HomeMy WebLinkAboutS-406501LEGAL DESCRIPTION
LOT 15 OF SKYLAND HEIGHTS NO. 2, AS PER PLAT RECORDED IN VOLUME 60 OF
PLATS, PAGE 2, RECORDS OF KING COUNTY AUDITOR, SITUATE IN THE CITY OF
RENTON, COUNTY OF KING, STATE OF WASHINGTON.
BASIS OF BEARINGS
NOO' 10'08"W BETWEEN FOUND MONUMENTS IN THE CENTERLINE OF MONROE
AVE NE
(NAD 83(2011) WASHINGTON NORTH STATE PLANE COORDINATES PER GPS
OBSERVATIONS)
VERTICAL DATUM & CONTOUR INTERVAL
NAVD 88 PER GPS OBSERVATIONS.
REFERENCES
1. PLAT OF SKYLAND HEIGHTS NO. 1, VOL. 59, PG. 45, RECORDS OF KING
COUNTY, WASHINGTON.
GENERAL NOTES
1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE
REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS
PROPERTY THAT ARE NOT SHOWN HEREON.
2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND LEICA TS16
ROBOTIC TOTAL STATION AND/OR LEICA GS16 GPS RECEIVER.
PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY
WAC 332-130-090.
3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY
MADE IN JUNE 2022 AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITIONS EXISTING AT THAT TIME.
4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND
OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL
LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT
SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE.
LEGEND
❑ COL COLUMN
OACU AC UNIT
DEC DECIDUOUS
MAP MAPLE
SIGN
N GV GAS VALVE
❑ GM GAS METER
11WWM WATER METER
0 YARD LIGHT
❑ EM ELECTRIC METER
❑ TPED TELEPHONE PEDESTAL
O SCO SEWER CLEANOUT
DQ IRRV IRRIGATION VALVE
❑IRRG IRRIGATION BOX
z CB (TYPE-1)
® CB W/SOLID LID (TYPE-1)
PARKING SPACES
ASPHALT SURFACE
° CONCRETE SURFACE
SS SANITARY SEWER LINE
SD STORM DRAINAGE LINE
❑ WOOD FENCE
HAND RAIL
\\\\\\\\\\\\ BUILDING LINE
CONCRETE WALL
NE 1 /4, SW 1 /4, SEC. 09, T. 23 N., R. 5 E., W.M.
(:�TnRA� ICIIA TF-R mnTF-C-
1. CONSTRUCT 10' PERFORATED CONNECTION PIPE PER STD PLAN 263.40..
2. TIGHTLINE ALL DOWN SPOUTS AND CONNECT TO PERFORATED CONNECTION PIPE INLET AS SHOWN.
3. BUILDING FOOTING DRAIN CONNECTION INVERT ELEVATION SHALL BE 387.50 OR HIGHER.
OTHERWISE INSTALL A SEPRATE OUTFALL OR DRYWELL FOR FOOTING DRAIN PER GEO TECHNICAL RECOMMENDATIONS.
4. CONNECT THE OVERFLOW PIPE TO THE EXISTING CATCH BASIN PER CITY OF RENTON REQUIREMENTS.
5. PIPE MATERIAL SHALL BE CPE (CORRUGATED POLYTHETHYLENE TRIPLE WALL) FROM HOUSE TO FIRST CB T - 1; CPE PERFORATED
PIPE FROM 1ST CB T - 1 TO THE 2ND CB T - 1; AND DUCTILE IRON PIPE FROM THE 2ND CB T - 1 TO THE CITY CAST BASIN
6. SEE SHEET 9 FOR RECOMMENDED CONSTRUCTION SEQUENCING.
7. GRADE THE NEW PARKING LOT TO DRAIN TO THE NEW CATCH BASIN.
ROW N O TES:
A. ROADWAY PATCH AND TRENCH RESTORATION SHALL BE PER CITY STD PLAN 110.
B. UNDERGROUND NEW AND EXISTING ONSITE LINES FROM THE EXISTING BUILDING TO THE POINT OF ORIGIN
AT THE PRIMARY / DISTRIBUTION LINES FOR THE UTILITIES.
C. ADJUST EXISTING UTILITIES WHICH MAY CONFLICT WITH PROPOSED ROW IMPROVEMENTS.
D. SIDEWALKS TO BE INSTALLED PER CITY OF RENTON STANDARD DETAIL 102.
E.CURB & GUTTER TO BE INSTALLED PER CITY OF RENTON STANDARD DETAIL 102.
F. NEW DRIVEWAY AND APPROACH TO BE INSTALLED PER CITY OF RENTON DETAIL 104.
N 89'49'52" E 199.28'
CONC
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IE(E)-388.17' 6"PVC IE(E)=388.24' 8"DI
IE(W)=388.30' 6"PVC
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IE(E)=387.06' 12"CPPTO {�
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WOOD GONG �� C 0 O O C C C C C C CC O O° O °° O° 0 0 0 0 0 0 0 0 0 0 0 O O O O ° 0 0 0 C °°° °
STEPS STEP 41 0 0 00 O O O O O O O O 00 O° 0 0 0 O O O O 00 O O O O O O O O
S SD SD SD aS�, 1 "DEC O °o a : I
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d� O O O O O O O O O O O C O 0 O O O O O 0 0 0 0 0 0 0 0 0 0 O O C ° RIM-392.73'
° 7777777 IRRG ❑ ° C v (COULD NOT OPEN)
1 � � 4'oDEC(CL STER BLOCK WALL �
❑ 6"MAP(c U I ER) ❑ ❑ ❑
BLOCK BLOCK
WALL STEPS N 89'49'52" E 199.32'
SEWER & WA TER N 0 TE:
O6" PVC COMMERCIAL SIDE SEWER STUB PER CITY OF RENTON
STD PLAN NO. 406.1. SLOPE ® 1.50%
O2 6" NEW COMMERCIALL SERVICE LINE PER CITY OF RENTON STD PLAN 406.2, SLOPE ® 1.50%
OEXISTING 3/4" WATER METER. REPLACE THE EXISTING WATER METER SIZE
IF REQUIRED BY THE RENTON REGINOAL FIRE AUTHORITY.
O4 NEW WATER SERVICE LINE SIZE AS REQUIRED BY THE RENTON REGINOL FIRE AUTHORITY.
O5 SEWER CLEAN OUT PER CITY OF RENTON STD 406.1.
O6 PACHED TO ROADWAY SHALL BE PER CITY STD PLAN 110.
0FINISH FLOOR ELEVATION SHALL 382.8. NEW 6" SEWER
SERVICE SEWER IE ELEVATION AT BUILDING IS 381.22.
THE OWNER TO VERIFY WITH THE BUILDING PERMIT STAFF IF THIS IS ACCEPTABLE.
RECORD DRAWING INFORMATION BY
BBA LAND SURVEYING, LLC
REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN JUNE OF 2022
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JOB NO. 20441
DRAWN BY: RSN
CHECKED BY: MAB
DATE: 06/ 14/2022
IDRAWING NO:
SE C2
VICINITY MAP
NTS
SHEET: 2 OF 6