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TYPICAL ROAD SECTION FOR PEACH VALLEY VISTAS
Scale: 1' = 5'
HORIZONTIAL GRAPHIC SCALE IN FEET
1 INCH = 100 FEET
VERTICAL SCALE, 1 INCH = 20 FEET
CONTOUR INTERVAL = 2 FEET
Finished Topography Shown in Flan View
PVI STA = 1+35.96
PVI ELEV = 549323
A.D. _ -1.69
K = 50.00
PEACH VALLEY ROAD LAYOUT: PLAN VIEW
Scale: 1" = 100'
SECONDARY ROAD PROFILE
Horizontal Scale: 1' = 100'
Vertical Scale: 1' = 20'
PVI STA = 0+89.09
PVI ELEV = 5553.94
A.D. _ -4.00
K = 10.00
PVI STA = 3+71.39
PVI ELEV = 5531.35
A.D. = 4.00
K = 30.00
LOW POINT ELEV = 5493.34
LOIN POINT STA s 15+43.02
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PVI ELEV = 5492.82
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PRIMARY ROAD PROFILE
Horizontal Scale: 1" = 100'
Vertical Scale: 1" = 20'
PVI STA = 24+99.47
PVI ELEV = 5522.81
AD. _ -1.00
K = 50.00
PVI ELEV = 5509.62
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Edge of 30' Water Line Easement as I
per Book 1459 at Page 558, Reception j
No. 625373 recorded in Garfield Hyl
County Clerk 8 Recorder's Office.
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8' DIP Tank Drain
8' DIP 22.5° Bend
Back edge of block faced
M.S.E retaining wall
To Distribution 1459 at Page 558, Reception No. 625373 recorded
in Garfield County Clerk 8 Recorder's Office.
Droin To Daylight Nelwork
To Water Treatment
Plant or Wells
t
8' DIP Water
Distibution Ur
---8' DI° Valve
Foster Fittings
1 Book 1459 at Page 558, Reception No.
V--625373 recorded in Garfield County
jClerk 8 Recorder's Office.
I
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4' DIP Water
Supply Line
Water Tank Easement as per Book 1459 at
Page 558, Reception No. 625373 recorded in
Garfield County Clerk a Recorder's Office.
4' DIPVaIve
8' x 8' x 4' DIP Tee
4' DIP 90° Bend
Back Edge of Dry -Stocked
M.S.E. Boulder Wall
Curb 8 Gutter (Typ.)
Handrail 8 Safety Cage
30' Shell Manhole with
Hinge and Hasp.
High level tank drain
box 8 8' down spout.
Lockable access hatch with
removable safely grill inside.
8' Water Line w/ silt
stop 8 reinforcement
plate. (See detail this
sheet.)
Back edge of block faced
Edge of Tank Skirt
Curb and Gutter
Water Tank Easement as per Book 1459 at
Page 558, Reception No. 625373 recorded in
Garfield County Clerk 8 Recorder's Office.
L
8' Sch. 40 Steel Removable Silt
Stop (61 (See Silt Stop Details)
36' Dia. x 1/4' Reinforcement
Plate (See Silt Stop Details)
1.0'
30' Shell Monhole with
Hinge and Hasp.
Start Block Faced M.S.E. Wall
Tank Wall
-Start Dry -Stacked M.S.E. Boulder Wall
Back Edge of Dry -Slacked
M.S.E. Boulder Wall
Edge of Tank Skin
1
J
Site Plan of 80,000 Gallon Tank
Not To Sale
Flowable fill under flange
and on top of 4 -Inch foam.
Maximum strength: 50 PSI
24' ADS -N12 sleeve (see
details on this sheet)
8' Sch. 40 Steel FL x FL
• 'e'e'i' %i�i'i►
EBAA Iron Ex -tend 200 2' Exp o
Cont. (4. Overall) 8', FL x FL
24° ADS -N12 culvert
8' MI x FL 90° Ell.
Seal base of 24' ADS -N12
4 -Inch thick foam
board cut fo fit
around steel pipe.
D.I.P. 8 hole in 24'
ADS -N12 culvert.
0.50'
Concrete Ring
Min. Bury Depth
Foam seal between
8' D.I.P. 8 hole in
24' ADS -N12 culvert.
To Tank
Drain Tee
Install 1' Dia. drain at bottom
of ADS -N12 culvert.
24 -Inch ADS N-12 Sleeve Detail for 8 Inch
Distribution Line with Silt Stop: Cross Section
Not To Scale
Maximum Water Level, See Note 3.
Tank Notes:
11 Tank and piping from foundation up by Tank Controdor.
2) Tank foundation and below ground piping by others.
5637.00' Elev. of Class -6
Aggregrate Base Course
d lop of concrete ring .
Dry -stacked boulder wall .
Tank Skirt
Width Varies) --
474:41:91
Structural fill below dry -stacked
boulder wall .
Aggregrate Base Course to be
content and compacted to 95% of
Modified Proctor Maximum Dry Density
8' mil. COMPACTED BASE COURSE
(AS PER SPECIFICATIONS)
GEOTEXTILE FABRIC
(AS REQUIRED)
MINIMUM 12' SCARIFIED AND
RECOMPACTED INSITU SUBGRADE
MATERIAL CONTINUED FROM STREET.
VERTICAL CURB
Not To Scale
Tank Bottom: 5637.00
24' wide x 12' deep concrete
ring .
ring (Ste detail on this page.)
5637.00' Elev of Coss -6
Aggregrate Base Course and
top of concrete ng,
1' Service Anchor
Roof Finial Vent
16:1
Grated Platform
Lockoble access hatch with
removable safety Will inside -
Handrail 8
Safety Cage
Sch. 40 Steel High Level
Drain Box
Roof Supports by
Tank Manufacturer
8 -Inch Sch. 40 Steel
High Level Tank Drain
24.33 Inside Diameter
of Water Tonk
/
/a\//
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/\\/\\/\/\\
/\\/\\/\/\\/\\/\\ j\
/\/,/\/\//\//\/ j�
//\/\\ \//\/ \\//\\//\
//\//\// //\//\/
//////////
////// / ///,///\//
//\//
\\// //\//\//\/
\\//\//\/\/
/\/\/\/\/\/\\
/ /// //\\\/ /
Block faced M.S.E
24 00
Tank
Height
23.50 from bottom
of tank to Ma
water level
E8AA Iron Ex -Tend 200 4' Expansion
or Contraction (4' Overall); 8', FL x FL
/\
\\' \ \/\/\
5637.17' Class -6 Aggregate Base Course
elevotion at center of tank (2 -inches higher
Tank Wall
0.50
Silt Stop, see details
on this shed.
Distribution 8 Supply Lines,
underground piping by others.
High Level
Telemetry
Pipes
Side View of 80,000 Gallon Tank
Not To Scale
Block Faced M.S.E. Retaining Wall or Dry -Stack
Boulder Wall ( Block Faced M.S.E. Retaining Wall
shown), see grading plans and tank cross-sections
for retaining wall and dry -stacked boulder wall
locations. See appropriate wall detail for
construction and design specifications.
Tank Skirt 6.50' Min. Width
(Actual Width Varies)
3.00' Gravel
Surface
2.00
8- nch CI. 52 D.I.P.
24' wide x 12' deep concrete
5637.00' Elev. of Class -6 Aggregrate
Base Course and top of concrete ring .
Strudural fill below retaining
II .
3% Cross Slope
Bottom of structural fill shall be scarified
to a depth of at least 8 -inoses, moisture
treated and compacted prior to
placement of structural fill material.
Tank Wall
2.00'
f 18' —sa
3' cover (typ.)
12' Depth of
Concrete Ring
- (1 M5 Rebor Longitudinal
Rebor12' O.C. (typical)
Concrete Rin_g Deta Profile View
Not To Scale
Native fill material covering toyer
half of bosom block or rock or wall.
Curb 8 Gutter
Mirafi 500X Geofabric O.A.E. under Class -6
Structural fill below tank platform
Tank Skirt with Block Faced Retaining
Wall or Dry -Stacked Boulder Wall
Radius: 22.83 8.
Tank Woll
Radius: 24.33 ft.
Not To Scale
(4) M5 Rebar Longitudinal
1111111111
ra� m a
24' wide by 12' deep concrete ring top elevation = 5637.00'
Outside of Concrete Ring
Radius: 24.83 h. YS Rebar 12' O.C. (typical)
AAin 500X Geofabric OAE.
Class -5 Aggregrate Base Course drain
constructed as part of retaining wall.
Drain not constructed as pan of
Dry -Stock Boulder Wall.
Mirafi 500X Geofabric O.A.E.
1.00' Depth of Class -6
Aggregrate Base Course
Concrete Ring Detail: Plan View
Not To Scale
t 0.75'
1.125' T
1 I
2.50'
2.00'
8' Dia. CL.
52 D.I.P.
3.00
8• Dia. Sch. 40
Steel Pipe
EBAA Iron Ex -Tend 200 4'
Expansion or Contraction (4'
Overall); 8', FL x FL
Tank Skirt
Tank Drain: Side View
Not To Scale
2.31'
Tank Wall
2.04'
1
Tank Drain: Top View
Not To Scale
y—No. 4 RB Handle
8' Sch 40 Steel
Silt Stop (61
r--
2.50
2' x 1/4' Align
lugs (4) welded to
inside
of silt stop
8" Silt Stop Detail: Side View
Not To Scale
Alignment Lugs (4)
8' Sch 40 Steel
Silt Stop (6')
3.00'
8" Silt Stop Detail: Top View
Not To Scale
36' Dia. X 1/4'
Reinforcement Plate
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PEACH VALLEY STORM SEWER LAYOUT: PLAN VIEW
1" = 100'
--
STORM SEWER Al & A2 PIPE TABLE
Pipe Label
Pipe Diameter
Pipe Material
Pipe Slope
Pipe Length
Pipe Al -1
Pipe Al -2
Pipe Al -3
Pipe A2-3
24'
24"
24'
24'
ADS -N12
ADS -N12
ADS -N12
ADS -N12
5.83%
4.76%
4.45%
6.78%
91.32 fL
210.561E
136.921E
72.85 R
STORM SEWER Al & A2 END -SECTION TABLE
Section Label
End Section A1-1
End Section A1-4
End Section A2-4
Flared End Section
Flared End Section
Flared End Section
Invert Elev.
5471.16 ft.
5493.40 ft.
5492.20 ft.
Pipe Label
Pipe Al -1
Pipe A13
Pipe A2-3
Pipe Dia.
24'
24'
24'
Pipe Material
ADS -N12
ADS -N12
ADS -N12
STORM SEWER Al & A2 MANHOLE TABLE
MH Label
Size
Rim Elev.
Invert In Elev.
Invert In Pipe
Invert Out Elev.
Invert Out Pipe
Manhole A1-2
Manhole A1-3
Manhole A13
48'
48'
48-
5481.53 R
5495.27 R
5495.27 fL
5476.98 R
5487.40 ft.
5487.40 R
Pipe Al -2
Pipe Al -3
Pipe A2-3
5476.37 ft.
5486.62 R
5486.82 ft.
Pipe At -1
Pipe Al -2
Plpe Al -2
100
i
100
200
300
GRAPHIC SCALE IN FEET
1 INCH = 100 CF
CONTOUR INTERVAL = EE2T
FEET
LEGEND
Survey Monument as noted
Property Comer
Tree
Utility Pole
Wed
aF rit - Overhead Electric Lines
-" • -r - Exisbng Fence
-> - Flowline of Existing Creek or Ditch
- - - - • - Existing Edge of Easements
----- - - Proposed Edge of Easements
rye;
D0
O
STS
Wetland Preservation and Drainage
Conveyance Easement (See Note 4)
Existing 4' Water Distribution Line
Existing 8' Water Distribution time
Proposed 4' Water Distribution Line
Proposed 8' Water Distribution Line
Proposed 12' Water Distribution Line
Proposed 8' Raw Water Line
Proposed 8' Water Tank Drain
Proposed 4'7 Irrigation Distribution Lite
Proposed Fire Hydrant and Accessories
Proposed 80,000 Gallon Water Tank
Proposed Water Valves
Proposed Storm Sewer Manhole
Proposed Slone Sewer
STORM SEWER B1 & B2 PIPE TABLE
Pipe Label
Pipe Diameter
Pipe Material
Pipe Slope
Pipe Length
Pipe 81-1
24'
ADS -N12
2.50%
138.58 ft
Pipe B1-2
Pipe B1-3
24'
24'
ADS -N12
ADS -N12
4.90%
1.00%
192.44 R
127.62 R
Pipe B1-4
Pipe B15
24'
24'
ADS -N12
ADS -N12
1.00%
2.41%
80.13 fL
41.1 R
Pipe B2-5
24'
ADS -N12
10.00%
7.39 ft.
STORM SEWER B1 & B2 END -SECTION TABLE
Section Label
Type
Invert Elev.
Pipe Label
Pipe Dia.
Pipe Material
End Section B1-1
End Section B1-6
End Section B2-6
Flared End Section
Flared End Section
Flared End Section
5471.97 ft.
5488.94 R
5489.15 R
Pipe 81-1
Pipe B15
Pipe B2-5
24'
24'
24"
ADS -N12
ADS -N12
ADS -N12
STORM SEWER B1 & B2 MANHOLE TABLE
MH Label
Size
Rim Elev.
Invert In Elev.
Invert In Pipe
Invert Out Elev.
Invert Out Pipe
Manhole 81-2
48'
5480.03 R
5475.75 R
Pipe B1-2
5475.39 ft.
Pipe B1-1
Manhole B1-3
Manhole B1-4
48'
48'
5492.281E
5492.33 R
5485.99 R
5486.97 R
Pipe 81-3
Pipe 81-4
5484.98 ft.
5486.73 ft.
Pipe 81-2
Pipe 81-3
Manhole 81-5
Manhole B1-5
48'
48'
5493.39 R
5493.39 R
5488.00 fL
5488.61 R
Pipe B1-5
Pipe B2-5
5487.73 R
5487.73 R
Pipe B7-4
Pipe 81-4
'TrI Storm Sewer Manhole 81-5
Y1� Flared End Section 825
Ot"
DAPU97 ELEV
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0+00
STORM SEWER B2 PROFILE
Horizontal Scale: 1' = 100'
Vertical Scale: 1' = 20'
DATUM E
5460.
5500
5490
DATUM ELEV
5460.00
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STORM SEWER A2 PROFILE
Horizontal Scale: 1" = 100'
Vertical Scale: 1" = 20'
0+00 0+50 1+00 1+50 2+00 2+50
STORM SEWER Al PROFILE PROFILE
Horizontal Scale: 1" = 100'
Vertical Scale: 1' = 20'
DATUM
5460.
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Vertical Scale: 1' = 20'
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