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A PORTION OF THE S.W. 1/4 OF THE S.W. 1/4 OF SECTION 299 TOWNSHIP 23 N., RANGE 5 E60 W.M•
LOT LINE
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I %174 n�
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i A �71h 37 s.'
• -
-- -- �-'�= r=• �.: __ _ .. - - 0 ( WT LINE ADJUSTMENT
--- - - - - _
C.O. ,
.O. r NO. lUA -04- 049 -LLA' s ,
1 RECORDING NO.
-'-- - - - - CONNECT ROCKERY DRAIN
° � •1 <' 20040720900002
1 _. ___.. _ . _. _. ' • INTO EXISTING WALL DRAIN.
• .� ; CONSTRUCT DRAIN TO EXISTING C.B.
IF ONE IS NOT PRESENT. i 1 n
11 Vicinity Map
' INSTALL DOMESTIC WATER METER AND SERVICE PA \R C-_' EL A
PER SOOS CREEK STANDARDS
WATERLME
LOT cri EASEMENT
�
(7,449 SF) ni N . � CA I f r
12 L. F. 157 STORM STUB w 2.0% MIN. p - Cn 00 N
REMOVE AND REPLACE
TRACT 1. -9
\ � SIDEWALK AT NEAREST
IE --;?77 97 (I) "OE) \ JOINT A
(20.480 SF)
N
UTIUTY W SCALE: I"= 20'
,,,� — _ --- --- wT- NEW IE =229.05 (6'a NE).& --�._ I EASEMENT
T' INSTALL INSTALL SANITARY SEWER STUB PER f
EX' r u�• -f . r ,, , SOOS CREEK STANDARDS I 20' 10 O Z0. 40.
1
1
61+00
32-f-00
ALLOWABLE PIPE MATERIALS
1. PLJhMN PIPE (12 -INCH DIAMETER ONLY, AND ONLY AS
S
ORNEwAY CULVERT).
2. RENO ORCED CONCRETE PIPE.
-- j
10' UTILITY 3. CORRUGATED ALUMINUM PIPE.
w• w�j
iii • . '� �'�
' , "• - X
DRIVEWAY APPROACH
C. SEE DETAIL SHEET DT -01 •
LOT LINE
REMOVE AND REPLACE
SIDEWALK AT NEAREST ;
T R =201.00 /�, JOINT 1 r� 0 Fm U 1\11\1 � R 0 �._.:T K L =177.480
A =50r3502r
10' UTILITY
, r EASEMENT
EXISTING FIRE HYDRANT
WITHIN 300 L.F. OF
► PROPOSED LOT
INT'X STA. S. 36TH PL.
_ STA. 98 +55.00 MILL AVE. S.
i
1
r
ROLL 1'9.7
0ka0
EASEMENT 1 1
4 RI PIPE.
•ALUMINUM SPIRAL 8
1.I - r �4` _ �' -"� 5. ALUMINIZED TYPE 2 CORRUGATED STEEL (MEETS AASHTO TREATMENTS
M274 AND M56).
2305-9134
I 6. GALVANIZED CORRUGATED IRON OR STEEL PIPE, TREATMENTS 1 THROUGH
6.
\ . 7. GALVANIZED STEEL SPIRAL RIB PIPE, TREATMENTS 1 THROUGH 6.
I S. DUCTILE IRON (WATER SUPPLY. CLASS 50 OR 52).
1 1 t
9. LINED TED POLYETHYLENE PIPE (LCPE).
10. CORRUGATED POLYETHYLENE PIPE (CPE) THAT IS SINGLE WALL AND
. \ I AREA TO BE
DEDICATED AS FULLY CORRUGATED.
-
RIGHT -OF -WAY 11. SOLID WALL POLYETHYLENE PIPE (SWIPE; ALSO KNOWN AS HDPE PIPE
OR HDPP).
XC4I f
• gap {
' ` f 1. STORM RUNOFF FROM THE PROPOSED HOUSE SHALL BE TIGHT LINED
TO THE Ir STORM sm.
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A PORTION OF THE S.W. 1/4 OF THE S.W. 1/4 OF SECTION 29, TOWNSHIP 23 N., RANGE 5 E., W.M.
LOT LINE z z
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_ N 8T45'213 E 169.91'
110'
LOT LINE ADJUSTMENT
- C.O. C.O_ �- I NO. LUA -04- 049 -LLA
Wr L.ocm w NOT Iomm - Nor LOClO® RECORDING NO,
CONNECT ROCKERY DRAIN -- 20040720900002
INTO EXISTING WALL DRAIN.
CONSTRUCT DRAIN TO EXISTING C.B. n
IF ONE IS NOT PRESENT. I
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