HomeMy WebLinkAboutS-219802IF. H, , w� A PORTION OF THE SW-1 /4 OF SECTION 17, TOWNSHIP 23N., RANGE 5E., W.M.
/ 20LF 6 "0 PVC
II I SSMH `# 1 - 54" SHALLOW MH SS SERVICE STUB
EX CB TYPE 1 II I STA: +04.26, 5. O' LT.
RIM EL. = 326.14 II / 25 CAPPED AND MARKED I
RIM EL. = 330.
I.E. = 320.94 !N, OUT I II I I /
PER SIDE SEWER DETAIL
ILD OVER EX Pl}'E ti SHT I OF 2
RIM ELM= 327.22 II AINTAIN EX. SE �� EX. HOUSE
I.E. = 317.20 I �I- I I SERVICE SSMH. , �2 54" ALLOW MH,
L I W/ SOLID L0 _C141� LID 7 STA: L. 34 5.00 LT.
FF = 343.75 I
� HIM EL. � 343.50 11
$ II I I ? I I WOOD I.E. = 33B. 18 `V
FENCE i W W/ SOLID VOCKING Ll�
CONC. BLOCK RETAIVING WALL \� A7/ U ��
FENCE I II hi I GA''� � Nv: BACKFILLED P`
II T W RESTORE WALL TO P ESENT CONDITION
k ! 7• AFTER SEWER C N RUCTION & BACKFILL U
S I� T UTILI POLE i ry O g
FND 1/2" REBAR / B.BB — 4 `
X36 W c 33 /i ..�3 / — 343.12 / CONC. HEDGE
PAD FND 1/2' REBAR
ORNAMENTAL I I / NE PROP. COR.
TREES 0-1-00
53 II - 2 LF "� PVC SS S 6.0� __�,/ 6
I - � _47-±_00 ham— 348 - -f 2+00 — — 4L - -3 3+40.08 k
7�_— DRTf/EWWA�' — — �k�
- J�
332 It t� t1w� ® __ j 20� F "O PVC y/ - __ - - - - -- /Z
332
I I I f o1L - - - - -- _---- - -S_SJ S RVICE STUB - - - -- �� //
u n = OX IN __
-G ED1 A MAPkff.
b // / -��
52
334 PER SIDE SEWER DETA _ J
SST I1OF 2
r
III I N Q I I / EX. CB TYPE l 344 -- \ \\ 5���
_o RIM = 329.51 \ 3�
336 III z z I % / 1.E1328.11 ��-- f HOUSE UNDER
a ` I , LOT 39 CONSTRUCTION
EX CB RIM E 34P3.87 I II a II��
I.E. = 342.47 12" — IN, W. 33
I.E. = 341.92 - 6" OUT NE. kI I �/ 0+00 1+00 2 +00
............... ............................
II x
SCALE- 1 20'
BENCHMARK: CITY OF RENTON # 258
LEAD AND TACK AT THE INTERSECTION
OF THE BACK OF WALKS AT THE SW.
CORNER OF BEACON AVE. S. AND HIGH
A VE. S. ELEV. = 355.40
3+00
................... ............................... 350
340I II I I I / PROPOSED BACKFILL BEHIND F ``
EX. BLOCK # ;1 54" SHALLOW.. MH EX. PROFILE OVER MAINTAIN MIN.
4L.COVER..........
\ •. / /i SSMH :...PROPOSED...SS--PIPE ...........
EX. CS — TYPE I �I �i STA: O+D4.26; S:OD LT OVER SEWER PIPE_
RIM EL = 344.24 II / RIM EL 330.25
I.E. = 9.74 12" — IN. 342 _ EX. PROFILE CENTERLINE
I. E. 339.74 — 12 OUT E. k6i/ Is E. = 323.24 OF 20' EASEMENT
II II 5/ BUILD OVER EX .-w PIPE �. _ 340
%X. ; EX. CONC, . r.. ..... _.� CB TY I i // 340 i1r1AfN�AIA EX SEiUER BLOCK :WALL
Rl EL. = 345.74 344 SERVICE
/ W ' SOLID LOCKING LID :
LE 341.24 92�OUT / /
- ... ... .. ... . .... .....
/ .. ...s....... ............. .............. �.....
i
is
WASTEWATER lJTTy
EX. SSMH 6 O
//
RIM EC. = 34 97 / —
II II '
I. E. 333.17 T T
/ — — ............................... _ ........ ss _....... _...... 330
330 E..sro2 74 F a' 0 _.... SSMH # 2 54" SHALLOW MH
w w w STA: 2+55.56, 5:00' LT.
��•'9 \ II III / / �
RIM EL. 343. SD ...............
................:. .......... .. ........... ............................... .. _ .. l: L:...._....338:.1.8.. ..
... .. Sm24198
o II III E. WA326.41 SOLID:: LOCKING LID
Wj�
EX 8 "323.57E INCASE SEWER WITH 12" CONCRETE CLASS "C" FL
y I I
I.E. EXTEND 10' DITHER SIDL- OF CROSSING 1a-
32
Q ................... ............ANC / INSTALL :2....ELA-STOME -RIC- OR'--ETHAFOAM -PAD ......................... 320
BETWEEN WATERMAIN AND CONCRETE. w $
O: N: O: h: N: N� co: 0). cp: o>� C I�: �: N: r�
• N: n: raj: raj �' �: Vim: �: V`�iEXGROUND ELEVATIONSo..
// DATUM ELEV r7_ n r7 �: ro: �: �: �: "): �: "�: "�: "): �: to: r). �: EASEMENT CENTER S meat
315.0 M ry b ro cp ro o o N N EX GROUND ELEVATIONS %zz /se
N � � PROPOSED PIPE CTR.
M M M rn n M M
0 +00 1 +00 2 +00
,PROFILE CENTERLINE OF EASEMENT
WWP- 271/98
3+00
d
b�
4z N
si -1
°x N
Os0
L
a d gi I I i I d I i A I I I i I I I I I IA I I I I i AI
20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 I R 0 0 X 6 7 8 9 10 11 12 13 14 15 16 17 18 19
R 46