HomeMy WebLinkAboutWWP2703262.1M
N�
a�CIO
I
CL Z
CL
act
_w
cr �::
Ld
J �
J
V!
Tt
-L
U
z
0
z
w
N
WO
3Z
N
o
Q
Z
w�
LL
2
Q
U
�
N
N
�
2
O
4
cep
z
0
0
q~
,
`
e
..�
a
Q
w
m
99
_NORTH LINE OF 3-23-5
N 88 2935" W (KCAS) 1317.81 ' (CAL)
N 88 29'33" W (DEED) 1317.92' (DEED)
TRACT A
FOR STORM DRAIN
DETENTION VAULT AND
SEWER PUMP STA TION.
FORCE MAIN NOTE.
81OLF 3" & 4 "HDPE
PRESSURE MAIN MIN 3'
BURY.
FUTURE ACCESS
& ROADWA Y
1+32.53 �.
BOUNDAR-Y �
1+Jo. 00-9.30'L T ^�
SSMH CO#1- 8
RIM= 392.00
1E=371.25-OtI T
w
FORCE MAIN NOTE.-
81OLF 3" & 4 "HDPE
PRESSURE MAIN MIN 4'
BURY.
` PORTION Or THE N W 1 4 OF THE N W 114
SECTION .3
.L� TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
Xo o \
j� so. \ \ Cl T Y OE REi 4 TUI ti, STA T E CE WA SHI NG TUN
350 \
\ ! \ USE 20' & 15' COMMERCIAL
INSTALL NE ASPHALT FOR
\ DRIVEWAYS FOR ACCESS TO PUMP
\ \ \ DRIVE A Y CO IGU%T7ONTNROUGO(IT R STA. AND DETENTION VAULT.ACCESS TO JHEPTION.
SANITARY SEWER PUM \
STA T/ON EASEMENT \ _ + \ PROPOSED, S I TA?Y SEWER PUMP
\ STATION SEE SEPARAYE PLANS BY
�52 OMEGA CONTRACTORS fOR FINAL
130 96' S88 �9'35 "E PAL \ DES/Gfv' PLAf�'S AND
_�_ SPECIFICATIONS 1+05- 00'RT
iE= 347. 48-OU T\
�,�;^, 40Cf�8" PIlL�S=0ti5090
FORCE MAINS SHALL OF \
RE STRAPPE$L \
TOGETHER
AC
�Q `" \
;. \ \\
SEE SHEE T / 2
FL TO HDPE FL
!'/ )A/A/C/' TNIA/
FORCE MAINS SHALL
BE STRAPPED
TOGETHER
I
I
I
1
ti
I
V 1
N � �
i
DEFLECT 3" OVER
4 PPE 1 ��
63 pcc\ ; 1 +
o \
o \
13
------------
\,�\- - -- - - _N\ -
RECOMMENDED S (,a 0
FOR APPROVAL
BY ATE14"
BY DATEiLAb
BY DATE D►�ND:
719016SIT.DWG
BY DATE �: 11 °`' 2::
BY DATE
SEW
SCANNED ()CT 2 7 7006 �� S" ��(� �1-0 I
z