HomeMy WebLinkAboutSite Plan - North SystemARN-6
BARN -6 SANITART
;EWER CONNECTION
+00.00, 0/S 0.00'
N:202145.347
E:1 17403.414
/
i
-.... tV A I \ T -E -N -ANC -E .... -BA; R N
4' DIA. SANITARY
SEWER MH
STA.4+04.62, 0/5 0.00'
N:202091.467
E:1 17577.881
MAINTENANCE BARN
SEWER SERVICE
INV. OUT=6299.6'
TRACT B
•
LOT 5
Graphic Scale
10 20
40
1 "=20'
LOT 6
I /
/
BARN -6 SEWER SERVICE
NORTH SEPTIC
TANK CONNECTION
STA.4+26.28, 0/S 0.00'R
N:202070.169
E:117573.937
\
WS
WS
WS
X11
N202072.34
117561.36
G
G
N202063.63
E117573.56
G.
�"- SEPTIC FIELD
' 180' SET BACK
FORCE MAIN TO
NORTH SOIL TREATMENT AREA
CONNECT TRANSMISSION LINES
INTO TWO MANIFOLDS
1.5" DIA. SCH 40 PVC MANIFOLS
SEPTIC FIELD
100' SET BACK
I
I
I
II
$p
P
ELECTRIC LINES
TO POWER
ORENCO PUMPS
N20206
E117558
N202056.93
E117553.41
SD
SD
W
SEPTIC FIELD
50' SET BACK
ALTERNATING DISTRIBUTION VALVE (ADV) �SO
ORENCO MODEL V6402A
WITH ORENCO AIR VALVE ASSEMBLY.0 \
TO BE PLACED AT HIGH POINT
SO
DOUBLE COMPARTMENT
PRE -CAST 2,000 GAL TANK
WITH PUMP BASIN IN
SECOND CHAMBER
FORCED MAIN DISCHARGE LINE
11
N202045.13
E117551.33
N202036.
E117671.58
1
SD
G
SD
120.00'
E
E
E
INSPECTION RISER PORTS
AT THE BEGINNING AND END OF
EACH LATERAL (TIP.)
TV
T
TV
\I
SEPTIC FIELD
10' SET BACK
T
T
SEPTIC FIELD
25' SET BACK
NORTH SEPTIC FIELD
SAND MOUND WITH
FOUR (4) TRENCHES OF 30
QUICK 4 INFILTRATORS
IN A BED CONFIGURATION
1.5" SCH-40 LATERALS
9II
6320
21.66' OF G" 1.004'-
63/0
4' MAX BURIAL DEPTH
TANK
CONFIGURATION
SCALE: 1"=10'
END OF ALIGNMENT
STA.4+32.79, 0/5 0.00'
N:2020631772
E:1 17572'.760
NORTH SANITARY MANHOLE
STA 4+01.62 OFF:0.00
RIM : 630500
-MAINTENANCE BARN SS INV. IN:6299.30 1" PVC
BARN -5 SS INV IN:6299.80 1" P VC
BARN -6 SS2 INV IN:6299.801"PVC
INV OUT :6299.801"PVC
-
N202024.25 /
E117669.50 /
-.
FLUSHING ASSEMBLY AT
END OF EACH ROW(TYP.)
SEE DETAIL
BARN -5 SANITARY SERVICE TO NORTH SEPTIC TANK
SCALE: /"=20' HORZ.
SCALE: /"=10' VERT.
6300
6290
6285
NORTH SEPTIC TANK
INV. IN EL.=6299.58
STA.4+26.29
2000 -GALLON, SINGLE
COMPARTMENT TANK
FINISHED GRADE
101.62' OF 1" 2.00s
FINISHED GRADE
ELEVATION
4'7
0
I
I
I
I
CLEANOUT
CLEANOUT
EXISTING GRADE
FLOW LINE
ELEVATION
BARN -5 CONNECTION
INV. OUT EL.=6307.89
STA. -0+00.00
6320
- 63/0
0
0
C,
0
CQ,
0
0
cc)�
0
0 0
"'
QM
0
CO
0
0
`n
eN�
--
O
1+00
NORTH SEPTIC SYSTEM
TANK INLET
SINGLE COMPARTMENT
PRE -CAST 2,000 GAL TANK
NOTE: BARN 6 SANITARY SERVICE
MAY NEED TO BE PUMPED
DEPENDING ON FINAL FINISH
FLOOR ELEVATION
63/0
6300
6290
6285
3+00
BARN -6 CONNECTION
INV. OUT EL.=6298.65
2+00
BARN 6 SANITARY SERVICE
SCALE: /"=20' HORZ.
SCALE: /"_10' VERT.
FINISHED GRADE
EXISTING GRADE
\-33.31' OF I " 0.60'8'
FINISHED GRADE
ELEVATION
156.80' OFI"&0.60,-
14
FLOW LINE
ELEVATION
SANITARY MANHOLE
SEE BARN 5 PROFILE
0+00
0#80
/+60
/+00
63/0
6300
6290
6285
6300
6290
6285
0
Om
0+00
LINE TABLE
a
BEARING
I
L1
N79°58'52"W
404.62'
L2
e
o�
o
S37°00'1 1 "E
L
t
o
e
0+00
0#80
/+60
/+00
63/0
6300
6290
6285
6300
6290
6285
0
Om
0+00
LINE TABLE
LINE
BEARING
LENGTH
L1
N79°58'52"W
404.62'
L2
S10°27'35"W
28.16'
L3
S37°00'1 1 "E
33.31'
ws -e
I
BARN -5 SANI1A
SEWER CONN C'14►N
STA.0+00.00, 0/`. 0.00'
N:202021.07
E:1 17976.3
I
i
i
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
McCLURE RIVER RANCH
CARBONDALE, CO 81623
DRAWN BY
cc
10/22/2019
10/15/2020
DESCRIPTION
REVISED CONSTRUCT. SET
NORTH SEPTIC FIELD REV.
JOB #: 2017-13
FOR
CONSTRUCTION
C66