HomeMy WebLinkAboutS-382420N
00
C'7
O
1
N
1
CL
i
i
Z
2
U
J
W
J
J
O
Z
cr
SEE SHEET S-5
I`o - ¢ SS`" ��n-ul% uvu ur rint NYUHANI
m� II I E xo C ro w 10 S AT THE NORTHWEST CORNER OF S I
m w N m N N O C w tO 9TH AVE AND GRANT AVE S
00FOZ INm
m ` P r va EOr1 816 S 9TH ST ELEVATION=349.39'
II PARCEL: 811 S 9TH ST ���� ti^N <�m�a;ao 329470-0111 I 30'-
BpW I a > c�M �wE-zwazF SSMH PARCEL:
IIIH ^ cMLLI <��or j RIM:317.11 329470-0160
W ^ ^ LU00 0 w M 8" PVC (E, w) 2"DEC
V)ZW mw m mxmBEw 6"VCP (N) o ASPH
COC: 308.81 DRIVE
GAS dS \\ �H0
84"CON
o' o ILa P HEDGE GRAVEL ° 1_ l^JI
� m 0 0 DRIVE RAss GRASS �� j i
RAss P 20"DEC GRASSOHP H G S OHP
S TV
° - 'W P - OHc CO #3 M
ozmm 4"W P
ZO NO
P: 0) - � - o w 4 W(P w w w
�pnM �� - - -M _ _ O N N O Cn 4.
ZdNc�N88'35'48"W 319.70' o - u -M SMH
�M 14"DEC Np o RIM=3 7.35 - - u
i
�zW - - S 9TH (12"GONG N & E) ASPHALT
q\� STREE
zo c 1AR� I GA ° conic G ASPH GAS GAS GAS AS
AIL 014"CG)
,�', -0RIVEa RIDGE EL G R
+ a ®WM RAss AIL
"NO DUPING" p A ; 12 PSD ASPH �8"C N %`y LSCAPE
SEWER C.O.c DRIVE _
�< N175202.2 a a oRlvEo GRASS SEWER C.O. SEWER
E 1302389.5 ASPH SEWER C.O. N 175197.2 - N 175198.7
0 I RIM �301.28 DRIVE N 175195.8 26" ON
° B R I E=299.5e(a"cONC N) °�A cB TYPE 1 E1302466.3 E\02486.1 j1302525.1 i
COC=299.38 RIM+310.91 CB TYPE 1 CB TYPE
a EAVE RIM+312.99 RIM=327.36 1 ON
EA IE 310.01 (4" CONC S) IE:310.99 (12" NC E
° CB TYPE 1 ELM: 309.01 ) IE=32- 06(12"GONG NE 0" "NO THR
a IE:31( 9 4" A S "
RIM: 308.29 IE: 310.49 (10 \ TRAFFIC"
EAVE 0.C NC IE=321. (12CONC SW)
Q 3 I IE: 306.49 (12" CONC E BTM: 309.89 BOT=321.66//j�l
FIE:306.44 (12" CONC W)
En - BTM: 306.19
o Q Q
1307 S 9TH ST / /�/ 903 GRANT AVE S
u o PARCEL: INSTALL NEW SIDE 329PARCEL:
46Of I N
2 w b a 329470-0120 SEWER STUB PER 1313ST
PARCEL:cN
INSTALL NEW SIDE 30 o �/a K' STANDARD PLAN 407" 329470-0150 �_
-
I ° SEWER STUB PER
I a INTERCEPT EXISTING SIDE STANDARD PLAN 407.
REPLACE EXISTING SIDE I
° °' Sss(R) SEWER PER DETAIL AS SEWER AND CONNECT TO
a I
SHOWN ON DRAWING S-15, NEW SEWER MAIN PER
a DETAIL AS SHOWN ON
DRAWING S-15.
CO #3 .
340.........................
......................................................................:..N.1�34 89..175236.1..................................
E '"� % 1362526.4
NEW C.O.
RIM = 327:14- 327.50
330.........................
............................................................:...........JE 8 W = 3i9;84 321.35...:..... ......................
EX SSMH
N 175237.23
MH #24 E 1302453.82
......................320................N.,7,52II'-34-475242.46................................... IE C°C = 308:81............. .................... ..............................
E +392304.39
1302304.24 PROPOSED 0%
NEW 54":SHALLOW MH 12" STORM J�D/� 18'
RIM = 30,464-- 302.75 A° ABOVE SEWER 0 n P
310......:......... .1E 8"./a/. c: 296 296"28 ..1..:..1..... IS CING Ro ...:6�FOF
"
$.................. ............................... ............6ie 8" Ez.53 296.43 VC@9s3*7.770 gi
N
LFOFSP
59. 6�
PROPOSED 12"444
......... :......... :.300..... :......... ..... O..STORM ... .....:........................................................................................................
EX a" C�P� SEER REMOVE EX. 6" VCP SEWER AS NECESSARY TO
ALLOW INSTALLATION OF NEW 8" PVC SEWER.,
290.....................................................................................................................................................
PLUG END OF EXISTING 6" VCP SEWER.
• EXISTING UTILITIES ARE SHOWN FOR
ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL LOCATE
1-800-424-5555 UTILITIESIELD A MINIMUM OpF 72XISTING HOURS
Know what's below. PRIOR TO CONSTRUCTION.
� Call before you dig. J
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON. NO.
SEWER NOTES:
1. RECONNECT ALL ACTIVE SIDE SEWERS TO NEW SEWER
PER RESPECTIVE DETAILS SHOWN ON SHEET S-14.
* ALL SIDE SEWERS SHOWN IN THEIR AS -BUILT LOCATIONS.
EXTEND SEWER MAIN FROM EX. MH TO NEW CO#3 & ADD SIDE SEWERS JDH 2/19/18 suRVEYED: SCALE: URUL
�"AL HAD 19 RENTON HILL UTILITY REPLACEMENT
HORIZONTAL NAD 7993/1997 � APR 2017
DESIGNED:JDH 1 ��=2BRH 0� �'• aL CITY 0 F
DRAINN:RENTON
JDH SANITARY SEWER
IIONE INCH DATUM DRAWING N0:
CHECKED: AT FUI LL $__ I Planning/Building/Public Works Dept. S-14
JDH, MAB IF NOT ONE INCH P
REVISION BY DATE APPR APR )MC SrI1E ACCORDINGLY S 9TH ST I
SHEET: OF:
65 89
ISI-10131812F4T