HomeMy WebLinkAboutS-309203NE 1/4, NE 1/4, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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CURRENT CITY OF RENTON TRENCH
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U (W RIM =306.0 II .E.=299.36 TRACT 223 RIM= 312.98 a
LE.= 303.58 (8', �'
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I.E.= 303.68 (12" E )
S+96 .= 3.48 (12,� W) - - - -- N
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CONNECT 6" SEWER STUB -----------
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p' lE: 299.68 - - -- I.E.= 299;32 4, '
- -3_1_ o� TKO STA 0 +00 CAMAS AVE. NE /
=10 +00 NE 24T11 STI
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9 I - - - - - - - - - - 41' PUBLIC DRAINAGE T I Z I°_ MIN. FFE 302.5' MIN. 1 I MIN'. 4 I MINj S I I MIN. 1 I ZI I
MIN EASEMENT I FFE. 3 MIN. FFE. 301.0 FFE. 300.0 I FF k 300.0'1 l , iv.
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s a I _I 13@ i r1 7 I "? �, ^ FFE 299.0` i FFE: 299.0'
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!CA FFEi 304.0' DRAINAGE w I _n 2b; EASEMENT FOR INGRESS I _ ALDEIR--- -- --- --- - -- - -' I EGRESS AND UTILITIES TO I
VAULT/' �p� I � I 'S� 5' 1� 5' I 5' I I $' I °i $' 1 �
m I BENEFIT LOTS 9 AND 10 I i 1 I 15 Fl�L1. SL`�YER EASEMENT I I I` 7 I LDER j" I, - -- 0 1
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m I w p I:E.= 29.73 I - 1
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1 m MIN. FFE: %303.0' I.E.= 299.40 I %;" I -
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10' SAN. SEWER EASEMENT STA NO'30'47 "E 615.7h' I.
TO BENEFIT LOT 9 CONNECT 6" SEWER STUB - 5' 15' PRIVATE DRAINAGE ESMT. N:/19015933.E _�- }304 - 322..'1-31------ ---- 'h�
CONNECT 6" SEWER STUB I.E. = 298.43 15' CITY OF RENTON SEWER EAS MENT ST 8 +9 -V RT. (24TH ST Z
3ttO 6" PVC SS LINE 2� SLOPE MIN'. TYP) XI T. ENCE TO BE REPLACED STA 00 (SEWER MAIN a 1a
LE.= 299.15 N: 19432.033, E: 130435.871 STA 3+816 1 Y NEW FENCE ON LINE SS MH N0.
STA 4 +20 CONNECT 6" SEWER STUB STA 2 +93.16 CONSTRUCT NEW MH OVER EXIST 12" MAIN 1
SAN. SEWER 15, -8 MH N0. 2 " I.E.= 297.29 CONNECT 6" SEWER STUB RIM= ADJUST RIM TO GRADE I NY
TYPE.$, r, gR37 -54 I.E.= 297.19 TAX PARCEL: 3n '11D( I.E. =i�9&4 (12" E) 2gs.ao 1>.
RIM 3°x•43 TAX PARCEL:
I.E -r,,�^ 8: PVC, , S) aq6 •� 1 N O. 0860
1 E. =s�93 $4 (12 ", W) Z45. oG, 1 _
8 "- PVC, E) 2q8 . q�b TRACT 236
NO. 12 8 0 I! I.E =mss (r �, N I 2`IS.
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2•t 11 I 14 1-1 CONTRACTOR SHALL VERIFY ELEV TIONS � 1 I 4 I N
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STA -2+93. STA i-i93 15 PRIOR TO CONSTRUCTION Z
_ -'Off0 TS 4V _lv F 1580.48' NO'31103 E 4 CONNECT 6" SEWER STUB 1 CONNECT 6" SEWER STUB
FOUND CONC. MON INCASE E. LINE OF HE NE. 114 OF SEC. 5 -23 -5
332.81 '- � 1247.67T 5 I.E.= 296.29 I.E. = 296.19 I P1
FOUND CONC. M0N IN CASE _ _ _ _ x
-_ (BRASS CAP W /PUNCH) (BRASS CAP W /PUNCH) I STA 1 +03.1.6
CITY OF RENTON CONTROL STA 0 +93.16 - - - -I
Lu MONUMENT # 1837 E. 1/4 COR. OF SEC. 5 -23 -5 STA 16 +79.20 1 CONNECT 6" SEWER STUB' CONNECT 6 SEWER STUB
Q ELEV.= 317.22 FEET NAVD88 I.E. = 295.19
p CITY OF RENTON CONTROL
o VISITED 4 -28 -2000 GARDaN OF gDBN MONUMENT 369 I IS-,,3090203
1 I.E.= 295.29 I
ELEV.= T OF FEET NAVD88
PER PLAT OF J.R. GATTEN ADD. 1 "i
DTON NO• VOL. 66, PG. 65 1
m NASyB� 182 3 30'� 3O' NORTH 1 \
A P 1 296
NILLM pD�TOO 1 I SCALE: 1 " = 20' 1 RS - But L- -'
I RECOMMENDED FOR APPROVAL
O.D• 301 L.T' t'�iZ 4=6E.L.D
OUND CONC. MON IN CASE GRAPHIC SCALE
BY
I„70D (ENCE 5
ON vNDr, uNE (BRASS CAP W /PUNCH)
30.01' 20 D 4o ,�SSOG.
671.52" NO'30'47 E NO'30'47 E -4 I I I a
C4Af4o' APB NE l Q 9wlk" 294 BY DA
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OZw R/W 1 inch = 20 ft. BY DA'i'
CITY OF REN'TON
gqV I ✓ BY DATE DEPARTMENT OF PUBLIC WORKS
w �� s STA 10+17.50 t.� 1 ��oF 'ASyF�
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16 SEWER PLAN
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SCALE: 1 " =60' 9 N. N 4734 Z JAEGER ENGINEERING JACQUES PLAT
�C7 9419 South 204th Place DESIGNED: �JJ DATE: 11 %OZ FILE NAME:
Kent, WA. 98031 DRAWN: DBA
NO'30'47 E 615.70' �IONAL Velop QO�v-
VNW o2 _ O Cow STA 8 +91.13 1 U *►7 `` Phone No. (253) t^ ^CC SCALE: 1"=20' FIELD BOOK: PAGE:
/r� EXPIRES: 3 -1 -04 I= No. (2M) 86HI55 CHECKED: p
O �� I I NO. REVISION BY APPR. DATE APPROVED: SHEET: S OF: I(0
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