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= 3 BRICK APTS. I #505
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Q Q 0 +91 RT 2 +10RT 4 "CONC
d ' 4 CLAY 4 "GONG 6 "C -900 8-6 "C
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900
F_ "" 8'-6"C-900 8/3/99
U) 8C6"C-900 4 "CLAY 8-6 C-900 8/5/99 C O
C.O. 8' -6C -900 8/5/99 8/4/99
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v 4 "CLAY GARAGE TO 535 4 "CLAY �1 O
W I c 4 "PVC 7 +57.5RT ° I I # I I -
W °w `o GARAGE 1 +tORT ph
CO I� 8.5' -6C -900 STUB TO LOT # GARAGE 4 "PVC /- !ll
GARAGE 8' -6 "C -900 GARAGE I a 05100
n r _ x # C.O. 0 TO 525 I TO �� _ TO 0 #539 TO #543 8/3/99 -900
ti C.O. v, 9' -6 "C -900 - I TO 515 v
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J 3 - - J _ / / i 8/4/99
J Q GARAGE
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a� TIE -IN TOoua0 - - - - - - - - - - Asph.Paving
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�i 8 "CLAY 4 "CLAY GARAGE 1 +12 ❑ 4 CLAY c MH //27
8 ' - 6 "C -900 8'-6'C-900 / I 0+5
2LT
6/99 GARAGE GONG
I
C O 0 +96LT TO #516 GARAGE 8/5/9 , 4 "CLAY GARA GE
GE
908-900 8'-6"C- 0
° GARAGE 4 "CLAY 0 +53LT GARAGE C.O. 8/3/99 9' -6 "C -900 4 "CLAY u I TO #520 GARAGE
r -
l
w o I I 1 +38LT 9' -6 "C -900 # # TO #538 TO #542 8/3/99 0
E--I Wr a s 4 -CLAY 4 "C LAY C.O. C O TO 530 TO 532 -II-
�y 4-CLAY I � 4 "CLAY I
Y-I \� zI 8.5' -6C -900
°, ° 8' -6 "C -900 4 "CLAY
C I 8'-6"C-900 E C.O 1 +96LT 4 "CLAY
4 "P 8' -6 "C -900 8/4/99
E 8-6 "C -900 C.O.
4 CLAY 8/' 5/99 8/4/99
8' -6 C -900
C.O.
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,04100 i U
I I it N
41C�K D� AS -BUILT CERTIFICATION
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON
y a ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME
OR UNDER MY DIRECTION.
WHITWORTH AVE S
a e o o ..
o� J F.D. RINGEL L.S. 23613 DATE:
3 ,wwcs eI„I
N U 25 +00 E 24 +00 23 +00 22 +00 21+00 20 +00
40 .
0_ - -- - -.... ...----- ---- --- - - ----- ------------ - ----- - --- ----- -------- -----.. ..... .......... ....... ..- --... - ...._....... ...... .... ..............
- 24 +22, 1.4 RT
C.O. 3 STA ZJPB- i:B -.LZ : : : : : - - 22 +69, 0.4LT : : :25 1.2 RT : : : :35
3.5 INSTALL NEW CO......... ........................ ............. ................... -- - - - - -- MH 28- S,A- 2YF�9�- ----------- - -.. -. - .....:........ :.. .............. ............----- ...MH -27 STA -20f3F . L9- L7 - - -...
> RIM EL = 2" 29.8.1 - - - - REMOVE EXISTING MH AND - - - - - - - -
m
IE 8' S 25: LiG : : - - - - _ - INSTALL NEW 54° MH AT 774E
'() = 25:7@ 28.61 REPLACE WITH NEW 54" MH EXISTING PVC TO-CLAY TRANSITION
RIM EL: = 28.4Z 28.60 : : : : : : RIM EL = APPROX 2.7 B 27.14 :
IE 8" N = 235f 23.65 - - IE -8" S = Z»R -21.56 21.99
- IE 8" S = 25.-4Cz 23.55 - : : : : 1£:8" N = Zz.2a. 21.89
30 . . - ...: .... . ..: .. ....... -- - - -- - - - - -- - - -- -- -- . :_.......:.........:30
REMOVE :EXISTING SEWER
- REMOVE EXISTNG SEWER
2.5...... ....... -- - _ __
- - -- - - - - -- - - -- -- - -- 25
zz : : _W LP OF 8" C900 P_VC - -
253 2.0%
to ABANDON EX CO. - - - - - - - - -
W - - - EXISTING MH STA 22 +70 - - EXISTING 8" PVC SEWER
EXISTING SSCO STA 56 +24 - - - RIM EL = 28.42 - - ELF OF 8" C900 PVC ® 1.07 67347 - - - -- — -'
.......IE 8 ".S - 27. 4 .....................:.........:.........:.........:........................ ......................... . . . . .. RUN)
RIM EL = 29.5 - - - - 245 - - - — —..
I
..- ........ _ IE8 "N= -25.6 - - 0:
68% - - (NO REPLACEMENT THIS 20.47
IE8 "S -__ 256 ... ... ..................... ........... .................... ....... - - - - -- ---- - - - - -- 8 N ...
EXISTING TRANSITION
� .. ... ....:.........:......... ....... -.. = .......... � - - -- - - - -- ---------- - - - - -- -- .._----------- .-.......-..-._-..... ............................... ..- ......:.....- -..:.. IE PV 22.10 APP. .. .........- .......:....... ---
:...
SCALE FROM PVC TO CLAY
C APPROX.
H.or.iz....1.„ 20'
Vert. 1 " _ :5'
SHEET 17
WW2,, -:78� 5 -272 1 7
ROILL 173 1013