HomeMy WebLinkAboutTED4001783.1SEC J. T WN 23 N., R 5 E. I W. M.
GENERAL CONSTRUCTION NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE CITY OF RENTON STD.
SPECIFICATIONS FOR MUNICIPAL CONSTRUCTION; COPIES ARE AVAILABLE THROUGH THE
CITY OF RENTON PUBLIC WORKS DEPT. CUSTOMER SERVICES DIVISION ON THE FOURTH
FL OOR OF CI TY HALL, 200 MILL A VE. S , RENTON, WA 98055. A SET OF APPRO VED
PLANS SHALL BE KEPT ON SITE AT ALL 77MES DURING CONSTRUCTION.
2. CATCH BASINS SHALL BE APWA TYPE 1, OR TYPE 11 AS N07ED ON THE PLANS
J. STORM PIPE SHALL BE.•
6" 8" PVC ASTM D3034, SDR 35
12" CONCRETE, CLASS C14-2
18" RCP, CLASS C76-N
24" RCP, CLASS C76-I V
4. ROOF DRAIN PIPE SHALL BE PVC OR AN APPROVED EQUAL. ALL ROOF DRAINS
SHALL BE CONNECTED TO THE DRAINAGE SYSTEM.
5. ON -SITE CURB SHALL BE EXTRUDED CEMENT CONCRETE CURB.
6. COMMERCIAL DRIVEWAY SECTIONS AND FRON77NG CURB TO BE 10" THICK CD
7. CONCRETE SIDEWALK NOT /N DRIVEWAY SECTION TO BE 4" THICK BY 5' WIDTH
WITHIN SI7E TO CITY STANDARDS SLOPE 1/4" PER FOOT BACK OF SIDEWALK TO
TOP OF CURB.
8. ALL ELEVATIONS SHOWN ARE TOP OF FINISH PAVEMENT, EXCEPT AS NOTED.
9. ELEVAT70N DATUM, CITY OF RENTON. B.M. EL = 397.52; TOP OF BOLT ON
S. W. CORNER SIGNAL LIGHT WARNING POLE (SIGNAL AHEAD) NORTH SIDE OF
N.E. SUNSET BLVD. EAST OF UNION AVE. N.E.
10. ALL LOCA77ONS OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE, AND /T SHALL
BE THE CONTRACTORS RESPONSIBILITY TO VERIFY 7HE TRUE AND CORRECT
LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE.
11. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STAR77NG CONSTRUCTION.
12. CALL BEFORE YOU DIG 1-800-424-5555
SUNSET PARK AP • RTMENTS
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N.E. 16TH ST PJ�
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SCALE 1 " = 200'
DATUM: K. C. A . S.
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MR. WILLIAM BECH TOLD
18032 STARMONT LANE
HUNTING TON BEACH, CA 92649
(714) 846-2667
LEGAL DESCRIP TION
THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SEC77ON 3, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
PHA SE I
BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 3;
THENCE NORTH 123'12" WEST ALONG THE WEST LINE OF SAID SECTION 3 AND THE CENTER LINE OF COUNTY ROAD,
1312.49 FEET TO A BOLT IN THE CENTER OF SAID ROAD;
THENCE NORTH 89'2422" EAST 132.3 77 FEET TO A PIPE, WHICH IS THE TRUE POINT OF BEGINNING,
THENCE SOUTH 1 '1021 " EAST ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER
OF SAID SECTION 3, 584.56 FEET TO A PIPE ON THE NORTH LINE OF THE RENTON-ISSAQUAH HIGHWAY AS IT EXISTED
BY DEED DATED DUNE 12, 1914, UNDER KING COUNTY RECORDING NO. 941634;
THENCE SOUTH 62 J4'20" WEST ALONG SAID HIGHWAY, 439.52 FEET TO A PIPE;
THENCE NORTH 1.10'21 " WEST PARALLEL WITH THE EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SAID SECTION, 784.12 FEET TO THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER,
THENCE NORTH 89 2422" EAST 394.21 FEET TO THE TRUE POINT OF BEGINNING;
EXCEPT THE EAST 140 FEET THEREOF;
AND EXCEPT THAT PORTION LYING SOUTHERLY OF A LINE DESCRIBED AS FOLLOWS.
BEGINNING AT THE SOUTHWEST CORNER OF THE PROPERTY HEREIN DESCRIBED;
THENCE NORTH 1 '1021 " WEST 435.36 FEET TO THE POINT OF BEGINNING OF SAID LINE;
THENCE_ NORTH 88'49'39" EAST 254.18 FEET AND THE TERMINUS OF SAID LINE.
INDEX
DESCRIP77ON
PHA SE I
SHEET
.COVER SHEET, NOTES
.TEMP. EROSION PLAN
STORM, UTILITIES & GRADING PLAN
STREET IMPROVEMENT PLAN
DETA IL SHEET
SANITARY SEWER PLAN
WATER PLAN
STREET LIGHTING PLAN
PHASE l I STORM, UTILITY & GRADING
PLAN
"AS - BUILT" PLANS WERE PREPARED BY
TOUMA ENGINNERS FROM A FIELD SURVEY,
C I
C 2
C 3
C 3A
C 4
C 5
C 6. 7
C 8, 9
C IO
H
40
Pr �04fU �4
NAL_p
w1p. 40 OR lip 3
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