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REVISIONS
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STA. 29 +95.37, 5.00 L I (� I I MIN. (TYP.) I� (
I NACORTES PL N.E.) 31A. l b +20.2.1, 13.9E L I I S IA. 18 r U!. f, 7. L\ L
1 I I NACORTLS PL N.E.) 1 ? -8 "TEE FL I I 1 " WATER METER I :3> r VFRTON AVE. N.E. I I 8 EMERTON A�i/E. NEE . .
I SMH No. 1 I () I I I
I I I I IM = 394.48 _ 1 /CONC. BLKG. I I (TYP. SEE NOTE) AVC)VE EXISTING 8" PLUG I I EX. SSMH No. t�
I I I I _ 8" GATE VALVES (FLxM) ( AIIvf) JOIN EXISTII�rG RIM = 398.7E
WITH ( 1
i iE 8 (OU T) E- 384.33 I I I I .' .. .. \ F
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1 PAD = 395.0 ( I PAD = 395.5 I IE 8 (IN) NE = 384.43 1 I 26* 1 1 2 %' 1 1 lt8 BLIND FLANGE W12 I 1 I IL 8' (iN)' N -i19.
I ( I PAD = 397.0 I I PAD = 397.0 ( TRIP „AND PLUG
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i P R C. O. R. STD. D TL. 8095 PAD '1
1 I 1 ( PAD = 396.0 1 I 1 I I SEE CONNECTION DETAIL 1, 1 S EE fi C338
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I I I I _ 8" GATE VALVES (FLxM) ( AIIvf) JOIN EXISTII�rG RIM = 398.7E
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1 1 ( I 1 I I 1 2 TEMP BLOW -OFF AS51 Y 290 I \
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i P R C. O. R. STD. D TL. 8095 PAD '1
1 I 1 ( PAD = 396.0 1 I 1 I I SEE CONNECTION DETAIL 1, 1 S EE fi C338
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* LOTS 24 -29 AND LOTS 32--34 REQUIRE
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SEWER.
20 0 10 20 40
GRAPHIC SCALE
SCALE: 1' = 20
KEY MAP
SCALE : I" = 200'
3
410 VERTICAL DATUM
CITY OF REN TON, N A VD 88 CONTOUR INTERVAL = 2'
BE& MAW
405 BASE:
KING COUNTY POINT # RENT 1852:
FOUND PUNCH IN 3 "' KING COUNTY SURFACE BRASS DISC AT THE STREET
INTERSECTON OF NE 4TH STREET AND 148TH AVE. SE MARKING THE
NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M.
ELEVATION= 454.78 FEET.
400
SI TE-
SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE.
ELEVATION= 407.96 FEET.
395 BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS
APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC,
AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE,
MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH,
RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN
DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO
BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH
THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID
W5 SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
NOTE -
3W ALL WA TER ME TER'S TO BE 1 "
FR 2�2
RECOMMENDED
FOR APPROVAL
BY_
BY:
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2007
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BE& MAW
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NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M.
ELEVATION= 454.78 FEET.
400
SI TE-
SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE.
ELEVATION= 407.96 FEET.
395 BASIS OF BEARING
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LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS
APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC,
AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE,
MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH,
RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN
DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO
BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH
THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID
W5 SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
NOTE -
3W ALL WA TER ME TER'S TO BE 1 "
FR 2�2
RECOMMENDED
FOR APPROVAL
BY_
BY:
O
J .l1w � Gam.
�A L E
I L 3j05
[EXPIRES MAY 6,
2007
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PROJECT NO.: 02054
DRAWN BY: Jac
ISSUE DATE: 03 -07-05
SHEET REV.: 06 -13 -06
N.E. 2ND LN
ETA. X2.81 TO
STA. 13 +30.00
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N.E. 2ND LN
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STA. 13 +30.00
SANTARY
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PLAN AND
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