HomeMy WebLinkAboutWWP2703366.2REVISED PER C,O,R, REDLINES B,C,S, 1/30/07;
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A PORTION OF THE S.E. 1/4 OF THE NW 1/4 OF SECTION 10, TOWN -SHIP 23 NORTH, RANGE 5 EAST, W.M.
BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID
WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF
00 58'59.35" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 2" BRASS
DISC AT THE CENTER LINE OF 140TH AVENUE SOUTHEAST, AT SOUTHEAST CORNER
OF SITE. THE MONUMENT IS THE CENTER OF SECTION 10, TOWNSHIP 23 NORTH,
RANGE 4 EAST OF TI4E WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF
1983 / 1991 (NAD 83 / 91) GRID COORDINATES WERE FOUND TO BE 183615.363 /
1313987.645 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION
FACTOR OF 0.999981078 AND THE GRID SCALE FACTOR OF 1.000000806 WAS
APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES.
VERTICAL DATUM
NORTH AMERICAN VERTICAL DATUM OF 1988 - NAVD 88 (CITY OF RENTON)
BENCHMARK
BASE:
CITY OF RENTON CONTROL POINT NO. 1907, CHISELED SQUARE AT THE SOUTH
EAST CORNER OF CONCRETE BASE FOR CONCRETE BASE FOR MAILBOXES ON THE
WEST SIDE OF 142ND AVENUE SOUTHEAST, OPPOSITE HOUSE NUMBER 12014.
SI TE:
FOUND 2" BRASS DISK WITH "X", INCASED, IN THE CENTER LINE OF 140TH AVENUE
SOUTHEAST, AT SOUTHEAST CORNER OF SITE.
ELEVATION: 470.35
I
A5-P,UILT Tld►� of C." s10E -
�e i0l � Foe TAx
LOT 143TGe ;Olio
1•E .= 43&- t
STA. 6+37.50, CENTERLINE
v� 6 LF 8" PVC SS 8" PVC CAP o S= 0.0050 -- -.- - -
IE 8" PVC SS=462.78
STA. 6+31.50, CENTERLINE
I i SSMH No. 6
RIM=472.04 �i� 2. 24 �• �.
IE 8" PVC SS (IN) N= 62-7-5•
a`O 4ss \ SSCO No. 1 I I IE 8" PVC SS (OUT) S=,46Ff�
`RIM=465.0t I.
It,, 6 SSSL S=458.00 I I I RIM 471.28 r,- 2.46 PS
18 .� ;i66111
I s 3 I I ' FI
5,101 SF SAWCUT EX. CURB AND GUTTER
I I !.} AND SIDEWALK (TYP.)
4 I H I-� - ----
8,101 SF 40 LF 6 PVC
+L C � I 5+99.04
I I I S=0.0200 MIN ' INV=462.47
INV=463.26
I 18 LF 6 SSSL I , L_- _._ _ _ _ - __._ _ _ , 0.
S=0.0200 MIN w ur�----. -
INV=458.36 - - - -" - - -a o= 4,..
- - i-- _, 0
--`
WCU T EX AC PAVEMENT
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SA
C- t� . I + Iki
(TYP.)
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rn I I I c- E CO I NEW AC PAVEMENT
-0 Wo I I �„ I'. ' PA TCH (TYP.)
465 N
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I I I I
e I 5 ► It
5,200 SF I I co
I I I I I
I I i o
JIE
0+49.19, CENTERLINE I
No. 2
30' Access C Storm
.7� o�
T 9. r Q 4� �.a drainage easement SSCO I i INV-456.83
PVC SS (IN) E=4?3 �'7.5'Z AO' INV=456.43 - - -- _�_ -1
PVC SS (OUT) S=433.01 �•�5 p,�. 20 LF 6" SSSL I
25 LF 6 SSSL S=0.0200 MIN
9 sv6, S=0.098
o
» c� 12' WIDE GRAVEL 2+26.29
I 46 LF 8 PVC SS S= -0074- 0.0'Veso
% l2 o-ire E 431 ss IF I ROAD MIN 6" CSTC INV=453.98
' (;MP W 4:31.54 IF 1 ' 157. MAX. GRADE
- -- - --� PROVIDE MIN. 5' WALL TO WALL SEP.
ll 8 LF 6" SSSL i I I FROM STORM TO SANITARY SEWER
S= 0.0200 MIN i 0+ 10.00 `
INV=432.88 i I INV=432.72 1 STA. 1+70.00, CENTERLINE
= r I i SANITARY SEWER LINE A
STA. 0+00.00, CENTERLINE � � SSMH No. 3
�I 0 i EX. SSMH No. 1 RIM 460.3t '9
f
or=-' `, \ RIM=440.Ot
j IE 8H PVC SS (IN) E8t452.30 �Z• 93 N. lb • �
EX. 8" PVC IE=432.57 i, IE 8 PVC SS (OUT) W=452.20 G}�jZ 21 A.�
IE 8" PVC SS (IN) N=432.67 AP>
1
,1
0
r
1
�P.�`
N. 5+47.21
INV=462.04
40LF6"PVC
S= 0.' 0200 'MIN.'.
t INV=463 00.. ' 'i,
I I W
_ --- i cc
CL i 1 40 LF 6" PVC ( I I is
I S= 0.0200 MIN
i i I INV=462.85 I I 5+ 17.31
�o I I I I INV=461.79
I 6,422 SF
+. �. I .Flow 1.:tne of
L
I> I-,---;' t erAlcal curb
o I C,
I I J`.!! _CATCH BASIN PIM 470.42
12" CONC N 468,38 IE
18 +CONC. S 467.67 IF
'I'vdrant
4" WTR
12" ST STA. 4+40.04, CENTERLINE
�o
SSMH No. 5
3+00 RIM=470.32 ` -70- Cod
" `� 4 0 PVC SS( t� irk' A'B•IE 8" PVC SS (IN) N=461.07
0 0 IE 8" PVC SS (OUT) W=460.97
S=0.0363 0.45 APS ----- - -- A�
STA. 2+90.81, CENTERLINE Site benchmark:
SANITARY SEWER LINE A Center Section 10 t.
SSMH No. 4 Township 23 Northr,
RIM=,463.7f Atal °Pl N•'�.
Range 5 East. W.M.,
I E 6" PVC SSSL (IN) N= 4555.70,45 ),b1 A b f o u n d 2" brass disc
IE 8" PVC SS (IN) E=455.70 4r,� gBq�•with X incased h
IE 8" PVC SS (OUT) W=•455.60,455-Ea Elevation: 470.35
NOTE: �� 6
LOCATIONS OF SEWER LATERALS FOR LOT 1,
2, AND 3 MAY BE ADJUSTED TO LET THE
SAWCUT OF EXISTING CURB AND GUTTER +'
AND SIDEWALK ALONG EXISTING JOINTS. p60I T t
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a Ag9 p9 p69 .fig o a i
4rPI-,.V
AS N1 L
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T N O K � 111
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I 1 Y64 �
5-�36e0 6
20 0 10 20 40
GRAPHIC SCALE
SCALE: 1" = 20"
i•
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