HomeMy WebLinkAboutWTR2703246.1REVISIONS
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SEC. 15, TWP. 23 N., RNG. 5 E., W.M.
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VER77CAL DATUM
PROPOSED ' ii CONTOUR INTERVAL
BENCHMARK
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L - - - - - PROPOSED BASE;
PROPOSED _ --. P� '� .-j I— -- r- PROPOSED --{ I STREEfi LIGHT - POINT # RE
SSMH TYP. - - - r: ROPOSE '' ROPOSE MIL BOX I I PROPOSED KING COUNTY P01 NT1852
( ) " P " P ` , ; ` 1 UNIT 1 I (m°) I� " FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET
��, I I, , 112 ST , AIL BOX 42 I I 12 ST INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE
I �.I 2 UNIT III I �` --- -.-I - ----
_ _ PROPOSED NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M.
PROPOSED 1 57
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ROOF GRAIN (TYP.) ELEVATION= 454.78 FEET.
8" D.I.P. 9 60
— — — PROPO�EDf ,
PROPOSED I ROOF DV?AIN (TYR.) PROPOSED SITE;
CB ( E II) 40 I
J L J43
PROPOSED CB (TYPE 1) SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE.
--- TYP.�
(TYP.) ELEVATION= 407.96 FEET.
i I - -�
15 ST PROPOSED BASIS OF BEARING
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_____ - - - 8"PVC
- - I PROPOSED PROPOSED w �' �- -- - --
I — — — �— 6" SS SIDE I I STREET LIGHT o PROPOSED PROPOSED TRUE NORTH, BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
D 18 I 155 6" SS SIDi I I I 6 SS SIDE LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
SERVICE (TYP. (TYP.) 39 SERVICE (TYP.) CONVERGENCE ANGLE OF 00°1765830.28" COUNTERCLOCKWISE WAS
61 SERVICE (PP.)
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PROPOSED I _ _ I I APPLIED AT A PUNCH MARK IN 3 KING COUNTY SURFACE BRASS DISC,
8" PVC L — — — — — -- - -- --- r �___ _ _— AT THE STREET INTERSECTION OF NE 4TH ST. AN O 148TH AVE SE,
t f PROPOSED MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH,
— 54
— —' — _ — 8" D.LP. RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN
62 PROPOSED — DATUM OF 198311991 (NAD 83/91) GRID COORDINATES WERE FOUND TO
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N E I 19 — WATER METER (TYP.)�I I I SSMH (TYP.) I I I BE 180903,99811316622.321 AT THAT POINT, THE INVERSE OF BOTH THE
2ND PL.z L-- — — —=- — _ L - i PROPOSED SEA LEVEL CORRECTION _ __ — — — `38 _ — L — -- _ WATER METER (TYP.) FACTOR OF 1.00000 187FWA SAPPLIED R OF 9TO9THE GRID COORDINATES FOR
81824 AND THE GRID SCALE
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(PRIVATE - - _ w uDISTANCES.
_ F.H. TYP.) - _ - -' - EXISTING SHOWN GROUND
ROAD) 5S - ---- -- - ",� _ ��- — SSMH
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_ WA TER M TER ( .) 46 . LV
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— — _ LEGEND
A i -PROPOSED I I
PROPOSED`
2 - CELL
DETENTION POND
("WET POND")
SANITARY SEWER MANHOLE
CAP, WATER MAIN
W/TEMPORARY 2" BLOWOFF ASSEMBLY
CB TYPE I W/SOLID LOCKING LID
(� CB TYPE 11
0 CB TYPE 11 W/SnLID LOCKING LID
— —
PROPOSED
EASEMENT
PROPOSED
8" DOWNSPOUT MANIFOLD
PROPOSED
6" DRIVEWAY DRAIN CONNECTION
EXISTING PAVEMENT
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PROPOSED
PAVEMENT
PROPOSED
SIDEWALK
NA L 13�05
EXPIRES: MAY 6, 2007
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PR�N 0.: 02054
DRAWN BY: JG;C
ISSUE DATE: 03-07-05
SHEET REV.: 06-13-05
COMPOSITE
UTILITIY PLAN
02054CU01—006
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