Specifications

FUTURE
CLASSROOM
ADDITION
FUTURE
CLASSROOM
ADDITION
FUTURE
CLASSROOM
ADDITION
ENTRANCE
PROPOSED
INTERMEDIATE
SCHOOL
FFE=688.00
GYM
6
8
0
680
6
80
685
685
685
68
5
6
85
685
685
6
8
5
6
8
5
6
8
5
685
685
685
6
8
5
685
690
Well Field
(See M0.1)
ADD ALTERNATE #1
ADD
A
LTE
R
NA
TE
#2
Geothermal
HVAC GEOTHERMAL
5
'
-
0
"
12" SAND
COMPACT FILL
EVERY 12"
3'-0"
NO SCALE
TRENCH @ WELL DETAIL
GRADE
PLANS FOR SIZES
REFERENCE
GRADE
FUSED
U-TUBE FITTING
BORE - SEE SPECS)
GROUT ENTIRE
DIA. BORE
6" MAX.
495
'
-
0
"
DEPTH MARKS IN FT.
1 1/4" HDPE TUBING WITH
1
M0.1
"
4
1
1
2"
3"
3"
3"
3"
3"
3"
3"
3"
"
4
1
1
2"
3"
FIELD E
SIZING SIMILAR TO
ALL FIELDS PIPE
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
14
W
ELL
S
-
500
F
EET
D
EE
P
W
ELL
F
I
EL
D
#
A
14
W
ELL
S
-
500
F
EET
D
EE
P
W
ELL
F
I
EL
D
#
B
14
W
ELL
S
-
500
F
EET
D
EE
P
W
ELL
F
I
EL
D
#
C
14
W
ELL
S
-
500
F
EET
D
EE
P
W
ELL
F
I
EL
D
#
D
LIGHT GREY LIMESTONE 500485
DARK GREY LIMESTONE 485465
MEDIUM GREY LIMESTONE 465405
MEDIUM BLUE/GREY LIMESTONE 405340
LIGHT GREY LIMESTONE 330245
BLUE/GREY LIMESTONE 24578
LIGHT BROWN/GREY LIMESTONE 7826
BLUE/GREY LIMESTONE, FRACTURED 2615
DIRT 15 0
DESCRIPTION TO FROM
DEPTH IN FEET
DRILLERS REPORT INFORMATION FROM TEST BORE
FORMATION THERMAL DIFFUSIVITY = 1.05 FT/DAY
FORMATION THERMAL CONDUCTIVITY = 1.56 Btu/hr-ft-F
TEST DURATION = 47.1 HOURS
GROUTE TYPE: WYO-BEN THERM-EX
U-BEND LENGTH = FEET
U-BEND SIZE = 1.25" HDPE
BOREHOLD DIAMETER = 8"(0-60')w/CASING, 5.5"(60-500')
GROUND TEMPERATURE = 59.0-59.6^F
LOCATION: Chapel Hill, TN
DATE: February 6-8, 2014
CONDUCTIVITY TEST RESULTS:
IN THE SAME FIELD SHALL HAVE THE SAME PIPE SIZES.
7. PIPE SIZES ARE SHOWN ON ONE BRANCH IN EACH FIELD. OTHER BRANCHES
6. REFERENCE TYPICAL BORE DETAIL FOR ADDITIONAL INFORMATION.
5. REFERENCE SPECS FOR ADDITIONAL REQUIREMENTS.
4. COORDINATE SEQUENCING OF DRILLING WITH CONSTRUCTION SCHEDULE.
3. BORES SHALL HAVE MINIMUM SEPARATION OF 25 FEET.
2. BORES SHALL BE A MINIMUM OF 15 FEET FROM FOUNDATIONS
OF PROJECT.
1. COORDINATE PIPE ROUTING WITH ALL OTHER UTILITIES AT BEGINNING
GENERAL NOTES:
14
W
ELL
S
-
500
F
EET
D
EE
P
W
ELL
F
I
EL
D
#
E
14
W
ELL
S
-
500
F
EET
D
EE
P
W
ELL
F
I
EL
D
#
F
N
O
R
T
H
P
L
A
N
0
SCALE 1" = 30'- 0"
30' 60'15'30'
SITE PLAN
C
AN
W
A
S
H
P
AD
M
T
D
.
T
R
AN
S
.
#
#
SEPTIC
TANK
EXIST.
c.o.
GM
c.o.
6"
S
TIE INTO
S
6.75'
B.F.F.
EXISTING
c.o.
c.o.
c.o.
c.o.
c.o.
c.o.
c.o.
c.o.
c.o.
c.o.
c.o.
S
c.o.
W
3"
W
3"
I
NV
=
6
8
1
.
2
5
c.o.
I
NV
=
6
7
9
.
8
(
S
EE
P
L
U
M
B
I
NG
P
L
A
N
S
)
S
6
"
D
I
P
E
L
E
VA
T
I
O
N
T
O
B
E
S
A
M
E
A
S
(
S
EE
P
L
U
M
B
I
NG
P
L
AN
S
)
(
S
EE
P
L
U
M
B
I
NG
P
L
AN
S
)
12
:
08
:
38
P
M
4
/
9
/
2014
G
:\
13264
\
13264
m
01_001
.
dgn
30
:
0
'
:
"
/
i
n
.
r
s
ou
t
h
a
ll
THIS DRAWING SHALL NOT BE
REPRODUCED, PUBLISHED, OR USED
IN ANY WAY WITHOUT THE WRITTEN
PERMISSION OF THE ARCHITECT.
PROJECT N0.
DATE REVISION
CHECKED BY
DRAWN BY
DATE
NOTES:
1311
E.E.I.
E.E.I.
School
Intermediate
Hill
Chapel
04-08-14
Chapel Hill, Tennessee
425 South Horton Parkway
L
.
H
U
N
T
I
M
J
N
E
B
1
0
2
7
.
o
N
N
A
E
R
3
9
4/8/14
TRANSFORMER
PAD MOUNTED
PRIMARY
ELECTRIC
UNDERGROUND
POLE
RISER
PRIMARY
ELECTRIC
OVERHEAD