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EQUATION
15_17�09- Sr- 31
_44
\ I�°° �� c S.S.M.H. No. 9 48"
-94.14 OFF -SITE SAN. SEWER = l4k STA. 5+32.14
8-60.66 BEACON AVE- S RIM EL.= 3.i?6.0:5�
\ �� \ \ I.E. 8"(SF)= 1A.1
\ \ I \ . C t.,44#,(/A/-:r
P' R'
I STA. 6, 38'RT. BEACON AVE]
6'�
�I�� ' I _ \I DTI / �:�,Z�J� _- /
S.S.M.H. No. 10- 48" 6, t
STA. 4+56.24 0
RIM EL.=323.91
'(NE)= IAI --A 41AI 1. E. 8'
I E - 8 " (5) oel7'
TA. 6+17.34, 4,78'RT. - GRANT ST. 0.
371 TA. 8+60.66, 381T. - BEACON AVE
r x`._� \ / F'� �(� �ro� /
STA.
LD&TK @ INTX. 7TH & BEACON rN "5"'z
AVE. 0*00 - BEACON AVE. tp
\FRwv vym I TI, l jI \Ji T`�11I \SGAil
-. �'��_�• ,�/ ff�,
c,
48" ut
S.S.M.H. No. 12 'q� 0/%
STA. 2+16.42 5'
RIM EL.=316-/57\ \ I� \°° \\ ie ca 6 -- / /
I.E. 6"(N)=302.75 (EXIST.) FH
SEATTLE WATER DEPT. �j 0 10 td
\10
I.E. 6-(S)=302.72 (REMOVE EXIST.) 0
CATHODIC TEST STATION
o
I.E. 6"(E)=302.88 (REMOVE EXIST.) = I + \ I �� \ r'�. / / /� �G
1. E. 6"(E)=309.30 - DROP (REMOVE EXIST-) M \ \ v�l \ I /(p Ali
I.E. 8"(E)= IAI /�44f-m/) 04
I.E. 8" (S) = Ovr J.v,_-IAI)
0
DIY \ \
(3 D33
/67,_ jrrA4VA-,A1.r 3672.&11 z
0 >
S. S. M. H. No. 8 48"
+
* : STA_ 6+43.04
00
REMOVE & REPLACE EX. SSMH '--)SMH (BRiCz 5�7"-v 9/-go II \RIM EL.= 328. ZI
RIM 316.2C TvP \ \ WITH NEW 48 M.H. I.E. 8-(NE)= IAI
le 9 =-
"(N) 302,75 W) = a el
I E 5= 7-
-4- STA. 7-48.15, 38'R'T. -BEACON IE 6"( =302.72
06II C8 5
IE 6" )=302-88
(�.EX. 6"ss N88'37:�7W 3+00 ssMHl
�::-Ex 6 SS
�I \
w
IE (E,)= 309. 30(DROP) L_T__ Il - \ \� \ �I (iD
TE y 10' ASPH_ALL
154�8' 8" PVC @ _<>7"" R I M 3
1, E 320.14
4" XE
C�\ :\
W)
00
�C.tilo [/EIS \ \ \ , I X ��
6 "love - 7-0 p
O_......................:::...:::.1::'> I � � C�r.s�.Pvic�-S: REMOVE & REPLACE EX. SSMH \\\ I I ��I cy���/
NOTE: WITH NEW 48" M, H.
LLJ
32
L REPAVE ALLEY UPON
COMPLETION OF \ ° \ �I� \ ( ti� %
SEWER INSTALLATION
L L 1XI
-wm 11 I
>
< (�3:3:5)
NOTE: S.S.M.H. No. .11- 48" �,�j -�o�, o\\ \ I I � I � �
RESTORE ALLEY UPON
STA. 3+71.19
COMPLETION OF \Ai
RIM EL.=325.Z-f\\ I I I ` 3.
SEWER INSTALLATION
I.E. 4"(SE)- (EXIST.)= 320.14
I.E. 6"(S)-(EXIST.)=320.14 �,��;� \ I�fI ,. �\ I \L.::}°�`'�\.
6-(W)-(REMOVE EXIST.) �� \F`\� `� I I I�\�I�I I �9�
I.E. 8-(N)= IAI IAI---w) .41
lop
\ \ �1 \ \\
§ 5+32.85, 4.78'RT. GRANT ST
NOTE, MON @ INTX. 7TH GRANT ST. x
0+00 GRANT ST.
� \ �I I I I �, I
I \ ui
o
NOTE�� \. \ \I'11 �I:
-
325 00 LOCATION OF SIDE SEWERS ARE
UNKNOWN.
KNOWN, LOCATIONS TO BE ASCERTAINED
IN THE FIELD BY CONTRACTOR. ALL EXISTING � �\ 6� �: I I\ I I �I I � �
CONC SIDE SEWERS MUST BE CONNECTED TO NEW ��, \ \ I j ��\
PAD SANITARY SEWER LINE\ \ \ ��
-
Aoc"-BUILT CERTIFiCATE
---- \ ;�
HEREBY CERkrFY 'r,-:4, "',E F*LLUW40 CHECKED rmw ANODE
CABLE
"140INN HEREr* OF - 4W SURWY
PERFORMED F 41C, UNDER MY 00612TOK
'I X
TO IM STORM DRNW,'--E SAWTARY SEWER WATER Sysm
/ 3' 6 2
(N 3C 6'3 0 6" 30
E 30
\. \\\ �� l I: I I i l \\
0 HORZ. LOCATI-JN LOGATCH r- AM LOCATKW
OVERT. LOCATIION MVERT. LOCATM
DIAW. WCATM
0 OTHER
VW PE ANODE
'ER CABLE PP
RIM=293.90
IE 8"(N)=28&14
IE 8"(S)=28&15 .. . .... ...
IE 8"(E)=288,29
C'v
co SSMH (BRI(;�<)
0 C� REMOVE & REPLACE EX. SSMH
co R DATUM: U.S.C_& G.S.
CIV WITH NEW 48" M.H.
=300.26 IE
S)=300.55 BENCHMARK: IE CITY OF RENTON
"(W)=30&23
CHISELED SQUARE AT BACK OF WALK
8"SJA
-8-ISS
N.W. CORNER SOUTH 7th ST. & HIGH
ELEVATION 357.87
FGARAGE S. S. M. H. No. 13- 48"
00 GARAGE STA_ 0+00 RECOMMENDED
FOR APPOVAL
RIM EL, = 317,27
LE. 6"(S)=300.55 (EXIST-)
I.E. 6"(N)=300.26 (REMOVE EXIST-)
I.E. 8-(W)= our (EXIST.) WA'�rr_-VJAT6A FEt4(qt
I.E. 8 " (N) = IAI IF 9 eAll-VIVAI PP,9Z
soma \\� \l L : L \\i x00
r . ;714
GRAPHIC SCALE \ \\ ��I 1 ! \ �f
sr-41
20 0 10 20 40
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