HomeMy WebLinkAboutR-426401"qh
11-O
N
O
k
S
FOUND 0.5" BRASS PIN IN--*
CONCRETE WITH PUNCH IN
CASE (RENT 1229, HELD
FOR ROTATION)
I
I
FOUND 0.5" BRASS PIN IN --
CONCRETE WITH PUNCH IN
CASE DOWN 0.57'
FOUND 0.5" BRASS PIN IN
CONCRETE WITH PUNCH IN CASE
DOWN 1.02' (RENT 1227 HELD
FOR POSITION, EL• 154.74)
V � -
S 45TH PL
FOUND 4X4 CONCRETE
vONUMENT WITH 2" BRASS DISC
WITH X IN CASE DOWN 0.97'
ct
R_
m
J
S
�E°NN° REAAn z
MR PROPERtt -
CCPNER
HORIZONTAL CONTROL DIAGRAM
1 " = 50'
UT/L / TY CONTA CTS
ELECTRICITY/NATURAL GAS.•
PUGET SOUND ENERGY
P 0 BOX 97034
BELLEVUE, WASHINGTON 98009
1-800-J21-7890
CABLE
COUCAST
14870 NE 95TH STREET
REDMOND, WASHINGTON 98052
1-877-824-2288
TESC SUPERVISOR
SEWERIWATER
CITY OF RENTON
1055 S GRADY WAY
RENTON, WA 98057
425-430-7234
CIVIL CONSTRUCTION PERMIT
Kip
rso
G LOT
lV GAR,
DIVER /14
C17YOFRENTON, WASHINGTON
RECORD DRA WINGS
SW 7 /4, NE 7 /4, SEC. 31, TWP. 23 N., RGE. 5 E., W.M.
EVER
LEGAL DESCRIPTION
SHEET INDEX
THE SOUTH 5.5 ACRES OF THE NORTH 25.5 ACRES OF THA T PORTION OF
C'/VIL;
THE SOUTH HALF OF THE
C1.01 TITLE SHEET HORIZONTAL AND VERTICAL CONTROL SHEET
NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5
EAST W.M., IN KING COUNTY,
C1.02 BOUNDARY AND TOPOGRAPHIC SHEET
WASHINGTON, L Y/NG EASTERL Y OF THE SPR/NGBROOK ROAD AND L Y/NG
C1. 0i SITE AND COMPOSITE UTILITY PLAN
SOUTHERLY OF THE CARR ROAD;
EXCEPT THAT PORT/ON L Y/NG EASTERL Y OF A LINE DESCR/BED AS
C2 01 TEMPORARY EROSION AND SEDWENTA TION CONTROL PLAN
FOLLOWS:•
C2 31 TESC NOTES AND DETAILS
C,3 01 ROAD AND GRADING PLAN
BEGINNING AT THE EAST QUARTER CORNER OF SAID SECT/ON 31;
THENCE ALONG THE EAST LINE OF SAID SECTION NORTH 175'13" EAST A
CJ 21 PARKING L OT PROFILES
DISTANCE OF 659.00 FEET,
C3W 31 ROAD AND GRADING DETAILS
THENCE ALONG THE NORTH LINE OF SAID 5.5 ACRES NORTH 890028"
C4 01 UTILITY PLAN
WEST A DISTANCE OF 667.65 FEET TO
THE WEST LINE OF A GRA VEL PIT,
C4.31 UTILITY DETAILS
THENCE CON77NUING NORTH 890028" WEST 481.00 FEET TO THE TRUE
POINT OF BEGINNING OF SAID
DESCR/BED LINE;305-LL
PERMITNUMBER
O
THENCE SOUTH 021 '10" WEST 181.16 FEET TO THE SOUTH LINE OF SAID
TPN' 3- PUg�SC g8055
5.5 ACRES AND THE TERU/NUS OF
CI AIL CONSTRUCTION- C23002174
1
SAID DESCRIBED LINE.
4430
OWNER APPL/CANT
NOTES
N89 0154 W 144.10
TODD AND POLL Y PROPERTIES, LLC
CONTACT POLL Y GARDNER
1. ALL TITLE INFORMATION SHOWN ON TH/S MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE
(206) 419-9777
INSURANCE COMPANY GUARANTEE NUMBER 0140333-16 DATED DECEMBER 11, 2018. IN
o i
PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH
-
ENG/NEER/SURVEYOR
NOR /S CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED
PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED
T N: 312305-9C L
PROJECT T. GARDNER o
CORE DESIGN INC°
CHICAGO TITLE COMPANY GUARANTEE. CORE DESIGN, INC. HAS RELIED WHOLL Y ON CHICAGO
12 TALBOT R N
SITE J
12100 NE 1957H ST, SUITE
TITLE COUPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE TH/S SURVEY
4 A 98055 =
BOTHELL, WASHINGTON 98011
AND THEREFORE CORE DESIGN, INC. QUAL/F/ES THE MAPS ACCURACY AND COMPLETENESS TO
5 =. ° �,°.._.., 094 1 �
(425) 885-7877
THAT EXTENT.
�yG�
6 : ', NT00 L�
CONTACT ROBERT D. WEST, P.L.S. - SURVEYOR
312305'
:::'• PN iNN'R
:Y..:.•�.Y.: ;��:;'
SHERI H. MURA TA, P.E. - ENGINEER
2. THIS SURVEY REPRESENTS V/S/BLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON ✓UNE 28,
_ HER
2023. ALL SURVEY CONTROL INDICATED AS FOUND WAS RECOI/ERED FOR THIS PROJECT IN
8
1 1
9
DECEMBER, 2018.
° 1 1
11
SITE I YFOR/Y A T/O/ Y
3. PROPERTY AREA = 26,294f SQUARE FEET (0.6036-1 ACRES
12 ....
PARCEL NO. 3123059069
4. CONTOUR INTERVAL = 2 FEET.
i R P
SET RESAA W/ CAP
SiAMPE° '�RE "555"
ADDRESS.- 4512 TALBOT RD
5. ELEVATION AND/OR CONTOUR /NFORMAT/ON SHOWN HEREON /S GENERATED FROM DIRECT
J
PROPERTY AREA: 26,294 SF 0.60 AC
( )
FIELD OBSERVAT/ON. SAID /NFORUAT/ON MEETS US NATIONAL MAPPING STANDARDS AND /S
T NAIL W/ WASHEA
�� �� 14616
ACCURATE TO WITHIN ONE-HALF THE CONTOUR INTERVAL.
'RNPED C°AS5l�- NNL�WAAIER
3123R�N�ON LLL 51MPE° °°AE^�5' -
EX/STING ZONING- CO
6. BOUNDARY /NFORMAT/ON SHOWN HEREON /S FROM PLAT OF ONE VALLEY PLACE, RECORDED
THE UY
SEISMIC DESIGN CATEGORY D2
/N VOLUME 125, PAGE 10, KING COUNTY, WASHINGTON, AND MAP NUMBER 301-13
WEF
SPR/NGBROOK ROAD, RECORDED IN COUNCIL'S RECORD VOLUME 23, PAGE 1626. TOPOGRAPHIC
STRUCTURAL DESIGN CRITERIA: 2015 /BC CH. 1609, ASCE 7-10 CH. 26-30
INFORMATION SHOWN HEREON /S RELATED TO THE BOUNDARY BY DIRECT FIELD OBSERVATION
FROM CONTROLLING UONUMENTATION.
IBC DESIGNATION OF OCCUPANCY GROUP. GROUP B
7. THIS /S A COMBINED FIELD TRAVERSE AND GNSS SURVEY. A THREE SECOND COMBINED
ELECTRONIC TOTAL STATION AND GNSS UNIT WITH WSRN CORRECTIONS WERE USED TO
MEASURE THE ANGULAR AND DISTANCE REZATIONSH/PS BETWEEN THE CONTROLLING
DATUM
MONUUENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE
SPECIFIED /N HA 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE
NA VD88
MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS.
8. UTILITIES OTHER THAN THOSE SHOWNMA Y EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH
OR/G/NA TING BEI VCHMAR`(
EVIDENCE OF THEIR INSTALLATION V/S/BLE AT GROUND SURFACE OR AS MARKED BY 811 OR
OTHER UTILITY LOCATING PROVIDERS ARE SHOWN HEREON. UNDERGROUND UTILITY
FOUND MONUMENT /N TAL80T RD S SHOWN HEREON. RENT1227 EL: 154. 74
L OCA TONS SHOWN ARE APPROX/MA TE ONL Y. UNDERGROUND CONNECTIONS ARE SHOWN AS C
STRAIGHT LINES BETWEEN SURFACE EVIDENCE OF UTILITY LOCATIONS BUT MAY CONTAIN
BENDS OR CURIES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY
HAVE- BEEN TAKEN FROM PUBLIC RECORDS. CLIENT UNDERSTANDS THAT CORE DESIGN
BASIS OF BEARINGS
ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR PAINTED UTILITY
LOCATIONS.
N050823NE BETWEEN CITY OF RENTON MONUMENTS RENT 1227 AND
RENT 1229
gIDEKO�j�,
•'pF -
:hP e49
�.
o�•, 41846
e-
�OA- G/STE?� ••
FSS�ONAL EN�'\�
z-zo-z�
6FtisoN
V
LO
>
J
S 36
¢
ST �P
174>j{ ST
S3 L
Z� PL w
�o
6�
Z
O N
¢
0
SW 41S ST
� o
v"'i
SE CARR RD
s1
S/T
S 45TH PL
JP
S 47TH ST
S 48TH ST o oA
m
S 187TH ST
n
S 51ST ST
Q
¢
FE
S 190TH ST
o
z
S 53RD PL
S 192ND ST
S 192ND ST SE 192ND ST o
0
VICINITYMAP
1 " = 2, 000'f
PROJECT NO. 18242
CIVIL ENGINEERING
com LANDSCAPE ARCHITECTURE
PLANNING
�zm� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-42640 7
RECORD DRA.WING
SURVEYED: ROW SCALE: VERTICAL,NAw 1988 DATE:
IAN
HORIZONTAL: NAD 19Ti3/1991 .
DESIGNED: SHY � - � C T Y OF TITLE SHEET/HORIZONTAL AND FIELDBOOK: 2022
DRAWN: SES RENTON ONE INDATU M VERTICAL CONTROL SHEET DRAWING NO:
CH
CHECKED: SHY AT FULL SCALE Planning/Building/Public Works Dept. Cl 01
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SHY SCALE ACCORDINGLY SHEET: ' OF, 10
I*
0