HomeMy WebLinkAboutSOUTH TIMBERLINE ROAD AND EAST DRAKE ROAD - Filed W-WATER LINE - 2004-12-28W
v
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w� ABANDONED
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' COFC MAIN
\WM I I EX. TELEPHONE PEDESTAL TO BE
RELOCATED, COORDINATE I^ ,
WITH APPLICABLE UTILITY COMPANY
3/4" METER PIT EXIST. 16" IRR. LINE t� METER or nne r
1 I Feeom; oru non oortn�n ��n onnDv nr�n o�
ABANDON IN PLACE �, T �ccr,�� u
WITH FLOWRLE FILL (TYP.) ABANDONED ABANDONED
wP- - I EX. GAS REGULATOR AND ME L A LT EXISTING COFC 6"
EXIST. IRR. ACCESS MH WATER MAIN =
• TO BE RELOCATED, COORDIATE WITH
-- J 2 I METER PIT REMOVE VALVE STEM (n
REMOVE EX. 16" IRR. VALVE, ABANDON IN PLACE APPLICABLE UTILITY COMPANY EX. COFC WATER VALVE W
v I EX. 12" IRR. VALVE TO REMAIN, EX. TELEPHONE PEDESTAL TO BE RELOCATED, RIM = 4939.25 m >
VENT PIPE TO RELOCATED
BACKFLOW PREVENTER L_ COORDINATE WITH APPLICABLE UTILITY COMPANY EX. FCLWD WATER VALVE W
AND STAND PIPE RIM - 4939.39
EXISTING CULVERT EX WATER VALVE -- _ BE 011 ----
DETAIL "A" -----_ _ !-- - - EXISTING EXIST CURB &GUTTER _ Q
TO REMOVED II
_- RIM = 4939.40 � \ co
------------------ - - - - -- - - -
--- -----a -� -- ---- --- ----
- - - - - - -
EXISTING INLETS t o m =
DL WATER SERVICE
_--.
-�m�
x
LINE ABANDONED R
14+00
1510+00 +00 EXIST. EOP 12+00
3+00 4+00 7+00Y' - -,-H -
I ,;,,,-E. _ - _
`W
NEW 3/4'SERVICE ABANDONED - ----- ---_- -- -_ - -- -- -
CONNECTED TO RIVE - - - - - - - - - - - - - -
EASTING SERVICE SEE DET ER SHT. 33 RLIN ROAD- BASELINE
--- ---_ ==T _ __- --- C1,10+00 SAWCUTLINE - O W
11+ 0 I ULTIMATE FL WLINE + Z
--------------
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STA 9+77.26 v E?'.' "'rcft #I-FRN6
BEGIN CURB AND GUTTER EL=4939.1 EXIST. ROW �> I ^^Tr ^PREVENT -OFF L
FL STA 8+94.01 FIL STA 9+19.85 PC STA 9+72.95 I I x r O ^^POSED
(38.52' R) EL=4938.86 EL=4939.15 PROPOSED ROW L SACK -OF -CURB
EL=4938.76 FL STA 9+25.83 FL STA 9+51.93 L ABANDONED J
EL=4938.89 EL=4939.03 T
\FL STA 9+45.88 EXISTING BUILDING (TYP.)ALL EISTING J SEE DETA/L A
EL=4939.00
\ BER
CONCRETE TO ROAD, NORTH FLITY STAP 9+000 RE HTO BE REMOV DF AND O.H.NE
PROPOSED ROW LINES PLACED UNDERGROUND WITHIN PROPOSED R.O.W.
LEGEND
CURVE TABLE
LINE TABLE
CURVE
RADIUS
LENGTH
CHORD
LENGTH
CHORD
BEARING
DELTA
LINE
LENGTH
BEARING
FC1
100.00
4.31
4.31
NO2'49'29"E
02'28'2D"
FL1
78.94
SO4-03'39"W
FL2
660.13
N0135'19"W
FC* -
FLOWLINE CURVE
MC* -
MEDIAN CURVE
EAC• - EDGE OF ASPAHLT CURVE
BL• a
BASELINE
FL* -
FLOWLINE
ML• =
MEDIAN LINE
EAU - EDGE OF ASPAHLT LINE
491-0
4945
4040
49755
NOTE:
1. FROM STA 10+50 TO 15+50 SEE CROSS SECTIONS
FOR SIDEWALK GRADING.
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EXTIN®G GROUND -
I
IFLOWLINE
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II
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GROUND 11 w
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50 25 0 50 100
HORZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
TIMBERLINE ROAD
140,00' VC
ELEV=4939.8
STA=11+30.6
I STA=11+23.0
0
I ELEV=4940.0
+
A.D.=-1.01
K=138.61
>
EAST
EXISTING SANITARY SEWER
►. EXISTING WATERLINE
EXISTING ELECTRIC
EXISTING GAS LINE
EXISTING TELEPHONE
EXISTING STORM SEWER
EXISTING FENCE
wP- - AS -BUILT WATERLINE
OJ N M m m W
0
m m m M M "c') M oM0 oL T
V/
4930 W
co
z
4940
4935
4930
140.00' VC
P ELEV=4939.26 m E ST ULTIM TE FL,
N P STA=11+38.65
+ I STA=11+22.77 a tF fi INFOR ATION
O II PI ELEV=4939.43 II
II A.D.=-1.03 II w
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SHEET 8 OF 3
4925 JOB NO. REV.
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