ \ \ \
WOOD PST i / \ \ \ \ \ \ \ \ \ \ OF BOUNDARY LINE
FFE=386.7' I . ( \ \ \ \ \ \ — — — — —
I � \ 46'M � — —
4O"C 16'A \ \ \ \ \ \
\ \ \ \ \ \ SE 19TH PL' o
SE 5TH PL' , CB, T-1 (7039)
In
BRICK WALL — 386� it \ I L 8'M \ \ \ \ \ \ \ \ OO \ 02� \ w mI � RIM 407.52
\ \ CROSSWALK' \ (nW/ GRATE
8'HW W \ \ J 2 \ \ \ \ \ \ \ \ \ — — — — _ °p o 12" CONC IE 404.95 (E)
6",6'D III \\ \\ \\\ \�\\\�9 �9c4—\ \ \\\�--\\�o� ~ /f/ 12" CONC IE 404.88 (S)
4C I \ \ \ \ \�� \\�9 6\� \\ \�� 0 9425200010
1' PAVERS \ \ \ \ 3q �� \ I > Un
g'; g ; g';10';10'M \ �9 2 \
COMCAST � I / W/ GRATE
RIM 406.89
— — — — m 12" ADS IE 404.49 (S)
l
\ 4'C \ \ \ \ \ \ \ \ 4' TALL I 1 C2 ONC IE-40T.50 (N)
Bq FOUND 1/2" ; — —1 \\ \ \ \ \\ \ ;34'M \ \ I —
\ REBAR WINO * I \ \ \ \140
26';14 C
P, BENT 0.25' Ntj! 3.5X4' MAKESHIFT mod, \ \ \ \ \'�
CULV 12'ADS
NE CATCH BASIN \ \ \ \ \ \ L>i� I IE = 401.74'
L ATED AT N / \ 4' HWFNC W T-P STS CORNER IS \ \ \ \ \ \ \ \ \ \
BASE OF�BEND l \ 16'C / \Q \ \ \
\ 0.4' EAST & 0.7' NORTH OF CC \ \ \
� \ \ � CULV 12"GONG
GND LVL, 0. —
I Q \ \ — \ 4' HWFNC W/ T-POSTS CORNER IS
(11110116) �, \ \ BOUNDARY CORNER 6' PYRAMIDALIS \ \ \ \ \ I IE = 400.95'
T U 3' GATE 1%" CEDAR ROW \ 0.8' WEST & 2.6' NORTH OF �-
\ O — _ \ CC \ \ \ \ BOUNDARY CORNER 9425200012
`O N88°1930"W 594.35' \ \ CULV 12'CONC
RHODODENDRON HEDGE j�T — — _ + + N88'18'35"W 5 4.86PLAT\ + \ + \\ \ C = 400.31'
END OF UTILITY PAINT + /
382 -w �— TBM E $ \ \ + R 1 I
ro ELEV = 386.18' Q
POWER CROSSING o \ I
PAINT MARK � > I � ;f, SET X' IN TOP SOUTHWEST CORNER OF 10" CEDAR ROW � � 14' ELY\i �
1463400062 4 M/ 3.7' TALL BRICK COLUMN m Y
SURVEY DATA
EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND OTHERS IN ELEVATION: 421.94' (R2) - THE WOODS AT HIGHLANDS PARK (CURRENTLY UNDER OFFICIAL REVIEW)
THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED TBM 8' (R3) - BOUNDARY LINE ADJUSTMENT NO. L09L0017, RECORDED IN VOLUME 263,
BY AXIS SURVEY & MAPPING (AXIS JOB NO. 16-223), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT SET FILED 'X' IN TOP WESTERLY FLANGE BOLT ON FIRE HYDRANT LOCATED AT THE NE QUADRANT OF THE PAGE 194, RECORDS OF KING COUNTY WASHINGTON.
REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE INTERSECTION OF 156TH AVE SE & SE 139TH PL. (R4) - RECORD OF SURVEY BY C & C SURVEYING, RECORDED IN VOLUME 80,
TOPOGRAPHIC MAP BY AXIS SURVEY & MAPPING: ELEVATION: 412.24' PAGE 188, RECORDS OF KING COUNTY, WASHINGTON.
(R5) - SHORT PLAT NO. L9550020, RECORDED IN VOLUME 115, PAGE 196,
LEGAL DESCRIPTION TBM 'C' RECORDS OF KING COUNTY, WASHINGTON.
SET CHISELED SQUARE IN THE NW CORNER OF A WATER VAULT LOCATED AT THE EAST EDGE OF 156TH AVE SE, (R6) - RECORD OF SURVEY BY CONCEPT ENGINEERING, INV., RECORDED IN VOLUME
EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE COMMITTMENT FOR TITLE INSURANCE BY FIRST AMERICAN +/- 75' NORTH OF THE INTERSECTION OF 156TH AVE SE & SE 5TH PL. 78, PAGE 1, RECORDS OF KING COUNTY, WASHINGTON.
TITLE INSURANCE COMPANY, ORDER NO. 4266-2536097, DATED AUGUST 11, 2016, AT 7.30 A.M. ELEVATION: 400.02' (R7) - RECORD OF SURVEY BY TRIAD ASSOCIATES, RECORDED IN VOLUME 209,
LOT 4, BLOCK 2, CEDAR RIVER FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PAGE 095, RECORDS OF KING COUNTY, WASHINGTON.
TBM D' (R8) - RECORD OF SURVEY BY GEODETIC SURVEYING SERVICES, RECORDED IN
PLATS, PAGE 52, RECORDS OF KING COUNTY, WASHINGTON. AT THE TOP POINT OF THE A' IN IOWA' STAMPED IN THE BONNET OF A FIRE HYDRANT LOCATED AT +/- VOLUME 253, PAGE 279, RECORDS OF KING COUNTY, WASHINGTON.
SOUTHWESTERLY CORNER SITE. (R9) - RECORD OF SURVEY BY KENNETH J. OYLER, C.E. & L.S., RECORDED IN
DATUM 3' ABOVE GRADE. VOLUME 18, PAGE 278, RECORDS OF KING COUNTY, WASHINGTON.
HORIZONTAL DATUM: NAD '83191 PER CITY OF RENTON CONTROL POINT #2103 ELEVATION: 385.00' (R10) - RECORD OF SURVEY BY CAVNESS ENGINEERS INC., RECORDED IN VOLUME
VERTICAL DATUM: NAVD '88 PER CITY OF RENTON CONTROL POINT #2103 TBM E' 12, PAGE 10, RECORDS OF KING COUNTY, WASHINGTON.
ORIGINATING BENCHMARK: TOP SOUTHWEST CORNER OF 1.2' X 1.2' X 3.6' TALL BRICK COLUMN LOCATED AT THE NORTH SIDE OF THE DRIVEWAY EQUIPMENT NOTES
CITY OF RENTON CONTROL POINT #2103 TO HOUSE NO. 14010 AT 154TH AVE SE.
FOUND SMALL PIECE OF BROKEN BRASS SURFACE DISK IN 3" DIAMETER CONC PLUGGED DRILL HOLE (03107) & ELEVATION: 386.18' PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL
(11116) POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. MONUMENT
ELEVATION: 547.942' BASIS OF BEARING POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL
POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND
CITY OF RENTON PUBLISHED HELD A BEARING OF NORTH 0029'18" EAST ALONG THE MONUMENTED CENTERLINE OF 156TH AVE SE DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-0801090.
FOUND PUNCH MARK IN 3/8" BRASS PIN IN CONC. MONUMENT IN CASE, DN. 1.4' 0.09'W OF SECTION LINE NOTES
ELEVATION: 372.359' REFERENCES:
TEMPORARY BENCHMARK: KING COUNTY ASSESSORS MAP FOR THE SW 1/4, SEC. 14, TWP. 23N., RGE 05E., W.M. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD
TBM A' PLAT - CEDAR RIVER FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY
SET RAILROAD SPIKE IN EAST FACE OF A UTILITY POLE W/ LIGHT LOCATED AT THE WEST SIDE OF THE INTERSECTION RECORDED IN VOLUME 16 OF PLATS, PAGE 52, RECORDS OF KING COUNTY, WASHINGTON. AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE
OF SE 138TH PL & 156TH AVE SE. (R1) - HIGHLAND ESTATES, ACCORDING TO THE PLAT THEREOF RECORDED IN EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE
0.7' ABOVE GRADE VOLUME 212 OF PLATS, PAGES 10-13, RECORDS OF KING COUNTY, WASHINGTON. CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION.
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS
OF A SURVEY MADE ON NOVEMBER 4-14, 2016 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL
CONDITIONS EXISTING AT THAT TIME.
THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOL
BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES AF
NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO
INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES.
CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: SCALE:
MITCH EVANS » HORIZONTAVERTICL: ID 1983991
CONSULTANTS CONSTRUCTION RECORD DRAWINGS ACS 112711 JBS DESIGNED: = 300TY OF
Site Planning - Civil Engineering , Q N DRAWN: JAMBE SCHROEDER RENTON
Land Use Consulting - Project Management PETER EVANS
11431 WILLOWS RD. NE, SUITE 120 O ONE INCH DATU M
Q 30 60 CHECKED: AT FULL SCALE
REDMOND, WA 98052 MJH Planning/Building/Public Works Dept.
Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what'IF NOT ONE INCH s @ OW. APPROVED: SCALE ACCORDINGLY
n CI
PH
Call before you dip. PLAN IN FEET N0. REVISION BY DATE APPR xxx
sht 901 R CH CC nnci iltnntc I I All Riahtc RPRPY\/afI
"ZONAL �•-
o
CONSTRUCTION RECORD DRAWING
THE AS —BUILT INFORMATION SHOWN
ON THIS PLAN IS PER A FIELD SURVEY
PERFORMED AND DATA PROVIDED BY
AXIS SURVEY & MAPPING AND/OR
R-396104 RECORD ITH�RMATION CON CONTRACTOR
PROVIDEDBY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
J
0—
W
MEADOWVUE DATE7/25/18 0
> ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK
PAGE:
EXISTING CONDITIONS DRAWING NO O
C0.10 0
SHEET: A 0743 UI