HomeMy WebLinkAboutS-382411c\I
\\807 RPARCEL
(00
Y�AVE S
\\\ 329470-0050
C) 811 RENTOAVE S\ EAVE
PAR CNEL:\�J
(V SSMH(R) 329470-0040 709 RENTON AVE S \�
BURIED 801 RENTON AVE S 329470- 060 705 RPARCEL:ON AVE S
\\\ PARCEL: \ 329470-0072
NO MONUMENT FOUND \\\�\ 329470-0051
CALCULATED 122i 0928 a° EAVE
E:1302293.9905 RIM=302.6 8 S,
\f\\\�
N RTYPE QEAVE EAVE
'O
c> � IE=300.96(8"PVC S) EAVE
-i CON - _ 12"CED < < GARF
�`� DRIV QQ
o � �� 1 2"CON �Y;771 T777- � �_ � 14' CED \
L CONC "NEIGHBORHOOD y/'�'
a
° _ DRIVE.. - -0,�- WATCH"
HP - ° �ut= 77 <�� Q� - >
GONC
i o m U v
/� �A , 0 P d7RIVE'
Z CRW �� ON OH OHP
ui (n QQ OHP
o00 ASPHALT RENTON AVE S� - OHP< 0 - °HP OHP 305- -OHP GB 305
u.l - - _ _ - ECd(P)
Q a° MH #24 _ _ - - Q
J I vi Q Q i N01'26'20"E 650.53' cn0 CD - - - - -
a I MH #9 s
- -
o
ui (Acn cn
D ° Q =
> v � q 6 W(P) � 6 W P
° 6'co 4wW 2"STW IP G(P)� 6"W(P) o
.., .. RRW
SEWER � 4`C 4 CW L 0
J b _ o 6„vcP R RRw W CRW
a..
- I CRW
'. 6 Z
ACCESS BOX I 28"DEC CRW CRW CRW mRIM=302.91 D
.. S -0•
G S COC=301.31 GONG ° CON 0 SEWER C.O.
£ G S 6"VCP N & S) EAVE SEWER C.O. SEWER C.O. SEWER C.O. FOUND REBAR AND CAP SEWER C.O. D ACCESSBOXSEWER C.O. DRIVE D N175596.1 D� m
N 175349.6 N 175379.8 N 175430.0 N 175503.7 CO RIM=306.39 1n E 1302328.8 � m
J SEWER C.O. N 175540.2 SEWER C.O.
o � 0 816 RENTON AVE S E 13023224 E 1302323.1 E 1302324.5 E 1302326.0 I (6 IP N & S) �
N 175268.7 PARCEL: E 1302326.9 N 175668.7 z =
I E 1302320.1 329470-0111X��� E 1302330.1 SEWER C.O. a
z \ �\1C�\�\� N 1302332. m
m 812 RENTON AVE S\�\C \\\\� \\\\\���� ��� \ E 1302332.E `�
O PARCEL: \\\\\\\\\�\� ���N m m �� \\\\\\\
329470-0110 \\\\\` \\\\\\\\\\ Oil m \\\\\\C \\\\
Z I ml PLUG EXISTING 6" SEWER MAIN AT OUTLET OF 804 RENTON AVE S w w
W o 808 RENTON AVE S PARCEL: ° m 708 RENTON AVE S
�= ACCESS BOX AFTER ALL S/DE SEWERS ARE 329470-0100 U w
o 0 I p C) PARCEL: a PARCEL: 706 RENTC
(� w I BENCHMARK "G" TRANSFERRED TO THE NEW 8" PVC SEWER MAIN. 329470-0101 718 RENTON AVE S a 329470-0081 PARC
O m A SOUTHERLY MOST
BONNET BOLT OF FIRE PARCEL: 329470-
HYDRANT AT THE PLUG EXISTING 6"SEWER MAIN THE 32s47o-ooso
f-ZO� NORTHEAST CORNER OF UPSTREAMAND DOWNSTREAM ENDS AT EACH
> REN ONAVE AVEAS NEW SIDE SEWER TRANSFER TO THE NEW 8" PVC
Ou
z I I I ELEVATION=306.63' SEWER MAIN (TYP")
OD w a
CA
( N
O � t�IJI I J >
`�!fT�l�j�I= 1 OD I O O � t-D{
J VD I OrU)
G) I 0 < N
SEE SHEET S-14
SEWER NOTES:
1. RECONNECT ALL AC77VE SIDE SEWERS TO NEW SEWER
PER RESPECT7VE DETAILS SHOWN ON SHEET S-14.
* ALL SIDE SEWERS SHOWN IN THEIR AS -BUILT LOCATIONS
...............330.....................................................................................................................................................................................................................................................................................
MH #9
............... 320....
MH#24.........................:
. N. 6940............175469.35
.................................................................................................
N : " 175242,4E
E 1302310.35
E *392804.39 1302304.24
NEW 54" MH
Ex ss co
N 175766.70
��
NEW 54 SHA. LLOW MH
RlM = + 305"66
386
EX SS ACCESS BOX
N 175508.88
E 1302336.42
............... 310....
RIM = .3�$. 3175..................................................................
IE 8" N = z 295 44
...... .. .....
..................
E 1302330:11 ....... .. . .........................................................................................IE
_
RIM - 306 80
6" S = 305.-1 ..............
D
IE:8" N = 296�3 296.28
IE 8" S = 29&;31 295.50
RIM' = 3bs:39
6" COC = '304.79
_
EXISTING ROAD ABOVE SEWER
ie 8" E = 29653 296.43FT
r
z
EX 6" CLAY SEWER
EX 6" CLAY SEWER
(L TED EAST LK.
(LOCATED BEHIND T SIDEWALK.)
m
..............:300..
...:.....................................
(LbCATED BEHIND; EAST SIDEWALi�)......:.........:..................................................
...............................................................................................................................
m
m
EX SS ACCESS Box
223 2271F OF 8" PVC @ 0496- 0.4%
&N 378.5 LF OF 8" PVC @ 0.5% ASBU/LT
2
m
:.........: 290 ......:
N .1.75254..93.................................................................................................................................................................................................................................................................
.
. E 1302323.85
N
RIM = 302.91
I
6" COC = 301.31
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
• NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD suRVEYED: scALE: DATE:
EXISTING UTILITIES ARE SHOWN FOR BRH HORIVERTCAL ZONTAL HAD 79&5%997 APR 2017
• DRAWINGS. THE RECORD DRAWINGS REFLECT 1 "=20' _ CITY 0 F
RENTON HILL UTILITY REPLACEMENT
ONE -CALL REFERENCE ONLY. CONTRACTOR THE AS -CONSTRUCTED CONDITIONS BASED DESIGNED:JDH
SHALL FIELD LOCATE ALL EXISTING ON FIELD SURVEY DATA AND SHOULD BE PAM: 0K.
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS FIELD VERIFIED FOR ANY FUTURE USE. ALL DRAWN: RENTON rACE.
PRIOR TO CONSTRUCTION. SANITARY SEWER SYSTEM STRUCTURES JDH I ONE INCH I SANITARY SEWER DRAWING NO:
Know what's below. WERE FIELD SURVEYED IN THEIRAS-BUILT DNECKED: I -I DATUM
JDH, MAB AT FULL
LL SCgLE Planning/Building/Public Works Dept. S-5
LOCATIONS AND ACCURATELY REFLECTED IF NOT ONE INCH
8II before you dig. HEREON. N0. REVISION BY DATE APPR APPR : SCILE ACCORDINGLY RENTON AVE S SHEET: 56 OF.
SI-1013181214