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9' -6 "C -900 -6 C -900 9
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2 LEVEL 4-PL EX
C.O. 00
C.O. HSE. #544
HAS NO CRAWL SP
ACE 1st FLR=28.44
(/) 0 +28RT 4 "CLAY
4 "CONC 9-6 "C -900 r -9 2 +66.SRT W
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0- 0 +67.5RT C.O. T -
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U 9' -6 "C -900 C 0. 0 +71 RT
aG, Z GARAGE GARAGE GARAGE
GARAGE I I GARAGE GARAGE 4 "CLAY -
L1J W I - GARAGE 513 TO #517 d TO #519 TO #525 TO #531 I TO j/535 C'O6 "C -900 I N 0 � l�
> W J - - - 1T0 #507 - v - Gravel 0 +19.5RT I `'
- - - _ 0 6 "P6 C -900 I
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W J _ a MH #24 I 1I
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GARAGE
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GARAGE
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, 4+MORRIS AVE. S. GARAGE Poved 0 i/ 2 - 5 LT
TO #540 "CONC
TO #508 TO #512 GARAGE GARAGE '9-6 "C -
900
LT TO #520 Gravel C.O.
4'CLAY TO #516 1+33L 0 +56.5LT 9, -6 "C -900 4 "CLAY 4U 6 "C -900 C6"C -9CIO. 9
68LT ' 2 +75L T C.0
4 "CAY 40 +C0 4LT +23T A C.O.
4 C 0 +93SLT
B g'-6"C-900 9'-6"C-900 4 'CLAY 3 +1 OLT 9' -6 "C -900 9' -6 C -900 4 " CLAY
C.O. C.O. 9-6 "C -900 I 4 "-Y 9'-6"C-900
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MORRIS AVE S
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II HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
tz: LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON
w t" ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME EXISTING MH STA. 19 +91.61, 1.05' LT
N J' OR UNDER MY DIRECTION.
zssta 20 +35, 2.0'LT
RIM = 28.26
MH 24 STA..2D�30:45,- 8. -T9-17
a � 23+93 IE 8" E &W 2 22.01
t,eN9 INSTALL NEW 54" MH AT THE £X /STING IE 8" N. = 22.03
v i gA,7 F.D. RINGEL L.S. 23613 DATE: MH 25 STA. 23-MH 0' LT PVC To CLAY 7RANS1770N
INSTALL NEW 54" MH
a6 �. V� ..� R!M = 3A. -23. 30.30 RIM = 28- 3128.31
lE 8" S = 25.30 25.50 EXISTING MH STA 22 +79.11, 0' LT IE
_ IE8 "N =22. I723411
E 4 /E 8" N = 25`.3'3 25.60 E 8" S29 526.8
.... --- ......... .
25 +00 24 +00 23 +00 IE 8" N = 26.8 22 +00 21+00 20 +00
............ __
co
w : : EXISTING SURFACE ELEVA710N
o F-- - EXISTING SURFACE ELEVATION -
W 30
x_ .......... ... w — —
_. _
m : _ REMOVE EXISTING SEWER: - - - - - ... .... .... ............ — .. ..... ....... ... _.... .... _. -. _.. -. ........ ... - _. -.... ... ... _ —
30
— — --
25 L>J - 25
REMOVE EXISTING SEWER
................ .... .. ...... ........... ...... ......... ..... - - -. - - - - -..-
- : - - - - - - - 58 - - -OF 00 PVC -- - - -- - - -- - - - -- - -- - -- ... _ .. .
NEW EXISTING PVC SEWER
2 (� : - : : - - - _ % (NO REPLACEMENT THIS PORTION)
W LF 8" C9 ® q,
0.58
3 _
20
o SCALE
Horiz. 1 = ZO' EXISTING CLAY
Vert.
- EE =2z21 (APPROX.)
er —
. - t. 1 rJ - - - - - X. PVC -
.. ............................... ......................................................................... ................................ ---------------- _--- _--------------- _------------
...... ......................- ........
o
ROLL 773 101
SHEET 15
5- 27215
SCANNED JUL 2 7 2001