HomeMy WebLinkAboutS-324603REVISIONS
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159 P 23 Nag N MATCH LINE SEE C26 Ey
�rrrrrrrrrrrr�rr�rr rrir r rr�rr�rrrrrrrrrw�w�rr
° �r�rrrrr•rrrrrrrlrr r,
PAD = 402.0 I I �` i 1 5 I
lo �- i I PAD = 401.0
AD
-------- - - - - -- - o --
INV
395.0 I _ F--- �-- ._------ _---- . - - --, I I I 1
10 - I
57 .4 1 I 1
PAD = 401.0 "~ =
I � o
- x I INV. PAD = 400.0 1 1 1 1 1
I 394.0
I I
6 PVC I STA. 18 +52.66 3.813 R 1
_L r - ( SSMH No. 6 1 1 I I 1
S= 0.0200 � �
MIN. (TYP.) - I RIM = 399.19 I I PAD = 398.01 1 1 1
IE 8" (OUT) SW = 1391.09 I 1 I 1 1
r I IE 8" (IN) E= 391.19 I 1 1 1
le f!" 4IAI,) _l W s .391.19 1 I I 1
IN V. = I LOT 12 I I 1
394.0
11 ( I 'l, .012 - STA. 17 +96.15, 5.3 L I I 1 WATER METER
NOTE) 54
PAD - 400.0 - - - SSMH No. 5 I (TYP. SEE NO )
I ox - I _ RIM = 398.03 I I I ( I PAD = 39 7. 01
�56 ,. I 1
1 PAD = 399.0 IE 8 (OUT) S = 3b9.93 I 11N V. =
r IE 8" (IN) NE - 39b. 03 1 I 1
,. _ I 1391.0 1
I f _ IE 6 IN NW 390.03
I LOT 15 _I INV. = I I
L_jj 11
1
1392.0 i 1
\\ s \ ,\ - - INV. - 6 PVC
STA. 18 +55.69, 12.85' 393.0 5= 0.0200
1-800 45' BEND (MJ) \ MI TYP.
W/CONC. BLKG. _ _ ' ° r ° • °
r • tz3.
41 LF 8" O.I.P. 12 - INV
- - - - 182LF " D. P. � W1-11 TMAN PL N.E. z
PAD = 399.0 393.0 \ r \
STA. 18 +21.40, 2.49 L • I 15 LF 8 PVC 1
1-8" 45 • BEND (MJ) \ o rn
x + �t
-IW /GONG. BLKG_ , _ _ - � � .. .i � ` S 0.0181 7.87' R � ' o"c�`
-- •_ -�� END
CURVE
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1 WA TER METER 1
(TYP. SEE NO TE) I 7 1 0
IN 13 392.0 I -- �-�. 393.0 I INV. _ � INV. - 1
PAD = 399.0 - ( ---_! I 1 391.0 l 39 1
392.0 I I F391.0 I 11 1 I F 1
STA. 18+17.47,-
52.31' L 26LF 6" PVC I I I �% I I I �$ I I 1 1
6 CO No. 2 I l_ I 1
RIM = 397.60 l I I I SSSL S= 0.0240 I � PAD = 397.0 I � i PAD = 397.0 I I P40 = 396.0 1
IE 6' = 391.73 I I _ I 32LF 6" PVC 1 I I
_- ------ --- -- - - -J 1 SSSL S= 0.0240 1 I �6 I
I PAD '= 398.0 1
_ 1 I S) A. 18+17.15, 20.31 '
14 INV = I 15 ( RM = 398.60 I
392.5 I PAD = 399.0 ( ..
PAD = 398.5 I I 1 1 6= 390.96
SCALE HORIZONTAL 1' s 20
VERTICAL 1' = 5'
STA.�� 18 +55.69, 12. 5�' L \
1-8 45 BEND ( M
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\\ Q 1--8 45 BEND (MJ) + Z V to
N N PRISM TO FINISHED GRADE
\ 1 \ W/CONC. BLKG. -~ ®� ± ® � ° BEFORE EXCA VA TION FOR
, n 4 00 _ INSTALLATION OF WATER LINE
EXISTING � z III
GRADE � -- STA. , 16 +80.45,
FINISHED 7.87 R
- - _ GRADE
END CURVE
6" CLEAR -
247LF 8" D.I.P. i ,
(MIN.)
' 36" MIN. 6" CLEA
COVER (MIN.)
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No. 6
SSMH No. 5
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RIM = 399.19
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(OUT) SW = 391.09
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(IN ) E = 391.19
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PROPOSED FINISHED
CENTERLINE ELEVATION
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(IN) NIN 391.19
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AD
-------- - - - - -- - o --
INV
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10 - I
57 .4 1 I 1
PAD = 401.0 "~ =
I � o
- x I INV. PAD = 400.0 1 1 1 1 1
I 394.0
I I
6 PVC I STA. 18 +52.66 3.813 R 1
_L r - ( SSMH No. 6 1 1 I I 1
S= 0.0200 � �
MIN. (TYP.) - I RIM = 399.19 I I PAD = 398.01 1 1 1
IE 8" (OUT) SW = 1391.09 I 1 I 1 1
r I IE 8" (IN) E= 391.19 I 1 1 1
le f!" 4IAI,) _l W s .391.19 1 I I 1
IN V. = I LOT 12 I I 1
394.0
11 ( I 'l, .012 - STA. 17 +96.15, 5.3 L I I 1 WATER METER
NOTE) 54
PAD - 400.0 - - - SSMH No. 5 I (TYP. SEE NO )
I ox - I _ RIM = 398.03 I I I ( I PAD = 39 7. 01
�56 ,. I 1
1 PAD = 399.0 IE 8 (OUT) S = 3b9.93 I 11N V. =
r IE 8" (IN) NE - 39b. 03 1 I 1
,. _ I 1391.0 1
I f _ IE 6 IN NW 390.03
I LOT 15 _I INV. = I I
L_jj 11
1
1392.0 i 1
\\ s \ ,\ - - INV. - 6 PVC
STA. 18 +55.69, 12.85' 393.0 5= 0.0200
1-800 45' BEND (MJ) \ MI TYP.
W/CONC. BLKG. _ _ ' ° r ° • °
r • tz3.
41 LF 8" O.I.P. 12 - INV
- - - - 182LF " D. P. � W1-11 TMAN PL N.E. z
PAD = 399.0 393.0 \ r \
STA. 18 +21.40, 2.49 L • I 15 LF 8 PVC 1
1-8" 45 • BEND (MJ) \ o rn
x + �t
-IW /GONG. BLKG_ , _ _ - � � .. .i � ` S 0.0181 7.87' R � ' o"c�`
-- •_ -�� END
CURVE
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1 WA TER METER 1
(TYP. SEE NO TE) I 7 1 0
IN 13 392.0 I -- �-�. 393.0 I INV. _ � INV. - 1
PAD = 399.0 - ( ---_! I 1 391.0 l 39 1
392.0 I I F391.0 I 11 1 I F 1
STA. 18+17.47,-
52.31' L 26LF 6" PVC I I I �% I I I �$ I I 1 1
6 CO No. 2 I l_ I 1
RIM = 397.60 l I I I SSSL S= 0.0240 I � PAD = 397.0 I � i PAD = 397.0 I I P40 = 396.0 1
IE 6' = 391.73 I I _ I 32LF 6" PVC 1 I I
_- ------ --- -- - - -J 1 SSSL S= 0.0240 1 I �6 I
I PAD '= 398.0 1
_ 1 I S) A. 18+17.15, 20.31 '
14 INV = I 15 ( RM = 398.60 I
392.5 I PAD = 399.0 ( ..
PAD = 398.5 I I 1 1 6= 390.96
SCALE HORIZONTAL 1' s 20
VERTICAL 1' = 5'
STA.�� 18 +55.69, 12. 5�' L \
1-8 45 BEND ( M
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\ W CONC. BLKG. \
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\\ Q 1--8 45 BEND (MJ) + Z V to
N N PRISM TO FINISHED GRADE
\ 1 \ W/CONC. BLKG. -~ ®� ± ® � ° BEFORE EXCA VA TION FOR
, n 4 00 _ INSTALLATION OF WATER LINE
EXISTING � z III
GRADE � -- STA. , 16 +80.45,
FINISHED 7.87 R
- - _ GRADE
END CURVE
6" CLEAR -
247LF 8" D.I.P. i ,
(MIN.)
' 36" MIN. 6" CLEA
COVER (MIN.)
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SSMH
No. 6
SSMH No. 5
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RIM = 399.19
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(OUT) SW = 391.09
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PROPOSED FINISHED
CENTERLINE ELEVATION
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VENT 1CAL DATUM
CITY OF RENTON, NAVD 88 CONTOUR INTERVAL 2"
OGI YCWM141'W
BASE:
KING COUNTY POINT # RENT1852:
FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET
INTERSECTION 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.
SITE:
SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE.
ELEVATION= 407.96 FEET.
BAW OF WAFWW
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 I N VERSE OF BOTH
THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID
SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
ALL WATER METER'S TO BE 1 "
FR �2�5 4
RECOMMENDED
FOR APPROVAL
RY:
BY:
c�
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NA L E ` `5`05
EXPIRES. MAY 6. 2007
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PROJECT NO.: 02054
DRAWN BY: JC3C.
ISSUE DATE: 03-07-05
SHEET REV.: 06 -13 -06
PL N.E./
N.E. 2ND CT
STA. 16+50.00 TO
STA. *+50.00
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PROJECT NO.: 02054
DRAWN BY: JC3C.
ISSUE DATE: 03-07-05
SHEET REV.: 06 -13 -06
PL N.E./
N.E. 2ND CT
STA. 16+50.00 TO
STA. *+50.00
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PROJECT NO.: 02054
DRAWN BY: JC3C.
ISSUE DATE: 03-07-05
SHEET REV.: 06 -13 -06
PL N.E./
N.E. 2ND CT
STA. 16+50.00 TO
STA. *+50.00
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