HomeMy WebLinkAboutDDW-2024-009114HOLE-IN-THE-ROCK #2 WELL HOUSE
DESIGN DRAWINGS
JUNE 2024
SADDLEBACK PARTNERS, L.C.
OQUIRRH MOUNTAIN WATER COMPANY
NE G I N EE R S
JACOB K.
NIELSEN
No. 11762590-2202
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T-UG
FO-UG
24-SD
SL SL SL
15-SS
WS WS WS
10-W
GS GS GS
4-G
P-UG
P-OH
X
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NIG SREENE
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NIG SREENE
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4 00
OX
NIG SREENE
JACOB K.
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NIG SREENE
JACOB K.
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COORDINATE TABLE
POINT
A
NORTHING
7418111.03'
EASTING
1434609.63'
ELEVATION
4643.00'
DESCRIPTION
NE BUILDING CORNER
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
R
S
T
U
V
X
Y
Z
7418081.99'
7418079.64'
7418108.68'
7418112.07'
7418115.55'
7418078.59'
7418068.89'
7418067.19'
7418064.79'
7418077.52'
7418106.56'
7418123.53'
7418125.88'
7418113.14'
7418084.10'
7418067.14'
7418033.11'
7418078.38'
7418115.68'
7418143.41'
7418163.78'
7417931.74'
7417933.72'
1434613.77'
1434597.27'
1434593.13'
1434588.61'
1434613.03'
1434618.29'
1434606.88'
1434595.00'
1434599.38'
1434582.42'
1434578.28'
1434591.02'
1434607.52'
1434624.48'
1434628.62'
1434615.88'
1434581.24'
1434576.18'
1434562.98'
1434563.37'
1434598.96'
1434601.56'
1434607.75'
4643.00'
4643.00'
4643.00'
4642.50'
4642.50'
4642.50'
4642.50'
4642.50'
4642.31'
4642.00'
4642.00'
4642.00'
4642.08'
4642.20'
4642.35'
4642.35'
4642.00'
4641.50'
4641.50'
4636.90'
4643.38'
4631.08'
4634.00'
SE BUILDING CORNER
SW BUILDING CORNER
NW BUILDING CORNER
FG, STEP (TOC = 4642.42)
FG, STEP (TOC = 4642.42)
FG, STEP (TOC = 4642.42)
FG, STEP (TOC = 4642.42)
FG, STEP (TOC = 4642.42)
FG, PC (R=15')
FG, PT (R=15')
FG, PC (R=15')
FG, PT (R=15')
FG, PC (R=15')
FG, PT (R=15')
FG, PC (R=15')
FG, PT (R=15')
FG (MATCH EXISTING)
FG, TOB
FG, TOB
FG, TOB
FG (MATCH EXISTING)
FG (MATCH EXISTING)
TOP FRONT OF WALL
AA
AB
AC
AD
AE
AF
AG
AH
AJ
AK
AL
7417935.24'
7417952.38'
7417950.86'
7417948.89'
7417974.93'
7417969.99'
7417969.22'
7417974.16'
7418036.28'
7418077.24'
7418109.05'
1434612.52'
1434607.04'
1434602.28'
1434596.09'
1434619.27'
1434620.04'
1434615.10'
1434614.33'
1434603.65'
1434648.06'
1434633.67'
4634.00'
4634.00'
4634.00'
4630.22'
4640.70'
4640.70'
4640.65'
4640.65'
4642.57'
4642.59'
4641.18'
TOP FRONT OF WALL
TOP FRONT OF WALL
TOP FRONT OF WALL
FG (MATCH EXISTING)
TOC
TOC
TOC
TOC
FG (MATCH EXISTING)
FG (MATCH EXISTING)
FG (MATCH EXISTING)
A
B
C
D
E
F
H
J
K
L
M
N
O
P
Q
R
S
T
U
V
X
Y
Z
AA
AB
AC
AD
AE AF
AGAH
AJ
AK
G
AL
NIG SREENE
JACOB K.
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No. 11762590-2202
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NIG SREENE
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No. 11762590-2202
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6/18/2024
NIG SREENE
JACOB K.
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No. 11762590-2202
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NIG SREENE
JACOB K.
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No. 11762590-2202
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NIG SREENE
JACOB K.
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No. 11762590-2202
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TEE HORIZONTAL BENDDEAD END
NOTES:
3,000
1,000
BEARING
STRENGTH
(lb/ft² )
TABLE 2:
(LBS/SQ FT)
SOIL TYPE
FINE GRAINED (CLAYS & SILTS)
GRANULAR (SAND & GRAVEL WITH OR
=
(LBS) SEE TABLE 2
THRUST BLOCK
AREA AGAINST
TRENCH WALL
(SQUARE FEET)
SAFE BEARING LOAD FORMULA
TABLE 1: SOIL BEARING STRENGTH
WITHOUT CLAY & SILT)
THRUST ON FITTING
NOTE: VALUES FROM DUCTILE IRON PIPE RESEARCH
ASSOCIATION.
BEARING STRENGTH
SEE TABLE 1
TABLE 3:
TABLE 4:
Θ
1 PIPE LENGTH MIN TO
NEAREST FITTING, SEE
NOTE 4
UPWARD
Θ
VERTICAL BEND
BEARING
AREA, TYP
(SAME AS
HORIZONTAL BEND)
45° ANGLE,
TYP
1.5 X
NOT USED
NIG SREENE
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No. 11762590-2202
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TABLE NOTES:
SPECIAL INSPECTION FOR SOILS (IBC 1705.6)
ITEM C / P(A)
TABLE NOTES:
SPECIAL INSPECTION FOR
STEEL CONSTRUCTION (IBC 1705.2)
ITEM C / P(A)
SPECIAL INSPECTION FOR
STEEL CONSTRUCTION CONTINUED (IBC 1705.2)
ITEM C / P(A)
TABLE NOTES:
SPECIAL INSPECTION FOR CONCRETE
CONSTRUCTION (IBC 1705.3)
ITEM C / P(A)
SPECIAL INSPECTION FOR MASONRY
CONSTRUCTION CONTINUED (IBC 1705.4)
ITEM C / P(A)
TABLE NOTES:
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