HomeMy WebLinkAboutCrossing at Baxter Meadows Subdivision Ph 4G and 4H1
7
2
7
0
8
D
E
S
I
G
N
E
D
B
Y
C
O
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
F
O
R
P
H
A
S
E
4
G
A
N
D
4
H
O
F
T
H
E
C
R
O
S
S
I
N
G
2
A
T
B
A
X
T
E
R
M
E
A
D
O
W
S
S
U
B
D
I
V
I
S
I
O
N
I
N
F
R
A
S
T
R
U
C
T
U
R
E
I
M
P
R
O
V
E
M
E
N
T
S
B
O
Z
E
M
A
N
,
M
T
CH
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
M
A
R
C
H
7
,
2
0
1
9
P
R
O
J
E
C
T
L
O
C
A
T
I
O
N
L
O
T
R
-
1
&
L
O
T
R
-
2
O
F
T
H
E
C
R
O
S
S
I
N
G
2
A
T
B
A
X
T
E
R
M
E
A
D
O
W
S
S
U
B
D
I
V
I
S
I
O
N
,
P
H
A
S
E
4
F
(
P
L
A
T
J
-
5
9
7
)
L
O
C
A
T
E
D
I
N
T
H
E
N
E
1
4
O
F
S
E
C
T
I
O
N
3
,
T
O
W
N
S
H
I
P
2
S
,
R
A
N
G
E
5
E
,
P
.
M
.
M
.
,
C
I
T
Y
O
F
B
O
Z
E
M
A
N
,
G
A
L
L
A
T
I
N
C
O
U
N
T
Y
,
M
O
N
T
A
N
A
.
T
H
E
P
R
O
J
E
C
T
S
I
T
E
I
S
G
E
N
E
R
A
L
L
Y
L
O
C
A
T
E
D
A
L
O
N
G
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
F
R
O
M
E
A
S
T
B
A
X
T
E
R
L
A
N
E
T
O
D
A
V
I
S
L
A
N
E
.
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
A
T
E
:
_
_
_
_
_
_
_
_
_
_
_
_
_
B
R
E
T
T
M
E
G
A
A
R
D
,
P
.
E
.
P
R
O
J
E
C
T
E
N
G
I
N
E
E
R
P
r
o
j
e
c
t
N
o
.
S
C
A
L
E
:
1
"
=
5
0
0
'
G
O
V
E
R
N
I
N
G
S
P
E
C
I
F
I
C
A
T
I
O
N
S
M
O
N
T
A
N
A
P
U
B
L
I
C
W
O
R
K
S
S
T
A
N
D
A
R
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
(
S
I
X
T
H
E
D
I
T
I
O
N
)
,
C
I
T
Y
O
F
B
O
Z
E
M
A
N
M
O
D
I
F
I
C
A
T
I
O
N
S
T
O
M
O
N
T
A
N
A
P
U
B
L
I
C
W
O
R
K
S
S
T
A
N
D
A
R
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
(
2
0
1
1
)
,
C
I
T
Y
O
F
B
O
Z
E
M
A
N
D
E
S
I
G
N
S
T
A
N
D
A
R
D
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
(
2
0
0
4
)
,
A
N
D
O
T
H
E
R
C
O
N
T
R
A
C
T
P
R
O
V
I
S
I
O
N
S
I
N
C
L
U
D
E
D
A
N
D
R
E
F
E
R
E
N
C
E
D
H
E
R
E
I
N
.
U
T
I
L
I
T
Y
C
O
M
P
A
N
I
E
S
N
O
T
I
C
E
T
O
U
T
I
L
I
T
I
E
S
S
H
A
L
L
B
E
G
I
V
E
N
B
Y
T
H
E
C
O
N
T
R
A
C
T
O
R
.
T
H
E
N
O
T
I
C
E
S
H
A
L
L
S
T
A
T
E
T
H
E
C
O
N
T
E
M
P
L
A
T
E
D
S
T
A
R
T
D
A
T
E
,
C
O
N
S
T
R
U
C
T
I
O
N
S
C
H
E
D
U
L
E
,
A
N
D
A
R
E
A
S
T
O
B
E
D
I
S
T
U
R
B
E
D
.
T
H
E
C
O
N
T
R
A
C
T
O
R
I
S
R
E
Q
U
I
R
E
D
T
O
G
I
V
E
7
2
-
H
O
U
R
N
O
T
I
C
E
T
O
A
L
L
U
T
I
L
I
T
I
E
S
C
O
M
P
A
N
I
E
S
W
H
O
S
E
U
T
I
L
I
T
I
E
S
M
A
Y
B
E
W
I
T
H
I
N
T
H
E
P
R
O
J
E
C
T
A
R
E
A
O
F
P
E
N
D
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
E
X
I
S
T
I
N
G
U
T
I
L
I
T
I
E
S
M
A
Y
E
X
I
S
T
A
T
L
O
C
A
T
I
O
N
S
N
O
T
S
H
O
W
N
O
N
T
H
E
P
L
A
N
S
.
A
M
O
N
T
A
N
A
1
-
C
A
L
L
S
Y
S
T
E
M
E
X
I
S
T
S
T
O
F
A
C
I
L
I
T
A
T
E
R
E
Q
U
E
S
T
S
F
O
R
U
N
D
E
R
G
R
O
U
N
D
F
A
C
I
L
I
T
Y
L
O
C
A
T
E
I
N
F
O
R
M
A
T
I
O
N
.
T
H
E
C
O
N
T
R
A
C
T
O
R
I
S
C
A
U
T
I
O
N
E
D
T
H
A
T
A
L
L
U
T
I
L
I
T
I
E
S
A
R
E
N
O
T
I
N
C
L
U
D
E
D
W
I
T
H
T
H
E
1
-
C
A
L
L
S
Y
S
T
E
M
.
T
H
E
1
-
C
A
L
L
D
I
S
P
A
T
C
H
N
U
M
B
E
R
I
S
1
-
8
0
0
-
4
2
5
-
5
5
5
5
.
P
r
o
j
e
c
t
N
o
.
K
n
o
w
w
h
a
t
'
s
b
e
l
o
w
.
b
e
f
o
r
e
y
o
u
d
i
g
.
C
a
l
l
R
G
1
.
0
W E B : w w w . h y a l i t e e n g . c o m 2304 NORTH 7TH AVENUE STE. L B O Z E M A N , M T 5 9 7 1 8P H O N E : ( 4 0 6) 5 8 7 - 2 7 8 1 F A X : ( 4 0 6 ) 5 2 2 - 9 2 2 5 PLANS PREPARED BY Sep 20, 2019 - 11:56amCAD FILE: M:\172708\Drawings\As-Built\_G1.0-COVER SHEET.dwg
CD SET - 22x34 originals
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
P
R
O
J
E
C
T
S
I
T
E
MissoulaMiles City MaltaKalispellHelenaHamiltonGreat FallsGlendiveButteBozemanBillings CANADAWYOMINGNORTH DAKOTAIDAHO
M
O
N
T
A
N
A
B
R
E
T
T
C
.
N
o
.
2
9
1
0
6
P
E
M
E
G
A
A
R
D
P
E
F
O
R
S
O
I
L
N
A
S
R
E
N
I
G
ENE
M
A
R
C
H
7
,
2
0
1
9
VICINITY MAPSCALE: N.T.S.HUFFINE LN DURSTON RD BAXTER LANE I-9019TH AVENUE CITY OFBOZEMANFOURCORNERS VALLEY CENTER RDLOVE LNFERGUSON AVE PROJECT SITE
S
H
E
E
T
I
N
D
E
X
S
H
E
E
T
N
U
M
B
E
R
S
H
E
E
T
T
I
T
L
E
G
1
.
0
C
O
V
E
R
S
H
E
E
T
G
1
.
0
D
E
Q
C
O
V
E
R
S
H
E
E
T
G
1
.
1
G
E
N
E
R
A
L
N
O
T
E
S
&
L
E
G
E
N
D
G
1
.
2
C
O
N
T
R
O
L
D
I
A
G
R
A
M
C
1
.
0
O
V
E
R
A
L
L
S
I
T
E
P
L
A
N
C
2
.
0
O
V
E
R
A
L
L
S
E
W
E
R
P
L
A
N
C
2
.
1
V
A
Q
U
E
R
O
S
E
W
E
R
P
&
P
C
2
.
2
V
A
Q
U
E
R
O
S
E
W
E
R
P
&
P
(
C
O
N
T
.
)
C
2
.
1
0
S
E
W
E
R
D
E
T
A
I
L
S
C
2
.
1
1
S
E
W
E
R
D
E
T
A
I
L
S
(
C
O
N
T
.
)
C
3
.
0
O
V
E
R
A
L
L
W
A
T
E
R
P
L
A
N
C
3
.
1
V
A
Q
U
E
R
O
W
A
T
E
R
P
&
P
C
3
.
2
V
A
Q
U
E
R
O
&
T
S
C
H
A
C
H
E
W
A
T
E
R
P
&
P
(
C
O
N
T
.
)
C
3
.
1
0
W
A
T
E
R
D
E
T
A
I
L
S
C
3
.
1
1
W
A
T
E
R
D
E
T
A
I
L
S
(
C
O
N
T
.
)
C
4
.
0
O
V
E
R
A
L
L
S
T
O
R
M
W
A
T
E
R
P
L
A
N
C
4
.
1
V
A
Q
U
E
R
O
S
T
O
R
M
P
&
P
C
4
.
2
V
A
Q
U
E
R
O
S
T
O
R
M
P
&
P
(
C
O
N
T
.
)
C
4
.
1
0
S
T
O
R
M
D
E
A
T
I
L
S
C
4
.
1
1
S
T
R
M
D
E
T
A
I
L
S
(
C
O
N
T
.
)
C
5
.
0
O
V
E
R
A
L
L
R
O
A
D
P
L
A
N
C
5
.
1
V
A
Q
U
E
R
O
R
O
A
D
P
&
P
C
5
.
2
V
A
Q
U
E
R
O
R
O
A
D
P
&
P
(
C
O
N
T
.
)
C
5
.
4
I
N
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
C
5
.
1
0
R
O
A
D
D
E
T
A
I
L
S
C
5
.
1
1
R
O
A
D
D
E
T
A
I
L
S
(
C
O
N
T
.
)
B
Y
:
D
A
T
E
:
R
E
C
O
R
D
D
R
A
W
I
N
G
S
9
-
2
0
-
2
0
1
9
H
E
C
Sep 20, 2019 - 11:56amCAD FILE: M:\172708\Drawings\As-Built\_G1.1-GENERAL NOTES & LEGEND.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
A
S
N
O
T
E
D
G
1
.
1
G
E
N
E
R
A
L
N
O
T
E
S
&
L
E
G
E
N
D
S
A
N
I
T
A
R
Y
S
E
W
E
R
M
A
N
H
O
L
E
S
A
N
I
T
A
R
Y
S
E
W
E
R
S
E
R
V
I
C
E
S
T
A
N
D
A
R
D
F
I
R
E
H
Y
D
R
A
N
T
W
A
T
E
R
M
A
I
N
V
A
L
V
E
T
E
M
P
O
R
A
R
Y
B
L
O
W
-
O
F
F
H
Y
D
R
A
N
T
W
A
T
E
R
S
E
R
V
I
C
E
S
I
D
E
W
A
L
K
T
R
A
I
L
F
E
N
C
I
N
G
E
X
T
E
R
I
O
R
P
R
O
P
E
R
T
Y
L
I
N
E
I
N
T
E
R
I
O
R
P
R
O
P
E
R
T
Y
L
I
N
E
E
A
S
E
M
E
N
T
L
I
N
E
R
I
G
H
T
O
F
W
A
Y
R
O
A
D
C
E
N
T
E
R
L
I
N
E
P
R
O
P
O
S
E
D
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
M
A
I
N
P
R
O
P
O
S
E
D
8
"
W
A
T
E
R
M
A
I
N
P
R
O
P
O
S
E
D
1
6
"
S
E
W
E
R
M
A
I
N
P
R
O
P
O
S
E
D
C
U
R
B
A
N
D
G
U
T
T
E
R
E
X
I
S
T
I
N
G
B
U
R
I
E
D
F
I
B
E
R
O
P
T
I
C
L
I
N
E
E
X
I
S
T
I
N
G
B
U
R
I
E
D
G
A
S
L
I
N
E
E
X
I
S
T
I
N
G
O
V
E
R
H
E
A
D
P
O
W
E
R
E
X
I
S
T
I
N
G
8
"
W
A
T
E
R
L
I
N
E
E
X
I
S
T
I
N
G
1
6
"
W
A
T
E
R
L
I
N
E
E
X
I
S
T
I
N
G
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
L
I
N
E
S
E
C
T
I
O
N
C
O
R
N
E
R
M
O
N
U
M
E
N
T
1
4
S
E
C
T
I
O
N
M
O
N
U
M
E
N
T
C
O
N
T
R
O
L
P
O
I
N
T
(
S
E
E
B
E
N
C
H
M
A
R
K
S
)
P
R
O
P
O
S
E
D
C
U
L
V
E
R
T
P
R
O
P
O
S
E
D
S
T
O
R
M
M
A
N
H
O
L
E
I
N
C
U
R
B
P
R
O
P
O
S
E
D
C
A
T
C
H
B
A
S
I
N
S
I
N
C
U
R
B
P
R
O
P
O
S
E
D
S
T
O
R
M
D
R
A
I
N
P
I
P
E
S
T
O
R
M
D
R
A
I
N
A
G
E
F
L
O
W
D
I
R
E
C
T
I
O
N
E
X
I
S
T
I
N
G
S
E
W
E
R
M
A
N
H
O
L
E
E
X
I
S
T
I
N
G
F
I
R
E
H
Y
D
R
A
N
T
E
X
I
S
T
I
N
G
W
A
T
E
R
V
A
L
V
E
E
X
I
S
T
I
N
G
T
E
M
P
.
B
L
O
W
-
O
F
F
H
Y
D
R
A
N
T
M
A
S
T
E
R
L
I
N
E
&
S
Y
M
B
O
L
L
E
G
E
N
D
S
A
B
B
R
E
V
I
A
T
I
O
N
S
1.ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCEWITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (SIXTH EDITION), CITY OFBOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(2011), CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS (2011), AND OTHERCONTRACT PROVISIONS INCLUDED AND REFERENCED HEREIN.2.THE BENCHMARK DATUM USED FOR THIS PROJECT IS NAVD88.3.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. UTILITIES ARE KNOWNTO EXIST IN THE PROJECT AREA. THE 1-CALL NUMBER FOR MT IS 1-800-424-5555. ALLUTILITY INFORMATION SHOWN ON THE PLANS IS FROM THE BEST AVAILABLE DATA AT THETIME OF SITE SURVEY. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES FORLOCATIONS OF ALL UTILITY LINES AND SERVICES PRIOR TO CONSTRUCTIONCOMMENCEMENT.4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY MAJOR DISCREPANCIESBETWEEN FIELD CONDITIONS AND INFORMATION SHOWN ON PLANS.5.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONSPRIOR TO START OF CONSTRUCTION FOR THE APPROPRIATE UTILITY.6.MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATIONBETWEEN SEWER MAINS AND WATER MAINS.7.ALL MAINS AND SERVICE LINES WITH LESS THAN DESIGNED BURY DEPTHS SHALL BEINSULATED WITH ADEQUATE AMOUNT OF RIGID INSULATION BOARD (1" OF RIGIDINSULATION BOARD IS EQUIVALENT TO 1' OF BURY DEPTH).8.CONTRACTOR SHALL VERIFY WITH ENGINEER ALL EXCAVATION PROCEDURES INCLUDINGSTORAGE OF TOP SOIL, DISTRIBUTION OF EXCESS SOIL, ROUGH GRADE, FINISH GRADE,ETC.9.CONTRACTOR SHALL PROVIDE POSITIVE SITE DRAINAGE AWAY FROM BUILDINGS AND/ORSTORAGE FACILITIES ON ALL SIDES AND PROTECT MATERIAL STOCKPILES FROM EROSION.10.U.N.O., BACKFILLING SHALL BE DONE IN 8" LIFTS OR LESS ACCORDING TO THE SPECIFIEDCOMPACTION STANDARDS. FILL AND BACKFILL SHALL BE COMPACTED AT OR NEAROPTIMUM MOISTURE CONTENT PER MPWSS.11.ALL MATERIALS USED FOR PIPE BEDDING SHALL CONSIST OF CLEAN, GRANULARMATERIALS, AND SHALL CONFORM TO THE REQUIREMENTS LISTED FOR BEDDING MATERIALIN THE SPECIFIED STANDARDS.12.U.N.O. BACKFILL SHOULD BE COMPACTED TO 95% RELATIVE COMPACTION IN AREAS UNDERSTRUCTURES, UTILITIES, ROADWAYS, PARKING AREAS AND CONCRETE FLATWORK, AND TO90% RELATIVE COMPACTION IN UNDEVELOPED AREAS. RELATIVE COMPACTION SHALL BEIN ACCORDANCE WITH ASTM D698 COMPACTION TEST METHOD.13.THE CONTRACTOR SHALL SUBMIT CONSTRUCTION SUBMITTALS FOR ALL COMPONENTSBEFORE INSTALLING AND CONSTRUCTING THE IMPROVEMENTS AND PRIOR TO ORDERINGTHE MATERIALS. THE ENGINEER SHALL HAVE FIVE (5) WORKING DAYS TO REVIEW THESUBMITTALS.14.CONTRACTOR SHOULD TAKE NOTE CONSTRUCTION DE-WATERING IS MOST LIKELYNEEDED.15.THE ENGINEER IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING, PROVIDING;·VERTICAL CONTROL- PROVIDED BY SEVERAL BENCHMARKS THROUGHOUT THE SITE, ASSHOWN ON CONSTRUCTION PLANS. (SEE SHEET G1.2)·PIPING- HORIZONTAL AND VERTICAL CONTROL WILL BE GIVEN AT EACH CHANGE INHORIZONTAL ALIGNMENT, PIPE TERMINATION, STRUCTURE, EACH FITTING AND AT 50 FOOTINTERVALS ALONG THE PIPE OFFSET FROM EXCAVATIONS.·STRUCTURES- HORIZONTAL AND VERTICAL CONTROL WILL BE GIVEN AT THE PIPECENTERLINE OF EACH NEW STRUCTURE.·STRIPPING LIMITS, WATER, SEWER, AND STORM WATER STAKES WILL BE STAKED ONETIME EACH, WITH TBC STAKES BEING STAKED TWICE, ONCE FOR ROUGH GRADE AND FORFINAL GRADE. OTHER INSTANCES WILL BE STAKED AT THE REQUEST AND EXPENSE OFTHE CONTRACTOR.16.THE ENGINEER IS RESPONSIBLE FOR ALL CONSTRUCTION INSPECTION & QUALITYCONTROL;·THE ENGINEER SHALL BE RESPONSIBLE FOR QUALITY CONTROL TESTS AND INSPECTIONSTO CONTROL CONTRACTOR PRODUCTION AND CONSTRUCTION PROCESSES.·SAMPLING AND TESTING TO ASSURE SPECIFICATION CONFORMANCE AND PERFORMED BYTHE OWNER OR THE OWNER'S REPRESENTATIVE AS QUALITY ASSURANCE TESTING.·QUALITY ASSURANCE TESTING IS PERFORMED AT THE OWNER'S DISCRETION ANDFOLLOWING THE STANDARDS IN THE MPWSS AS WELL AS THE CITY OF BOZEMANMODIFICATIONS TO MPWSS.·CONTRACTOR TO REFERENCE SECTION 02230 OF THE CITY OF BOZEMAN MODIFICATIONSTO MPWSS FOR REQUIREMENTS ON EXCAVATION, BACKFILL AND COMPACTION.·TEMPORARY MATERIALS STORAGE AND STOCKPILE LOCATION SHALL BE WITHIN CLIENTPROPERTY IN THE VICINITY OF THE PROJECT SITE, U.N.O..·MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONTRACTDOCUMENTS AND SPECIFICATIONS.GENERAL CONSTRUCTION NOTES
H
Y
D
S
@
C
L
C
O
N
C
C
O
N
T
C
P
D
I
D
I
A
,
Ø
E
A
E
G
E
L
E
C
E
L
E
V
E
Q
F
G
F
M
H
,
H
T
H
O
R
I
Z
I
D
I
N
T
M
A
T
L
M
A
X
M
E
C
H
M
F
R
M
H
M
J
M
I
N
M
I
S
C
M
T
L
N
T
S
O
.
C
.
O
D
P
&
P
R
R
E
F
R
E
Q
'
D
R
O
W
S
C
H
E
D
S
D
I
S
F
S
I
M
S
P
E
C
S
Q
S
T
D
S
V
C
T
B
C
T
.
O
.
T
Y
P
U
.
N
.
O
.
W
/
W
/
O
A
T
C
E
N
T
E
R
L
I
N
E
C
O
N
C
R
E
T
E
C
O
N
T
I
N
U
O
U
S
C
O
N
T
R
O
L
P
O
I
N
T
D
R
A
I
N
I
N
L
E
T
D
I
A
M
E
T
E
R
E
A
C
H
E
X
I
S
T
I
N
G
G
R
A
D
E
E
L
E
C
T
R
I
C
A
L
E
L
E
V
A
T
I
O
N
E
Q
U
A
L
F
I
N
I
S
H
G
R
A
D
E
F
O
R
C
E
M
A
I
N
H
E
I
G
H
T
H
O
R
I
Z
O
N
T
A
L
I
N
S
I
D
E
D
I
A
M
E
T
E
R
I
N
T
E
R
I
O
R
M
A
T
E
R
I
A
L
M
A
X
I
M
U
M
M
E
C
H
A
N
I
C
A
L
M
A
N
U
F
A
C
T
U
R
E
R
M
A
N
H
O
L
E
M
E
C
H
A
N
I
C
A
L
J
O
I
N
T
M
I
N
I
M
U
M
M
I
S
C
E
L
L
A
N
E
O
U
S
M
E
T
A
L
N
O
T
T
O
S
C
A
L
E
O
N
C
E
N
T
E
R
O
U
T
S
I
D
E
D
I
A
M
E
T
E
R
P
L
A
N
&
P
R
O
F
I
L
E
R
A
D
I
U
S
R
E
F
E
R
E
N
C
E
R
E
Q
U
I
R
E
D
R
I
G
H
T
O
F
W
A
Y
S
C
H
E
D
U
L
E
S
T
O
R
M
D
R
A
I
N
I
N
L
E
T
S
Q
U
A
R
E
F
E
E
T
S
I
M
I
L
A
R
S
P
E
C
I
F
I
C
A
T
I
O
N
S
Q
U
A
R
E
S
T
A
N
D
A
R
D
S
E
R
V
I
C
E
T
O
P
B
A
C
K
O
F
C
U
R
B
T
O
P
O
F
T
Y
P
I
C
A
L
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
W
I
T
H
W
I
T
H
O
U
T
8
'
'
S
8
'
'
W
1
6
'
'
W
G
A
S
F
O
O
H
P
8
'
'
W
1
6
'
'
W
S
T
GENERA
L
S
E
W
E
R
C
O
N
S
T
R
U
C
T
I
O
N
N
O
T
E
S
1.THE CON
T
R
A
C
T
O
R
S
H
A
L
L
A
D
J
U
S
T
A
L
L
M
A
N
H
O
L
E
S
A
N
D
L
I
D
S
T
O
F
I
N
A
L
G
R
A
D
E
U
P
O
N
COMPLE
T
I
O
N
O
F
A
L
L
C
I
V
I
L
/
S
I
T
E
C
O
N
S
T
R
U
C
T
I
O
N
.
A
N
Y
P
R
O
P
E
R
T
I
E
S
D
A
M
A
G
E
D
O
R
OTHERWI
S
E
D
I
S
T
U
R
B
E
D
B
Y
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
P
A
I
R
E
D
A
T
T
H
E
CONTRA
C
T
O
R
S
O
W
N
E
X
P
E
N
S
E
.
2.SANITAR
Y
S
E
W
E
R
S
Y
S
T
E
M
I
N
S
T
A
L
L
A
T
I
O
N
S
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
L
L
APPLICA
B
L
E
C
O
D
E
S
A
N
D
R
E
G
U
L
A
T
I
O
N
S
.
3.SANITAR
Y
S
E
W
E
R
S
T
U
B
-
O
U
T
S
F
O
R
F
U
T
U
R
E
C
O
N
N
E
C
T
I
O
N
S
H
A
L
L
B
E
C
A
P
P
E
D
8
'
P
A
S
T
T
H
E
PROPER
T
Y
L
I
N
E
.
T
H
E
C
A
P
P
I
N
G
O
F
T
H
E
S
A
N
I
T
A
R
Y
S
E
W
E
R
M
A
I
N
S
A
N
D
S
E
R
V
I
C
E
S
S
H
A
L
L
INCLUDE
A
P
L
U
G
/
C
A
P
A
N
D
W
O
O
D
M
A
R
K
E
R
P
O
S
T
P
A
I
N
T
E
D
G
R
E
E
N
.
4.PIPE LEN
G
T
H
S
A
R
E
C
A
L
C
U
L
A
T
E
D
F
R
O
M
E
D
G
E
O
F
S
T
R
U
C
T
U
R
E
T
O
E
D
G
E
O
F
S
T
R
U
C
T
U
R
E
.
THE PIPE
G
R
A
D
E
S
S
H
O
W
N
A
R
E
C
A
L
C
U
L
A
T
E
D
F
R
O
M
A
C
T
U
A
L
D
I
S
T
A
N
C
E
S
B
E
T
W
E
E
N
INVERT I
N
A
N
D
I
N
V
E
R
T
O
U
T
T
O
I
L
L
U
S
T
R
A
T
E
A
C
T
U
A
L
S
L
O
P
E
.
GENERA
L
W
A
T
E
R
C
O
N
S
T
R
U
C
T
I
O
N
N
O
T
E
S
1.THE CON
T
R
A
C
T
O
R
S
H
A
L
L
A
D
J
U
S
T
A
L
L
V
A
L
V
E
B
O
X
E
S
A
N
D
C
U
R
B
B
O
X
E
S
T
O
F
I
N
A
L
G
R
A
D
E
UPON CO
M
P
L
E
T
I
O
N
O
F
A
L
L
C
I
V
I
L
/
S
I
T
E
C
O
N
S
T
R
U
C
T
I
O
N
.
A
N
Y
P
R
O
P
E
R
T
I
E
S
D
A
M
A
G
E
D
O
R
OTHERWI
S
E
D
I
S
T
U
R
B
E
D
B
Y
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
P
A
I
R
E
D
A
T
T
H
E
CONTRA
C
T
O
R
S
O
W
N
E
X
P
E
N
S
E
.
2.WATER S
E
R
V
I
C
E
S
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
U
N
D
E
R
P
R
O
P
O
S
E
D
U
T
I
L
I
T
I
E
S
T
O
M
A
I
N
T
A
I
N
1
8
"
VERTICA
L
S
E
P
A
R
A
T
I
O
N
(
U
.
N
.
O
.
)
.
C
A
R
E
S
H
A
L
L
B
E
T
A
K
E
N
T
O
I
N
S
U
R
E
H
I
G
H
P
O
I
N
T
S
A
R
E
N
O
T
CREATE
D
I
N
T
H
E
S
E
R
V
I
C
E
L
I
N
E
S
.
3.WATER S
Y
S
T
E
M
I
N
S
T
A
L
L
A
T
I
O
N
S
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
L
L
A
P
P
L
I
C
A
B
L
E
C
O
D
E
S
AND REG
U
L
A
T
I
O
N
S
.
4.CONTRA
C
T
O
R
T
O
M
A
I
N
T
A
I
N
O
R
P
R
O
V
I
D
E
A
C
C
E
S
S
T
O
A
L
L
R
E
S
I
D
E
N
T
I
A
L
H
O
M
E
S
A
N
D
/
O
R
COMMER
C
I
A
L
B
U
S
I
N
E
S
S
E
S
F
O
R
T
H
E
D
U
R
A
T
I
O
N
O
F
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
P
R
O
J
E
C
T
.
5.SIZE OF
F
I
T
T
I
N
G
(
S
)
S
H
O
W
N
O
N
D
R
A
W
I
N
G
S
C
O
R
R
E
S
P
O
N
D
T
O
A
D
J
A
C
E
N
T
S
T
R
A
I
G
H
T
R
U
N
OF PIPE
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
I
N
D
I
C
A
T
E
D
.
T
Y
P
E
O
F
J
O
I
N
T
A
N
D
F
I
T
T
I
N
G
M
A
T
E
R
I
A
L
S
H
A
L
L
BE THE S
A
M
E
A
S
S
H
O
W
N
F
O
R
A
D
J
A
C
E
N
T
S
T
R
A
I
G
H
T
R
U
N
O
F
P
I
P
E
.
6.THE CON
T
R
A
C
T
O
R
S
H
A
L
L
N
O
T
I
F
Y
T
H
E
W
A
T
E
R
D
E
P
A
R
T
M
E
N
T
A
M
I
N
I
M
U
M
O
F
2
4
-
H
O
U
R
S
PRIOR T
O
B
E
G
I
N
N
I
N
G
A
N
Y
W
O
R
K
.
C
I
T
Y
O
F
B
O
Z
E
M
A
N
W
I
L
L
O
P
E
R
A
T
E
A
L
L
E
X
I
S
T
I
N
G
VALVES.7.WATER S
Y
S
T
E
M
S
T
U
B
O
U
T
S
F
O
R
F
U
T
U
R
E
C
O
N
N
E
C
T
I
O
N
S
S
H
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
W
I
T
H
A CURB S
T
O
P
8
'
P
A
S
T
T
H
E
R
I
G
H
T
O
F
W
A
Y
.
T
H
E
W
A
T
E
R
S
E
R
V
I
C
E
S
S
H
A
L
L
I
N
C
L
U
D
E
A
C
U
R
B
STOP AN
D
S
T
E
E
L
P
O
S
T
P
A
I
N
T
E
D
B
L
U
E
.
8.ALL VALV
E
S
,
E
N
D
C
A
P
S
A
N
D
P
I
P
I
N
G
T
E
E
S
,
C
R
O
S
S
E
S
A
N
D
B
E
N
D
S
G
R
E
A
T
E
R
T
H
A
N
O
R
EQUAL T
O
2
2
.
5
°
M
U
S
T
H
A
V
E
T
H
E
P
R
O
P
E
R
T
H
R
U
S
T
B
L
O
C
K
I
N
G
I
N
P
L
A
C
E
.
M
E
G
A
-
L
U
G
S
C
A
N
BE USED
A
S
P
R
O
P
E
R
T
H
R
U
S
T
B
L
O
C
K
I
N
G
(
W
I
T
H
A
P
P
R
O
V
E
D
L
E
N
G
T
H
S
O
F
P
I
P
E
)
.
GENERA
L
S
T
O
R
M
D
R
A
I
N
A
G
E
C
O
N
S
T
R
U
C
T
I
O
N
N
O
T
E
S
1.THE CON
T
R
A
C
T
O
R
S
H
A
L
L
A
D
J
U
S
T
A
L
L
S
T
O
R
M
D
R
A
I
N
I
N
L
E
T
S
T
O
F
I
N
A
L
G
R
A
D
E
U
P
O
N
COMPLE
T
I
O
N
O
F
A
L
L
C
I
V
I
L
/
S
I
T
E
C
O
N
S
T
R
U
C
T
I
O
N
.
A
N
Y
P
R
O
P
E
R
T
I
E
S
D
A
M
A
G
E
D
O
R
OTHERWI
S
E
D
I
S
T
U
R
B
E
D
B
Y
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
P
A
I
R
E
D
A
T
T
H
E
CONTRA
C
T
O
R
S
O
W
N
E
X
P
E
N
S
E
.
2.STORM S
E
W
E
R
S
Y
S
T
E
M
I
N
S
T
A
L
L
A
T
I
O
N
S
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
L
L
A
P
P
L
I
C
A
B
L
E
CODES A
N
D
R
E
G
U
L
A
T
I
O
N
S
.
3.ALL UTILI
T
I
E
S
C
R
O
S
S
I
N
G
T
H
E
S
T
O
R
M
S
E
W
E
R
M
A
I
N
S
H
A
L
L
M
A
I
N
T
A
I
N
1
8
"
O
F
S
E
P
A
R
A
T
I
O
N
OR PROV
I
D
E
R
I
G
I
D
I
N
S
U
L
A
T
I
O
N
A
P
P
R
O
V
E
D
F
O
R
B
U
R
Y
T
O
P
R
O
V
I
D
E
1
8
"
E
Q
U
I
V
A
L
E
N
T
SEPARAT
I
O
N
.
4.PIPE LEN
G
T
H
S
A
R
E
C
A
L
C
U
L
A
T
E
D
F
R
O
M
E
D
G
E
O
F
S
T
R
U
C
T
U
R
E
T
O
E
D
G
E
O
F
S
T
R
U
C
T
U
R
E
.
THE PIPE
G
R
A
D
E
S
S
H
O
W
N
A
R
E
C
A
L
C
U
L
A
T
E
D
F
R
O
M
A
C
T
U
A
L
D
I
S
T
A
N
C
E
S
B
E
T
W
E
E
N
I
N
V
E
R
T
IN AND IN
V
E
R
T
O
U
T
T
O
I
L
L
U
S
T
R
A
T
E
A
C
T
U
A
L
S
L
O
P
E
.
GENERA
L
R
O
A
D
C
O
N
S
T
R
U
C
T
I
O
N
N
O
T
E
S
1.CONTRA
C
T
O
R
T
O
C
O
O
R
D
I
N
A
T
E
W
I
T
H
E
N
G
I
N
E
E
R
I
F
U
S
I
N
G
G
P
S
G
R
A
D
E
C
O
N
T
R
O
L
EQUIPME
N
T
F
O
R
R
O
A
D
C
O
N
S
T
R
U
C
T
I
O
N
,
P
R
I
O
R
T
O
S
T
A
R
T
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
8
'
'
S
C
P
B
Y
:
D
A
T
E
:
R
E
C
O
R
D
D
R
A
W
I
N
G
S
9
-
2
0
-
2
0
1
9
G
A
S
G
A
S
S 8''S8''S
8
'
'
W
8
'
'
W
8''
W
8''
W
8''
W
8''W8''S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
8''
S
8''
S
8''
S
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
S
T
S
T
S
T
S
T
S
T
ST ST
8''S
8''S
8''S
8''S 8''S 8''S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
S
S
S
HYD HYD8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
0+001+002+00
3+00
4+00
5+00
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
0
+
5
2
B
L
O
C
K
9
L
O
T
9
L
O
T
8
L
O
T
7
L
O
T
5
L
O
T
6
P
H
A
S
E
4
H
L
O
T
9
L
O
T
8
L
O
T
7
L
O
T
6
L
O
T
5
L
O
T
4
L
O
T
3
L
O
T
2
L
O
T
1
P
H
A
S
E
4
G
B
L
O
C
K
1
0
P
H
A
S
E
4
F
P
H
A
S
E
4
F
L
O
L
O
W
A
Y
T
S
C
H
A
C
H
E
L
A
N
E
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
470047054710
H
E
C
Oct 08, 2019 - 9:52amCAD FILE: M:\172708\Drawings\As-Built\C1.0 OVERALL.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
0
'
8
0
'
1
6
0
'
2
4
0
'
1
"
=
8
0
'
O
V
E
R
A
L
L
S
I
T
E
P
L
A
N
C
1
.
0
P
R
O
J
E
C
T
E
N
D
S
T
A
.
1
8
+
0
0
PROJECT BEGINSTA. 0+29.47 CONNECT TO EXTG8" WATER MAIN
C
O
N
N
E
C
T
T
O
E
X
T
G
8
"
W
A
T
E
R
M
A
I
N
EXISTIN
G
S
T
O
R
M
PO
N
D
7
P
R
O
P
O
S
E
D
R
C
P
-
A
R
C
H
C
U
L
V
E
R
T
3
R
C
P
-
A
R
C
H
C
U
L
V
E
R
T
1
EX. SPRING DITCH STORMPOND 5B
S
T
O
R
M
P
O
N
D
1
B
FIRE HYDRANT
S
S
W
R
M
A
I
N
(
T
Y
P
.
)
S
S
W
R
M
H
(
T
Y
P
.
)
FUTURE PROJECT FUTURE TIE-IN
F
U
T
U
R
E
T
I
E
-
I
N
WATER MAIN (TYP.)
C
O
N
N
E
C
T
T
O
E
X
T
G
.
S
S
W
R
M
A
I
N
S
T
U
B
S
T
O
R
M
I
N
L
E
T
(
T
Y
P
.
)
U
N
D
E
R
G
R
O
U
N
D
D
R
Y
U
T
I
L
I
T
Y
C
O
N
D
U
I
T
S
P
E
R
N
W
E
(
T
Y
P
.
)
7
5
'
E
X
I
S
T
I
N
G
R
O
A
D
W
A
Y
E
A
S
E
M
E
N
T
A
P
P
R
O
A
C
H
T
O
C
O
U
N
T
Y
P
R
O
P
E
R
T
Y
(
T
Y
P
.
)
W
A
T
E
R
/
S
E
W
E
R
S
E
R
V
I
C
E
T
O
C
O
U
N
T
Y
P
R
O
P
E
R
T
Y
E
X
I
S
T
I
N
G
W
A
T
E
R
M
A
I
N
(
T
Y
P
.
)
E
X
I
S
T
I
N
G
S
E
W
E
R
M
A
I
N
(
T
Y
P
.
)
T
H
E
C
R
O
S
S
I
N
G
A
T
B
A
X
T
E
R
M
E
A
D
O
W
S
BY: DATE:RECORD DRAWINGS9-20-2019
G
A
S
G
A
S
S 8''S8''S
8
'
'
W
8
'
'
W
8''
W
8''
W
8''
W
8''W8''S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
8''
S
8''
S
8''
S
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
S
T
S
T
S
T
S
T
S
T
ST STHYD HYD8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
470047054710
B
L
O
C
K
9
L
O
T
9
L
O
T
8
L
O
T
7
L
O
T
5
L
O
T
6
P
H
A
S
E
4
H
L
O
T
9
L
O
T
8
L
O
T
7
L
O
T
6
L
O
T
5
L
O
T
4
L
O
T
3
L
O
T
2
L
O
T
1
P
H
A
S
E
4
G
B
L
O
C
K
1
0
P
H
A
S
E
4
F
P
H
A
S
E
4
F
L
O
L
O
W
A
Y
T
S
C
H
A
C
H
E
L
A
N
E
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
8''S
8''S
8''S
8''S 8''S 8''S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
S
S
S
0+001+002+003+00
4+00
5+00
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
0
+
5
2
S
H
E
C
Oct 08, 2019 - 8:45amCAD FILE: M:\172708\Drawings\As-Built\C2.0 SEWER.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
0
'
8
0
'
1
6
0
'
2
4
0
'
1
"
=
8
0
'
O
V
E
R
A
L
L
S
E
W
E
R
P
L
A
N
C
2
.
0
C
O
N
N
E
C
T
T
O
E
X
T
G
.
S
E
W
E
R
M
A
I
N
S
T
U
B
C
O
N
N
E
C
T
T
O
E
X
T
G
.
S
E
W
E
R
M
A
I
N
S
T
U
B
E
N
D
P
R
O
J
E
C
T
S
T
A
.
1
8
+
0
0
PROJECT BEGINSTA. 0+29.47
1
.
A
L
S
O
S
E
E
N
O
T
E
S
O
N
S
H
E
E
T
G
1
.
1
.
2
.
P
R
O
T
E
C
T
I
N
P
L
A
C
E
A
L
L
E
X
I
S
T
I
N
G
U
T
I
L
I
T
I
E
S
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
I
F
C
O
N
F
L
I
C
T
E
X
I
S
T
S
,
N
O
T
I
F
Y
T
H
E
E
N
G
I
N
E
E
R
I
M
M
E
D
I
A
T
E
L
Y
.
3
.
E
X
I
S
T
I
N
G
V
E
G
E
T
A
T
I
O
N
O
U
T
S
I
D
E
O
F
R
O
A
D
W
A
Y
C
U
T
F
I
L
L
S
L
O
P
E
S
M
U
S
T
B
E
P
R
O
T
E
C
T
E
D
.
E
X
I
S
T
I
N
G
V
E
G
E
T
A
T
I
O
N
W
I
T
H
I
N
T
H
E
N
E
W
R
O
A
D
W
A
Y
P
R
I
S
M
I
S
T
O
B
E
R
E
M
O
V
E
D
A
N
D
D
I
S
P
O
S
E
D
O
F
B
Y
T
H
E
C
O
N
T
R
A
C
T
O
R
.
4
.
A
L
L
S
E
W
E
R
S
E
R
V
I
C
E
S
T
O
B
E
L
O
C
A
T
E
D
1
5
'
O
F
F
T
H
E
D
O
W
N
S
T
R
E
A
M
P
R
O
P
E
R
T
Y
L
I
N
E
,
E
N
D
I
N
G
8
'
I
N
S
I
D
E
O
F
T
H
E
P
R
O
P
E
R
T
Y
L
I
N
E
.
5
.
A
L
L
S
E
W
E
R
M
A
N
H
O
L
E
S
A
R
E
T
O
B
E
W
A
T
E
R
P
R
O
O
F
E
D
,
A
S
G
R
O
U
N
D
W
A
T
E
R
W
I
L
L
M
O
S
T
L
I
K
E
L
Y
B
E
A
F
A
C
T
O
R
.
G
E
N
E
R
A
L
S
E
W
E
R
N
O
T
E
S
4
8
"
Ø
M
A
N
H
O
L
E
(
T
Y
P
.
)
4
"
S
C
H
4
0
S
V
C
.
(
T
Y
P
.
)
SSWR MAIN STUBFOR FUTURETIE-IN
7
5
'
E
X
I
S
T
I
N
G
R
O
A
D
W
A
Y
E
A
S
E
M
E
N
T
BY: DATE:RECORD DRAWINGS9-20-2019
4685 4690 4700 4710 4720
4
6
8
5
4
6
9
0
4
7
0
0
4
7
1
0
4
7
2
0
-1+00 4700.44700.440+00 4701.34701.104699.04701.761+00 4700.64702.424701.74703.082+00 4702.04703.754702.84704.413+00 4703.34705.074704.0
4705.73
4
+
0
0
4704.6
4706.39
4705.2
4707.06
5
+
0
0
4705.9
4707.72
4706.5
4708.38
6
+
0
0
4707.2
4709.04
4707.7
4709.70
7
+
0
0
4708.0
4710.37
4708.8
4711.03
8
+
0
0
4709.2
4711.69
4710.1
4712.34
9
+
0
0
4710.6
4712.94
4711.6
4713.45
1
0
+
0
0
4713.0
4713.89
4713.4
4714.26
1
1
+
0
0
4713.6
4714.62
4714.4
4714.97
1
2
+
0
0
4714.3
4715.33
4713.7
4715.69
1
3
+
0
0
EX SS MH #2 (4A)STA. 0+05.75 (-5.19' L)RIM ELEV = 4700.278"∅ INV IN = 4691.158"∅ INV IN = 4691.158"∅ INV OUT = 4690.958" Ø SDR35 PVC L=164.31' S=-2.085%SSMH-1STA. 2+00.22 (0.00' )RIM ELEV = 4703.088"∅ INV IN = 4695.338"∅ INV OUT = 4695.138" Ø SDR35 PVC L=181.78' S=-1.302%
8
"
Ø
S
D
R
3
5
P
V
C
L
=
3
4
8
.
5
9
'
S
=
-
1
.
2
9
7
%
SSMH-3
STA. 7+39.90 (-0.08' L)
RIM ELEV = 4710.23
8"∅ INV OUT = 4702.42
STA. 0+90.9836" x 58" RCP-ARCHINV. ELEV.= 4695.57 STA. 2+20.1524"Ø A2000 PVC PIPEINV. ELEV.= 4699.49
S
T
A
.
6
+
5
6
.
8
7
1
2
"
Ø
A
2
0
0
0
P
V
C
P
I
P
E
I
N
V
.
E
L
E
V
.
=
4
7
0
5
.
9
7
D
R
Y
U
T
I
L
I
T
Y
C
O
N
D
U
I
T
S
(
T
Y
P
.
)
I
N
S
T
A
L
L
P
E
R
N
W
E
S
T
A
N
D
A
R
D
S
MH-2STA. 3+86.10 (0.00' )
RIM ELEV = 4705.55
8"∅ INV IN = 4697.90
8"∅ INV IN = 4697.90
8"∅ INV OUT = 4697.70
S
T
A
.
4
+
2
1
.
7
3
1
5
"
Ø
A
2
0
0
0
P
V
C
P
I
P
E
I
N
V
.
E
L
E
V
.
=
4
7
0
1
.
6
6
℄ TSCHACHE LANE
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
ST ST ST ST
8''
S
8''
S
8''
S
8''
S
8''
S
8''
S
8''S 8''S 8''S 8''S 8''S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
S
S
G
A
S
G
A
S
G
A
S
GAS
S 8''S8''S8''S 8''W8''W8''W8''W 8''S 8''S 8''S 8''S
S
8''S
8''S
8''S
8''S
8''S
8''S
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
HY
D
BL
O
C
K
9
LOT
8
LOT
7
LOT 5
LOT
6
P
H
A
S
E
4
H
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT
4
LOT
3
LOT 2LOT 1
P
H
A
S
E
4
G
BL
O
C
K
1
0
PHASE 4
F
PHASE 4
F
LOLO WAY
TSCHAC
H
E
L
A
N
E
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
HYD HYD
8
'
'
W
8''W8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
SVC @ STA.3+58.45
'
(
-
4
5
.
5
0
'
)
SVC @ STA.2+35.07' (-45.50')SVC @ STA.2+96.11' (-45.50')
SVC @
S
T
A
.
4
+
1
7
.
7
0
'
(
-
4
5
.
5
0
'
)
SVC @ ST
A
.
4
+
8
2
.
0
7
'
(
-
4
5
.
5
0
'
)
SVC @ STA.5
+
4
3
.
6
9
'
(
-
4
5
.
5
0
'
)
SVC @ STA.6+06.39' (-45.50')
SVC @ STA.6+68.61' (-45.50')
SVC @ STA.7+31.04' (-45.50')
EX SS MH #2 (4A)SSMH-1
S
S
M
H
-
3
S
S
M
H
-
4
0+001+002+003+00
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
E
X
.
S
S
M
H
#
2
(
4
F
)
8
7
°
104°172°
S
S
M
H
-
4
S
S
M
H
-
4
MH-2 S
0
'
5
0
'
1
0
0
'
1
5
0
'
S
C
A
L
E
1
"
=
5
0
'
H
O
R
I
Z
.
1
"
=
5
'
V
E
R
T
.
C
O
N
T
O
U
R
I
N
T
E
R
V
A
L
=
1
'
V
A
Q
U
E
R
O
S
E
W
E
R
P
&
P
S
T
A
.
-
1
+
0
0
T
O
S
T
A
.
1
3
+
0
0
A
S
N
O
T
E
D
EXISTING GRND. ELEV. @ ℄
FINISHED GRND. ELEV. @ ℄
V
A
Q
U
E
R
O
S
E
W
E
R
P
&
P
C
2
.
1
MATCH LINE STA. 8+00
MATCH LINE SHEET C2.2
BEGIN PROJECTSTA. 0+33.75 BEGIN PROJECTCONNECT TO EXTG.SEWER MAIN STUBSTA. 0+33.75
MATCH LINE STA. 8+0
0
MATCH LINE SHEET C2
.
2
5
'
M
I
N
.
B
U
R
Y
D
E
P
T
H
CONTRACTOR TOCONNECT INTO EXISTING8" SEWER MAIN STUBSTA. 0+33.75, ≈ INV. ELEV.= 4691.74
H
E
C
Oct 08, 2019 - 8:46amCAD FILE: M:\172708\Drawings\As-Built\C2.1 SEWER P&P.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
18" MIN.
8
"
Ø
S
D
R
3
5
P
V
C
S
L
O
P
E
=
1
.
1
5
%
L
E
N
G
T
H
=
3
6
'
I
N
S
T
A
L
L
E
N
D
C
A
P
BY: DATE:RECORD DRAWINGS9-20-2019 SSWR STUB LOCATED UNDER EXISTING ASPHALTAPPROX. 14" FROM THE EDGE OF ASPHALT,7-1/2' NORTH OF SOUTHERN CURBLINE SSWR MH TO CONNECTTO EXISTING SSWR MAIN
4700 4710 4720 4730 4740
4
7
0
0
4
7
1
0
4
7
2
0
4
7
3
0
4
7
4
0
4708.04710.377+50 4708.84711.038+00 4709.24711.694710.14712.349+00 4710.64712.944711.64713.4510+00 4713.04713.894713.44714.2611+00 4713.64714.624714.44714.9712+00 4714.3
4715.33
4713.7
4715.69
1
3
+
0
0
4714.3
4716.04
4715.2
4716.40
1
4
+
0
0
4715.7
4716.76
4715.8
4717.11
1
5
+
0
0
4715.5
4717.47
4715.4
4717.83
1
6
+
0
0
4715.8
4718.18
4716.9
4718.54
1
7
+
0
0
4714.9
4718.90
4719.2
1
8
+
0
0
4719.6
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
2
1
+
5
0
SSMH-5
STA. 14+57.61 (0.00' L)
RIM ELEV = 4716.81
8"∅ INV OUT = 4711.03
8
"
Ø
S
D
R
3
5
P
V
C
L
=
1
9
6
.
0
4
'
S
=
-
1
.
1
1
9
%
SSMH-4
STA. 12+57.36 (0.00' )
RIM ELEV = 4715.38
8"∅ INV IN = 4708.84
8"∅ INV OUT = 4708.64
8" Ø SDR35 PVC L=265.71' S=-1.117%EX. SSMH #2 (4F)STA. 9+83.55 (-5.10' L)RIM ELEV = 4713.148"∅ INV IN = 4705.628"∅ INV OUT = 4705.43STA. 10+14.5615"Ø A2000 PVC PIPEINV. ELEV.= 4709.53
S
T
A
.
1
6
+
3
3
.
3
6
1
2
"
Ø
A
2
0
0
0
P
V
C
P
I
P
E
I
N
V
.
E
L
E
V
.
=
4
7
1
4
.
9
0
S
T
A
.
1
7
+
4
1
.
2
9
3
6
"
X
5
8
"
R
C
P
-
A
R
C
H
I
N
V
.
E
L
E
V
.
=
4
7
1
2
.
8
4
STA. 9+72.428"Ø WATER MAIN PIPEINV. ELEV.= 4705.18 ℄ TSCHACHE LANE
D
R
Y
U
T
I
L
I
T
Y
C
O
N
D
U
I
T
S
(
T
Y
P
.
)
I
N
S
T
A
L
L
P
E
R
N
W
E
S
T
A
N
D
A
R
D
S
STSTSTST 8''S8''S8''S8''S8''S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
S
GASGASGASGAS
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
S 8''S 8''S 8''S8''W8''W HYD
B
L
O
C
K
9
LOT 9
LOT 8
LOT 7
LOT
5
LOT 6
P
H
A
S
E
4
H
PHASE 4FTSCHACHE
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
SVC @ STA.12+02
.
1
0
'
(
-
4
5
.
5
0
'
)
SVC @
S
T
A
.
1
2
+
6
3
.
3
8
'
(
-
4
5
.
5
0
'
)
SVC @ S
T
A
.
1
3
+
2
5
.
2
8
'
(
-
4
5
.
5
0
'
)
SVC @ STA.10+28.36' (45.50')
SVC @ STA.
1
3
+
8
7
.
1
9
'
(
-
4
5
.
5
0
'
)
SVC @ STA.14+49.5
4
'
(
-
4
5
.
5
0
'
)
SSMH-3SSMH-
4
8+009+0010+0011+0012+00
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
0
+
5
2
EX. SSMH #2 (4F)FOR FUTURE CONNECTION
S
S
M
H
-
5
SVC @
S
T
A
.
1
2
+
8
7
.
0
6
'
(
4
5
.
5
0
'
)
FOR FU
T
U
R
E
C
O
N
N
E
C
T
I
O
N
1
6
8
°
SSMH-
4
SSMH-
4
0
'
5
0
'
1
0
0
'
1
5
0
'
S
C
A
L
E
1
"
=
5
0
'
H
O
R
I
Z
.
1
"
=
5
'
V
E
R
T
.
C
O
N
T
O
U
R
I
N
T
E
R
V
A
L
=
1
'
V
A
Q
U
E
R
O
S
E
W
E
R
P
&
P
(
C
O
N
T
.
)
S
T
A
.
7
+
5
0
T
O
S
T
A
.
2
1
+
5
0
A
S
N
O
T
E
D
EXISTING GRND. ELEV. @ ℄
FINISHED GRND. ELEV. @ ℄
V
A
Q
U
E
R
O
S
E
W
E
R
P
&
P
(
C
O
N
T
.
)
C
2
.
2
E
N
D
P
R
O
J
E
C
T
S
T
A
.
1
8
+
0
0
CONTRACTOR TO REMOVEEXISTING 5' SEWER MAIN STUB& START NEW 8" SEWER MAIN
H
E
C
Oct 08, 2019 - 8:46amCAD FILE: M:\172708\Drawings\As-Built\C2.1 SEWER P&P.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
MATCH LINE STA. 8+00MATCH LINE SHEET C2.1MATCH LINE STA. 8+00MATCH LINE SHEET C2.15' MIN.BURY DEPTH CONTRACTOR TO REMOVEEXISTING TOP CONE SECTION,ADD 1.86' BARREL, RE-INSTALLTOP CONE SECTIONBY: DATE:RECORD DRAWINGS9-20-2019
S
C
A
L
E
:
N
.
T
.
S
.
5
1
U
T
I
L
I
T
Y
T
R
E
N
C
H
S
C
A
L
E
:
N
.
T
.
S
.
5
2
S
E
W
E
R
S
E
R
V
I
C
E
(
C
o
B
D
R
A
W
I
N
G
N
O
.
2
0
7
3
0
-
2
)
C
O
M
P
A
C
T
E
D
B
A
C
K
F
I
L
L
S
E
R
V
I
C
E
I
N
V
E
R
T
N
O
L
O
W
E
R
T
H
A
N
S
P
R
I
N
G
L
I
N
E
O
F
S
E
W
E
R
M
A
I
N
F
O
R
W
Y
E
F
I
T
T
I
N
G
S
S
E
W
E
R
M
A
I
N
I
N
-
L
I
N
E
W
Y
E
F
I
T
T
I
N
G
S
F
O
R
N
E
W
I
N
S
T
A
L
L
A
T
I
O
N
S
.
4
5
°
E
L
B
O
W
P
L
U
G
2
"
x
2
"
W
O
O
D
M
A
R
K
E
R
S
E
R
V
I
C
E
L
I
N
E
:
S
L
O
P
E
=
1
/
4
"
P
E
R
F
O
O
T
M
I
N
.
1
/
2
"
P
E
R
F
O
O
T
M
A
X
P
R
O
P
E
R
T
Y
L
I
N
E
O
R
E
A
S
E
M
E
N
T
L
I
N
E
G
R
O
U
N
D
S
U
R
F
A
C
E
G
R
E
E
N
S
T
E
E
L
P
O
S
T
A
T
E
N
D
O
F
S
E
R
V
I
C
E
S
E
R
V
I
C
E
P
I
P
E
T
Y
P
E
2
P
I
P
E
B
E
D
D
I
N
G
W
H
E
R
E
R
E
Q
U
I
R
E
D
F
O
R
S
O
F
T
O
R
U
N
S
T
A
B
L
E
F
O
U
N
D
A
T
I
O
N
T
Y
P
E
1
P
I
P
E
B
E
D
D
I
N
G
P
L
A
C
E
D
I
N
6
"
M
A
X
.
L
A
Y
E
R
S
A
N
D
C
O
M
P
A
C
T
E
D
T
H
O
R
O
U
G
H
L
Y
S
E
L
E
C
T
T
Y
P
E
1
B
E
D
D
I
N
G
M
A
T
E
R
I
A
L
P
L
A
C
E
D
I
N
6
"
L
A
Y
E
R
S
A
N
D
C
O
M
P
A
C
T
E
D
T
H
O
R
O
U
G
H
L
Y
N
O
T
E
:
S
L
O
P
I
N
G
,
B
E
N
C
H
I
N
G
O
R
S
U
P
P
O
R
T
S
Y
S
T
E
M
S
S
H
A
L
L
C
O
N
F
O
R
M
W
/
O
.
S
.
H
.
A
.
C
O
N
S
T
R
.
S
T
A
N
D
A
R
D
S
F
O
R
E
X
C
A
V
A
T
I
O
N
S
.
M
O
U
N
D
T
R
E
N
C
H
W
/
6
"
N
A
T
I
V
E
T
O
P
S
O
I
L
O
R
S
U
B
G
R
A
D
E
P
R
E
P
.
A
S
R
E
Q
'
D
T
Y
P
E
'
A
'
O
R
'
B
'
T
R
E
N
C
H
B
A
C
K
F
I
L
L
A
S
P
E
R
P
L
A
N
S
T
R
E
N
C
H
W
I
D
T
H
=
S
E
E
S
C
H
E
D
U
L
E
I
N
S
T
A
L
L
D
E
T
E
C
T
A
B
L
E
W
A
R
N
I
N
G
T
A
P
E
1
.
5
'
M
A
X
D
E
P
T
H
(
S
E
W
E
R
)
MINIMUM
DEPTH COVER
6
"
4
"
S
E
E
S
C
H
E
D
U
L
E
N
O
T
E
S
:
1
.
S
E
E
O
.
S
.
H
.
A
.
C
O
N
S
T
R
U
C
T
I
O
N
S
T
A
N
D
A
R
D
S
F
O
R
E
X
C
A
V
A
T
I
O
N
S
.
2
.
T
Y
P
E
1
P
I
P
E
B
E
D
D
I
N
G
S
H
A
L
L
B
E
G
R
A
V
E
L
,
G
R
A
V
E
L
-
S
A
N
D
,
O
R
S
A
N
D
.
T
H
E
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
W
E
L
L
G
R
A
D
E
D
A
N
D
S
H
A
L
L
C
O
N
F
O
R
M
T
O
T
H
E
S
O
I
L
T
Y
P
E
G
W
(
G
R
A
V
E
L
,
W
E
L
L
G
R
A
D
E
D
)
O
R
S
W
(
S
A
N
D
,
W
E
L
L
G
R
A
D
E
D
)
O
F
T
H
E
U
N
I
F
I
E
D
S
O
I
L
C
L
A
S
S
I
F
I
C
A
T
I
O
N
S
Y
S
T
E
M
(
U
S
C
S
)
.
T
H
E
M
A
X
I
M
U
M
S
I
Z
E
G
R
A
V
E
L
S
H
A
L
L
B
E
3
4
I
N
.
T
Y
P
E
1
B
E
D
D
I
N
G
C
O
N
S
I
S
T
S
O
F
M
I
N
4
"
,
O
R
1
8
T
H
E
O
U
T
S
I
D
E
D
I
A
M
E
T
E
R
O
F
T
H
E
P
I
P
E
,
W
H
I
C
H
E
V
E
R
I
S
G
R
E
A
T
E
R
,
U
N
D
E
R
T
H
E
P
I
P
E
A
N
D
A
M
I
N
.
O
F
6
"
A
B
O
V
E
T
H
E
P
I
P
E
.
P
L
A
C
E
I
N
M
A
X
.
L
I
F
T
S
O
F
6
"
U
S
I
N
G
H
A
N
D
O
R
O
T
H
E
R
C
O
M
P
A
C
T
I
O
N
M
E
T
H
O
D
S
W
/
O
D
A
M
A
G
I
N
G
O
R
D
I
S
T
U
R
B
I
N
G
T
H
E
P
I
P
E
.
T
H
O
R
O
U
G
H
L
Y
C
O
M
P
A
C
T
E
A
C
H
L
A
Y
E
R
.
3
.
T
Y
P
E
"
B
"
B
A
C
K
F
I
L
L
-
P
L
A
C
E
B
A
C
K
F
I
L
L
I
N
M
A
X
I
M
U
M
8
"
L
I
F
T
S
W
I
T
H
I
N
3
%
O
P
T
I
M
U
M
M
O
I
S
T
U
R
E
C
O
N
T
E
N
T
,
A
N
D
C
O
M
P
A
C
T
T
O
A
T
L
E
A
S
T
9
0
%
O
F
M
A
X
I
M
U
M
D
E
N
S
I
T
Y
A
S
D
E
T
E
R
M
I
N
E
D
B
Y
A
A
S
H
T
O
T
9
9
O
R
B
Y
A
S
T
M
D
6
9
8
.
4
.
T
Y
P
E
'
A
'
B
A
C
K
F
I
L
L
:
P
L
A
C
E
T
R
E
N
C
H
B
A
C
K
F
I
L
L
I
N
M
A
X
.
8
"
C
O
M
P
A
C
T
E
D
L
I
F
T
S
W
/
I
N
3
%
O
F
O
P
T
I
M
U
M
M
O
I
S
T
U
R
E
C
O
N
T
E
N
T
,
A
N
D
C
O
M
P
A
C
T
T
O
A
T
L
E
A
S
T
9
5
%
O
F
M
A
X
.
D
R
Y
D
E
N
S
I
T
Y
D
E
T
E
R
M
I
N
E
D
B
Y
A
A
S
H
T
O
T
9
9
O
R
B
Y
A
S
T
M
D
6
9
8
.
5
.
S
L
O
P
I
N
G
,
B
E
N
C
H
I
N
G
O
R
S
U
P
P
O
R
T
S
Y
S
T
E
M
S
S
H
A
L
L
C
O
N
F
O
R
M
W
I
T
H
O
.
S
.
H
.
A
.
C
O
N
S
T
R
U
C
T
I
O
N
S
T
A
N
D
A
R
D
S
F
O
R
E
X
C
A
V
A
T
I
O
N
S
.
H
I
G
H
D
E
N
S
I
T
Y
R
I
G
I
D
F
O
A
M
I
N
S
U
L
A
T
I
O
N
B
O
A
R
D
A
S
N
E
E
D
E
D
S
C
A
L
E
:
N
.
T
.
S
.
248" Ø MANHOLE (CoBOZEMAN DRAWING NO. 02720-3)NOTES:1.SLOPE ALL SHELVES TO CHANNEL AT 1" PER FOOT.2.ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE
S
H
A
L
L
B
E
W
A
T
E
R
T
I
G
H
T
.
J
O
I
N
T
I
N
G
MATERIAL SHALL BE "RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL.3.MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS IN ACCORDANCE WITH DEQ CIRCULAR 2, SECTION 34.7. ONE OPTI
O
N
I
S
T
O
V
A
C
U
U
M
T
E
S
T
T
H
E
MANHOLES PER ASTM C1244.CHANNEL = DIA. OF PIPEA AINV. ININV. OUT RIM ELEV.SLOPE AT 1" PER F
O
O
T
CHANNEL TO F
U
L
L
PIPE DE
P
T
H
S
E
C
T
I
O
N
A
-
A
FRAME AND COVER5.0" (TYP.)PRECAST REINFORCEDCONCRETE MANHOLE RISERAND ECCENTRIC CONE TOPMANUFACTURED INACCORDANCE WITH ASTMDESIGNATION C-478.SHELF-SLOPE 1"PER FOOTTOWARDCHANNEL.SEE SECTION A-A#4 BARS - 1'-0" c-c PRECAST OR CAST-IN-PLACE BASE. POURED-IN-PLA
C
E
BASE, MINIMUM CONCRETE THICKNESS BELOW PIPE
I
S
8 INCHES. PRECAST BASE, MINIMUM THICKNESS IS 6INCHES. ALL BASES REINFORCED AS SHOWN.FLEXIBLE GASKETEDJOINT (TYPICAL FORRECAST BASES - SEEJOINT DETAIL)JO
I
N
T
D
E
T
A
I
L
℄MANHOLE STEPSAT 16" CENTERS12" MAX (TYP FORCAST-IN-PLACE BASES)GROUT INVERT TO SPRINGLINE OFPIPE IF GAP BETWEEN PIPE ANDCHANNEL IS GREATER THAN 18"CHANNELFLOWLINEMANHOLE BASE VARIES 4'2'7"ADJUSTABLE RINGS,2" MIN., 12" MAX48" MANHOLE: 48" DIA. MINSCALE: N.T.S.60MAIN SEPERATION NOTES:1.NO EXCEPTION TO THE MIN. SEPARATION REQUIREMENTS (VERT. OR HOR.) ISPERMITTED WHEN THE SEWAGE CARRYING PIPE IS A FORCE MAIN. ALL CROSSINGSSHALL BE ARRANGED SO THAT THE SEWER MAIN OR SEWER FORCE MAIN JOINTS WILLBE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN BEING CROSSED.2.WHERE LESS THAN MINIMUM VERTICAL SEPARATION HAS BEEN APPROVED, THE NEWGRAVITY SEWER MAIN, OR THE NEW WATER MAIN, AT THE CROSSING SHALL BE MADEFROM A FULL LENGTH OF PIPE CENTERED ON THE CROSSING, AND THE CROSSINGANGLE SHALL BE APPROXIMATELY 90°. NEW GRAVITY SEWER MAINS CROSSING WITHIN18" OF A NEW OR EXISTING WATER MAIN MUST ALSO MEET OR EXCEED THEREQUIREMENTS OF "RECOMMENDED PRACTICE FOR LOW-PRESSURE AIR TESTING OFINSTALLED SEWER PIPE" (UNI-8-90, OR LATEST VERSION).3."L" IS THE LONGEST AVAILABLE STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPEMANUFACTURER.4.ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED.WATER ORSEWERMAINWATER ORSEWER MAINEXISTINGPIPEEXISTINGPIPENEW PIPE MIN.SEPARATIONDIST. = 10'VERTICALSEPERATION = 18"NEW PIPELCROSSINGS PARALLEL ARRANGEMENTL/2VERTICALSEPERATION = 18"NO VERTICAL SEPARATION REQ'DL/2 L IF OVERALL DEPTH IS LESSTHAN 5', FORGO CONESECTION & INSTALL FLAT TOPCONCRETE LID
T
O
P
O
F
P
I
P
E
M
A
Y
N
O
T
E
X
T
E
N
D
P
A
S
T
I
N
S
I
D
E
W
A
L
L
O
F
M
A
N
H
O
L
.
I
S
N
E
C
E
S
S
A
R
Y
T
O
P
H
A
L
F
O
F
P
I
P
E
M
A
Y
B
E
T
R
I
M
M
E
D
O
F
F
S
M
O
O
T
H
(
8
"
Ø
O
N
L
Y
)
4
'
2
.
5
'
BY:
D
A
T
E
:
RECOR
D
D
R
A
W
I
N
G
S
9
-
2
0
-
2
0
1
9
C
2
.
1
0
A
S
N
O
T
E
D
H
E
C
Sep 20, 2019 - 11:58amCAD FILE: M:\172708\Drawings\As-Built\C2.10 - SSWR DETAILS.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
S
E
W
E
R
D
E
T
A
I
L
S
H
I
G
H
D
E
N
S
I
T
Y
R
I
G
I
D
F
O
A
M
I
N
S
U
L
A
T
I
O
N
1
"
=
1
'
B
U
R
Y
D
E
P
T
H
,
4
'
W
I
D
E
S
H
E
E
T
S
P
A
R
T
D
E
T
A
I
L
S
T
Y
P
I
C
A
L
I
N
S
U
L
A
T
I
O
N
S
C
H
E
D
U
L
E
5
6
PARTDESCRIPTION 248" Ø MANHOLE48" Ø CONCRETE MANHOLEASTM C-478DAMP PROOFING2 COATS PER MANHOLE, CS-55 OR MASTERLIFE 300D ADMIX.CONCRETE GRADE RINGSASTM C-478FRAMEEJIW 3772COVEREJIW 3771 ( WITH CoB LOGO)JOINT SEALANTASTM C-990MANHOLE DETAILCoBOZEMAN MOD'S TO MPWSS, DRAWING NO. 02720-3PRECAST MANHOLE BASESMPWSS, 2010 STANDARD DRAWING NO. 02720-6TYPICAL MANHOLE CHANNEL DETAILSMPWSS, 2010 STANDARD DRAWING NO. 02720-7STANDARD CAST IRON COVERCoBOZEMAN MOD'S TO MPWSS, DRAWING NO. 02720-2STANDARD 24" CAST IRON RINGCoBOZEMAN MOD'S TO MPWSS, DRAWING NO. 02720-2NOTES:
P
A
R
T
D
E
S
C
R
I
P
T
I
O
N
5
2
S
E
W
E
R
S
E
R
V
I
C
E
F
I
T
T
I
N
G
S
&
P
I
P
E
S
C
H
.
4
0
M
I
N
I
M
U
M
D
E
P
T
H
O
F
C
O
V
E
R
4
'
I
N
S
U
L
A
T
I
O
N
1
"
=
1
'
R
E
S
I
D
E
N
T
I
A
L
S
E
R
V
I
C
E
P
I
P
E
4
"
Ø
D
I
S
T
A
N
C
E
F
R
O
M
P
R
O
P
E
R
T
Y
L
I
N
E
8
'
S
A
N
I
T
A
R
Y
S
E
W
E
R
S
E
R
V
I
C
E
L
I
N
E
C
o
B
O
Z
E
M
A
N
M
O
D
'
S
T
O
M
P
W
S
S
,
D
R
A
W
I
N
G
N
O
.
0
2
7
3
0
-
2
N
O
T
E
S
:
PART
D
E
S
C
R
I
P
T
I
O
N
51UTILITY TRENCHTRENCH WIDTHOU
T
S
I
D
E
Ø
O
F
P
I
P
E
(
S
)
+
3
'
PIPE BEDDING MATERIALTY
P
E
1
MINIMUM DEPTH OF COVER4'INSULATION1"
=
1
'
DETECTABLE WARNING TAPE DEPTH1.5'
M
I
N
I
M
U
M
,
2
'
M
A
X
I
M
U
M
B
E
L
O
W
G
R
O
U
N
D
S
U
R
F
A
C
E
HORIZ. SEPERATION DIST. FROM WATER10'
M
I
N
I
M
U
M
VERTICAL SEPERATION DISTANCE1.5'
M
I
N
I
M
U
M
NOTES:
C
2
.
1
1
A
S
N
O
T
E
D
H
E
C
Sep 20, 2019 - 11:58amCAD FILE: M:\172708\Drawings\As-Built\C2.10 - SSWR DETAILS.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
S
E
W
E
R
D
E
T
A
I
L
S
(
C
O
N
T
.
)
B
Y
:
D
A
T
E
:
R
E
C
O
R
D
D
R
A
W
I
N
G
S
9
-
2
0
-
2
0
1
9
S
T
S
T
S
T
S
T
S
T
ST ST
8''S
8''S
8''S
8''S 8''S 8''S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
S
S
S
470047054710
B
L
O
C
K
9
L
O
T
9
L
O
T
8
L
O
T
7
L
O
T
5
L
O
T
6
P
H
A
S
E
4
H
L
O
T
9
L
O
T
8
L
O
T
7
L
O
T
6
L
O
T
5
L
O
T
4
L
O
T
3
L
O
T
2
L
O
T
1
P
H
A
S
E
4
G
B
L
O
C
K
1
0
P
H
A
S
E
4
F
P
H
A
S
E
4
F
L
O
L
O
W
A
Y
T
S
C
H
A
C
H
E
L
A
N
E
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
G
A
S
G
A
S
S 8''S8''S
8
'
'
W
8
'
'
W
8''
W
8''
W
8''
W
8''W8''S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
8''
S
8''
S
8''
S
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
HYD HYD8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
0+001+002+003+00
4+00
5+00
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
0
+
5
2
H
E
C
Oct 08, 2019 - 10:07amCAD FILE: M:\172708\Drawings\As-Built\C3.0 WATER.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
0
'
8
0
'
1
6
0
'
2
4
0
'
1
"
=
8
0
'
O
V
E
R
A
L
L
W
A
T
E
R
P
L
A
N
C
3
.
0
C
O
N
N
E
C
T
T
O
E
X
T
G
.
8
"
W
A
T
E
R
M
A
I
N
C
O
N
N
E
C
T
T
O
E
X
T
G
.
8
"
W
A
T
E
R
M
A
I
N
P
R
O
J
E
C
T
E
N
D
S
T
A
.
1
8
+
0
0
PROJECTBEGINSTA. 0+29.47
1
.
A
L
S
O
S
E
E
N
O
T
E
S
O
N
S
H
E
E
T
G
1
.
1
.
2
.
P
R
O
T
E
C
T
I
N
P
L
A
C
E
A
L
L
E
X
I
S
T
I
N
G
U
T
I
L
I
T
I
E
S
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
I
F
C
O
N
F
L
I
C
T
E
X
I
S
T
S
,
N
O
T
I
F
Y
T
H
E
E
N
G
I
N
E
E
R
I
M
M
E
D
I
A
T
E
L
Y
.
3
.
E
X
I
S
T
I
N
G
V
E
G
E
T
A
T
I
O
N
O
U
T
S
I
D
E
O
F
R
O
A
D
W
A
Y
C
U
T
F
I
L
L
S
L
O
P
E
S
M
U
S
T
B
E
P
R
O
T
E
C
T
E
D
.
E
X
I
S
T
I
N
G
V
E
G
E
T
A
T
I
O
N
W
I
T
H
I
N
T
H
E
N
E
W
R
O
A
D
W
A
Y
P
R
I
S
M
I
S
T
O
B
E
R
E
M
O
V
E
D
A
N
D
D
I
S
P
O
S
E
D
O
F
B
Y
T
H
E
C
O
N
T
R
A
C
T
O
R
.
4
.
A
L
L
W
A
T
E
R
S
E
R
V
I
C
E
S
T
O
B
E
L
O
C
A
T
E
D
A
T
T
H
E
C
E
N
T
E
R
O
F
T
H
E
L
O
T
,
E
N
D
I
N
G
8
'
I
N
S
I
D
E
O
F
T
H
E
P
R
O
P
E
R
T
Y
L
I
N
E
.
5
.
E
A
C
H
P
I
P
E
J
O
I
N
T
M
U
S
T
H
A
V
E
3
B
R
A
S
S
O
R
B
R
O
N
Z
E
C
O
N
D
U
C
T
I
V
E
W
E
D
G
E
S
I
N
S
T
A
L
L
E
D
.
6
.
J
O
I
N
T
D
E
F
L
E
C
T
I
O
N
O
F
8
"
D
I
P
I
P
E
I
S
A
L
L
O
W
E
D
U
P
T
O
5
°
,
B
U
T
O
N
L
Y
3
°
W
A
S
D
E
S
I
G
N
E
D
.
G
E
N
E
R
A
L
W
A
T
E
R
N
O
T
E
S
C
O
N
N
E
C
T
T
O
E
X
T
G
.
8
"
W
A
T
E
R
M
A
I
N
8
"
G
A
T
E
V
A
L
V
E
(
T
Y
P
.
)
1
"
W
A
T
E
R
S
E
R
V
I
C
E
(
T
Y
P
.
)
FIRE HYDRANT(TYP.)
F
I
R
E
H
Y
D
R
A
N
T
(
T
Y
P
.
)
7
5
'
E
X
I
S
T
I
N
G
R
O
A
D
W
A
Y
E
A
S
E
M
E
N
T
BY: DATE:RECORD DRAWINGS9-20-2019
4680 4690 4700 4710 4720
4
6
8
0
4
6
9
0
4
7
0
0
4
7
1
0
4
7
2
0
-1+00 4700.44700.440+00 4701.34701.104699.04701.761+00 4700.64702.424701.74703.082+00 4702.04703.754702.84704.413+00 4703.34705.074704.0
4705.73
4
+
0
0
4704.6
4706.39
4705.2
4707.06
5
+
0
0
4705.9
4707.72
4706.5
4708.38
6
+
0
0
4707.2
4709.04
4707.7
4709.70
7
+
0
0
4708.0
4710.37
4708.8
4711.03
8
+
0
0
4709.2
4711.69
4710.1
4712.34
9
+
0
0
4710.6
4712.94
4711.6
4713.45
1
0
+
0
0
4713.0
4713.89
4713.4
4714.26
1
1
+
0
0
4713.6
4714.62
4714.4
4714.97
1
2
+
0
0
4714.3
4715.33
4713.7
4715.69
1
3
+
0
0
INSTALL 8"∅ GATE VALVE
W/ MJ RESTRAINTS AND VB
INSTALL 8"x8"x6" DI TEE &APPROX. 10.5 LF OF 6"Ø DICLASS 51 TO FIRE HYDRANTASSEMBLY (PER CoB DETAILS)STA. 0+90.9836" X 58" RCP-ARCHINV. ELEV.= 4695.57STA. 0+29.68 (5.97')INV. ELEV.= 4693.22'INSTALL 8"∅ GATE VALVEW/ MJ RESTRAINTS AND VBSTA. 0+34.43 (6.13')INV. ELEV.= 4693.24'INSTALL 8"x8"x6" DI TEE &APPROX. 10.5 LF OF 6"Ø DICLASS 51 TO FIRE HYDRANTASSEMBLY (PER CoB DTLS)STA. 3+57.07 (10.99')INV. ELEV.= 4695.33'INSTALL 8"∅ GATE VALVEW/ MJ RESTRAINTS AND VBINSTALL 8" Ø DI TEE W/ MJRESTRAINTS
STA. 9+49.93 (10.99')
INV. ELEV.= 4705.10'
INSTALL 8"∅ GATE VALVE
W/ MJ RESTRAINTS AND VB
INSTALL 8" Ø DI CROSS W/ MJ
RESTRAINTS
STA. 10+09.61 (10.66')
INV. ELEV.= 4705.55'
INSTALL 8"∅ GATE VALVE
W/ MJ RESTRAINTS AND VB
I
N
S
T
A
L
L
1
1
7
1
L
F
O
F
8
"
Ø
C
L
A
S
S
5
1
D
I
W
A
T
E
R
M
A
I
N
STA. 2+20.1524"Ø A2000 PVC PIPEINV. ELEV.= 4699.49
S
T
A
.
6
+
5
6
.
8
7
1
2
"
Ø
A
2
0
0
0
P
V
C
P
I
P
E
I
N
V
.
E
L
E
V
.
=
4
7
0
5
.
9
7
S
T
A
.
1
0
+
1
4
.
5
6
1
5
"
Ø
A
2
0
0
0
P
V
C
P
I
P
E
I
N
V
.
E
L
E
V
.
=
4
7
0
9
.
5
3
8' HYD 10' HYD
D
R
Y
U
T
I
L
I
T
Y
C
O
N
D
U
I
T
S
(
T
Y
P
.
)
I
N
S
T
A
L
L
P
E
R
N
W
E
S
T
A
N
D
A
R
D
S
6
.
5
'
M
I
N
B
U
R
Y
(
T
Y
P
.
)
STA. 3+75.20 (11.00')
INV. ELEV.= 4695.56'
STA. 9+72.02 (11.00')
INV. ELEV.= 4705.27'
S
T
A
.
3
+
8
6
.
1
3
8
"
Ø
S
D
R
3
5
P
V
C
P
I
P
E
I
N
V
.
E
L
E
V
.
=
4
6
9
7
.
9
0
℄ TSCHACHE LN.
STA. 3+52.01 (11.14')INV. ELEV.= 4695.26'
STA. 4+15.25 (11.02')
INV. ELEV.= 4696.00'
STA. 10+09.61 (10.66')
INV. ELEV.= 4705.55'
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
ST ST ST ST
8''
S
8''
S
8''
S
8''
S
8''
S
8''
S
8''S 8''S 8''S 8''S 8''S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
S
S
HYD HYD
8
'
'
W
8''W8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
0+001+002+003+00
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
BL
O
C
K
9
LOT
8
LOT
7
LOT 5
LOT
6
P
H
A
S
E
4
H
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT
4
LOT
3
LOT 2LOT 1
P
H
A
S
E
4
G
BL
O
C
K
1
0
PHASE 4
F
PHASE 4
F
LOLO WAY
TSCHAC
H
E
L
A
N
E
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
SV
C
@
S
T
A
.
4
+
3
5
.
5
4
'
(
-
4
5
.
5
0
'
)
SVC @ STA.2+50.25' (-45.50')SVC @ STA.3+11.71' (-45.50')SV
C
@
S
T
A
.
3
+
7
3
.
6
3
'
(
-
4
5
.
5
0
'
)
SVC
@
S
T
A
.
4
+
9
7
.
4
9
'
(
-
4
5
.
5
0
'
)
SVC
@
S
T
A
.
5
+
5
9
.
4
5
'
(
-
4
5
.
5
0
'
)
SVC
@
S
T
A
.
6
+
2
1
.
5
3
'
(
-
4
5
.
5
0
'
)
SVC
@
S
T
A
.
6
+
8
3
.
4
4
'
(
-
4
5
.
5
0
'
)
SVC
@
S
T
A
.
7
+
4
3
.
3
4
'
(
-
4
5
.
5
0
'
)
STA. 0+34.18 (16.13')INSTALL HYDRANTPER DET. 53/C3.10BURY LINE ELEV. = 4701.2STA. 3+51.51 (20.50')INSTALL HYDRANTPER DET. 53/C3.10BURY LINE ELEV. = 4705.1
G
A
S
G
A
S
G
A
S
GAS
S 8''S8''S8''S 8''W8''W8''W8''W 8''S 8''S 8''S 8''S
S
8''S
8''S
8''S
8''S
8''S
8''S
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
HY
D
0
'
5
0
'
1
0
0
'
1
5
0
'
S
C
A
L
E
1
"
=
5
0
'
H
O
R
I
Z
.
1
"
=
5
'
V
E
R
T
.
C
O
N
T
O
U
R
I
N
T
E
R
V
A
L
=
1
'
V
A
Q
U
E
R
O
W
A
T
E
R
P
&
P
S
T
A
.
-
1
+
0
0
T
O
S
T
A
.
1
3
+
0
0
A
S
N
O
T
E
D
V
A
Q
U
E
R
O
W
A
T
E
R
P
&
P
C
3
.
1
BEGIN PROJECTSTA. 0+29.68
MATCH LINE STA. 12+00
MATCH LINE SHEET C3.2
M
A
T
C
H
L
I
N
E
S
T
A
.
1
2
+
0
0
M
A
T
C
H
L
I
N
E
S
H
E
E
T
C
3
.
2
18" MIN.SEPARATION(TYP.)BEGIN PROJECTSTA. 0+29.68
EXISTING GRND. ELEV. @ ℄
FINISHED GRND. ELEV. @ ℄
CONTRACTOR TOREMOVEEXISTING 2"BLOWOFF ANDSTART NEWWATER MAINWITH 8" GATEVALVE
H
E
C
Oct 08, 2019 - 10:08amCAD FILE: M:\172708\Drawings\As-Built\C3.1 WATER P&P.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
I
N
S
T
A
L
L
2
6
L
F
O
F
8
"
Ø
D
I
W
A
T
E
R
M
A
I
N
(
1
.
5
8
%
S
L
O
P
E
U
P
T
O
W
)
,
8
"
Ø
D
I
E
N
D
C
A
P
&
2
"
B
L
O
W
O
F
F
A
S
S
E
M
B
L
Y
W
/
M
J
R
E
S
T
R
A
I
N
T
S
S
E
E
S
H
E
E
T
C
3
.
2
(
F
O
R
T
S
C
H
A
C
H
E
L
A
N
E
W
A
T
E
R
M
A
I
N
E
X
T
E
N
S
I
O
N
)
INSTALL (1)SHEET OFINSULATION (4'x8')BY: DATE:RECORD DRAWINGS9-20-2019
4685 4690 4700 4710 4720
4
6
8
5
4
6
9
0
4
7
0
0
4
7
1
0
4
7
2
0
4713.44714.2611+00 4713.64714.624714.44714.9712+00 4714.34715.334713.74715.6913+00 4714.34716.044715.24716.4014+00 4715.74716.764715.84717.1115+00 4715.54717.474715.4
4717.83
1
6
+
0
0
4715.8
4718.18
4716.9
4718.54
1
7
+
0
0
4714.9
4718.90
4719.2
1
8
+
0
0
4719.6
1
9
+
0
0
1
9
+
5
0
6.5' MIN.BURY DEPTHINSTALL 8"x8"x6" DI TEE &APPROX. 9.5 LF OF 6"Ø DICLASS 51 TO FIRE HYDRANTASSEMBLY (PER CoB DETAILS)
STA. 17+85.85 (2.70')
INV. ELEV.= 4711.60'
INSTALL 8"∅ GATE VALVE
W/ MJ RESTRAINTS AND VB
INSTALL 8"∅ DI 11.25° BEND
W/ MJ JOINT RESTRAINTS
INSTALL 586 LF OF8"Ø CLASS 51 DI WATER MAIN
S
T
A
.
1
6
+
3
3
.
3
6
1
2
"
Ø
A
2
0
0
0
P
V
C
P
I
P
E
I
N
V
.
E
L
E
V
.
=
4
7
1
4
.
9
0
S
T
A
.
1
7
+
4
1
.
2
9
3
6
"
X
5
8
"
R
C
P
-
A
R
C
H
I
N
V
.
E
L
E
V
.
=
4
7
1
2
.
8
4
7.5' HYD
STA. 16+78.93 (10.96')
INV. ELEV.= 4710.26'
D
R
Y
U
T
I
L
I
T
Y
C
O
N
D
U
I
T
S
(
T
Y
P
.
)
I
N
S
T
A
L
L
P
E
R
N
W
E
S
T
A
N
D
A
R
D
S
STA. 13+57.64 (10.64')INV. ELEV.= 4708.58'
STA. 17+71.11 (3.28')
INV. ELEV.= 4711.63'
7
.
5
'
H
Y
D
INSTALL 8"x8"x6" DI TEE &
APPROX. 22.5 LF OF 6"Ø DI
CLASS 51 TO FIRE HYDRANT
ASSEMBLY (PER CoB DETAILS)
8''S8''S8''S8''S8''S8''S SS 8''W8''W8''W8''W8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
HYD 11+0012+0013+0014+0015+0016+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
BLOCK 9LOT 9LOT 8LOT 7LOT 5LOT 6 PHASE 4H PHASE 4FTSCHACHE L VAQUERO PARKWA
Y
SVC @ STA.12+78.76' (-45.50')SVC @ STA.13+40.66' (-45.50')SVC @ STA.14+02.64' (-45.50')SVC @ STA.14+64.62' (-45.50')SVC @ STA.12+16.86' (-45.50')STA. 13+57.63 (20.50')INSTALL HYDRANTPER DET. 53/C3.10BURY LINE ELEV. = 4716.1
8
'
'
W
8
'
'
W
8
'
'
W
SVC @ STA.12+97.50' (45.50')FOR FUTURE CONNECTION
S
T
A
.
1
7
+
7
0
.
0
9
(
-
2
0
.
5
0
'
)
I
N
S
T
A
L
L
H
Y
D
R
A
N
T
P
E
R
D
E
T
.
5
3
/
C
3
.
1
0
B
U
R
Y
L
I
N
E
E
L
E
V
.
=
4
7
1
9
.
0
S
T
S
T
S
T
S
T
S
T
8''S
8
'
'
S
8
'
'
S
8
'
'
S
S
8''
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
1
+
1
8
7+00
8+009+0010+00
11+00
12+00
L
O
T
5
L
O
T
9
L
O
T
8
P
H
A
S
E
4
F
P
H
A
S
E
4
F
T
S
C
H
A
C
H
E
L
A
N
E
SVC
@
S
T
A
.
7
+
4
3
.
3
4
'
(
-
4
G
A
S
G
A
S
G
A
S
G
A
S
S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
8'
'
W
8'
'
W
8''
W
8''
W
H
Y
D
4
6
8
5
4
6
9
0
4
7
0
0
4
7
1
0
4
7
2
0
4
6
8
5
4
6
9
0
4
7
0
0
4
7
1
0
4
7
2
0
4713.0
4713.34
7
+
5
0
4712.8
4713.92
8
+
0
0
4713.0
4713.93
4713.0
4713.43
9
+
0
0
4711.8
4712.93
4711.4
4712.74
1
0
+
0
0
4712.0
4712.24
4711.8
1
1
+
0
0
1
2
+
0
0
1
2
+
5
0
STA.
INV. ELEV.= 4705.27'
STA. 9+73.60 (-30.49')
INV. ELEV.= 4704.89'
9+69.95 (-7.08')
INSTALL 8" Ø DI CROSS
W/ MJ RESTRAINTS
STA. 9+70.99 (37.21')
INV ELEV. = 4705.45'
INSTALL 8"∅ GATE VALVE
W/ MJ RESTRAINTS AND VB
END 8" DI PIPE, INSTALL 8"
END CAP, JOINT RESTRAINT &
2" BLOWOFF ASSEMBLY
I
N
S
T
A
L
L
6
4
L
F
O
F
8
"
Ø
C
L
A
S
S
5
1
D
I
W
A
T
E
R
M
A
I
N
℄ VAQUERO
PARKWAY
0
'
5
0
'
1
0
0
'
1
5
0
'
S
C
A
L
E
1
"
=
5
0
'
H
O
R
I
Z
.
1
"
=
5
'
V
E
R
T
.
C
O
N
T
O
U
R
I
N
T
E
R
V
A
L
=
1
'
VAQUERO WATER P&
P
(
C
O
N
T
.
)
STA. 11+00 TO STA.
1
9
+
5
0
A
S
N
O
T
E
D
V
A
Q
U
E
R
O
&
T
S
C
H
A
C
H
E
W
A
T
E
R
P
&
P
(
C
O
N
T
.
)
C
3
.
2
MATCH LINESTA. 12+00.00
END PROJECT
MATCH LINE STA. 12+00MATCH LINE SHEET C3.1
I
N
S
T
A
L
L
(
1
)
S
H
E
E
T
O
F
I
N
S
U
L
A
T
I
O
N
(
4
'
x
8
'
)
EXISTING GRND. ELEV. @ ℄FINISHED GRND. ELEV. @ ℄
T
S
C
H
A
C
H
E
T
I
E
-
I
N
W
A
T
E
R
P
&
P
S
T
A
.
7
+
5
0
T
O
S
T
A
.
1
2
+
5
0
EXISTING GRND. ELEV. @ ℄
FINISHED GRND. ELEV. @ ℄
H
E
C
Oct 08, 2019 - 10:08amCAD FILE: M:\172708\Drawings\As-Built\C3.1 WATER P&P.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
C
O
N
T
R
A
C
T
O
R
T
O
R
E
M
O
V
E
E
X
I
S
T
I
N
G
2
"
B
L
O
W
O
F
F
A
N
D
S
T
A
R
T
/
E
N
D
N
E
W
W
A
T
E
R
M
A
I
N
W
I
T
H
8
"
G
A
T
E
V
A
L
V
E
C
O
N
T
R
A
C
T
O
R
T
O
R
E
M
O
V
E
E
X
I
S
T
I
N
G
2
"
B
L
O
W
O
F
F
A
N
D
S
T
A
R
T
/
E
N
D
N
E
W
W
A
T
E
R
M
A
I
N
W
I
T
H
8
"
G
A
T
E
V
A
L
V
E
SCALE1" = 50' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1'
B
Y
:
D
A
T
E
:
R
E
C
O
R
D
D
R
A
W
I
N
G
S
9
-
2
0
-
2
0
1
9
SCALE: N.T.S.51UTILITY TRENCH
S
C
A
L
E
:
N
.
T
.
S
.
5
4
C
O
R
P
O
R
A
T
I
O
N
S
T
O
P
(
C
o
B
D
R
A
W
I
N
G
#
0
2
6
6
0
-
6
)
S
C
A
L
E
:
N
.
T
.
S
.
5
3
F
I
R
E
H
Y
D
R
A
N
T
(
C
o
B
D
R
A
W
I
N
G
N
O
.
0
2
6
6
0
-
4
)
SCALE: N.T.S.58BLOW-OFF HYDRANT (CoB DRAWING # 02660-7)
S
C
A
L
E
:
N
.
T
.
S
.
52WATER SERVICE (CoB D
R
A
W
I
N
G
N
O
.
0
2
6
6
0
-
6
)
S
C
A
L
E
:
N
.
T
.
S
.
6
2
G
A
T
E
V
A
L
V
E
TYPE 2 PIPE BEDDING WHEREREQUIRED FOR SOFT ORUNSTABLE FOUNDATION TYPE 1 PIPE BEDDING PLACED IN6" MAX. LAYERS AND COMPACTEDTHOROUGHLY SELECT TYPE 1 BEDDING MATERIALPLACED IN 6" LAYERS ANDCOMPACTED THOROUGHLY NOTE: SLOPING, BENCHING ORSUPPORT SYSTEMS SHALLCONFORM WITH O.S.H.A. CONSTR.STANDARDS FOR EXCAVATIONS.MOUND TRENCH W/ 6" NATIVETOPSOIL OR SUBGRADE PREP.AS REQ'DTYPE 'A' OR 'B' TRENCHBACKFILL AS PER PLANSTRENCH WIDTH = SEE SCHEDULE INSTALL DETECTABLEWARNING TAPEPER SCHEDULE(WATER)MINIMUMDEPTH COVER6"4"SEE SCHEDULE NOTES:1.SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.2.TYPE 1 PIPE BEDDING SHALL BE GRAVEL, GRAVEL-SAND, OR SAND. THE MATERIALSHALL BE WELL GRADED AND SHALL CONFORM TO THE SOIL TYPE GW (GRAVEL, WELLGRADED) OR SW (SAND, WELL GRADED) OF THE UNIFIED SOIL CLASSIFICATION SYSTEM(USCS). THE MAXIMUM SIZE GRAVEL SHALL BE 34 IN. TYPE 1 BEDDING CONSISTS OF MIN4", OR 18 THE OUTSIDE DIAMETER OF THE PIPE, WHICHEVER IS GREATER, UNDER THEPIPE AND A MIN. OF 6" ABOVE THE PIPE. PLACE IN MAX. LIFTS OF 6" USING HAND OROTHER COMPACTION METHODS W/O DAMAGING OR DISTURBING THE PIPE.THOROUGHLY COMPACT EACH LAYER.3.TYPE "B" BACKFILL - PLACE BACKFILL IN MAXIMUM 8" LIFTS WITHIN 3% OPTIMUMMOISTER CONTENT, AND COMPACT TO AT LEAST 90% OF MAXIMUM DENSITY ASDETERMINED BY AZE ASHTO T99 OR BY ASTM D698.4.TYPE 'A' BACKFILL: PLACE TRENCH BACKFILL IN MAX. 8" COMPACTED LIFTS W/IN 3% OFOPTIMUM MOISTURE CONTENT, AND COMPACT TO AT LEAST 95% OF MAX. DRY DENSITYDETERMINED BY AASHTO T99 OR BY ASTM D698.5.SLOPING, BENCHING OR SUPPORT SYSTEMS SHALL CONFORM WITH O.S.H.A.CONSTRUCTION STANDARDS FOR EXCAVATIONS.HIGH DENSITY RIGID FOAMINSULATION BOARD (IF REQ'D)CURB STO
P
V
A
L
V
E
.
P
R
O
V
I
D
E
T
H
E
N
E
C
E
S
S
A
R
Y
T
R
A
N
S
I
T
I
O
N
FITTINGS
F
R
O
M
S
E
R
V
I
C
E
P
I
P
E
T
O
F
.
I
.
P
.
T
H
R
E
A
D
S
SEE CORPORATIONSTOP DETAILTAP BYCONTRACTORWATER MAIN
G
R
O
U
N
D
S
U
R
F
A
C
E
8
'
F
R
O
M
P
R
O
P
E
R
T
Y
L
I
N
E
O
R
B
A
S
E
M
E
N
T
6
.
5
'
M
I
N
C
O
V
E
R
PROPERTY OREASEMENT LINE
4
'
C
O
R
P
O
R
A
T
I
O
N
S
T
O
P
S
E
R
V
I
C
E
S
A
D
D
L
E
S
E
L
E
C
T
M
A
T
E
R
I
A
L
B
A
C
K
F
I
L
L
A
R
E
A
(
S
E
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
O
N
B
A
C
K
F
I
L
L
F
O
R
A
P
P
U
R
T
E
N
A
N
C
E
S
)
T
R
E
N
C
H
B
O
T
T
O
M
W
A
T
E
R
S
E
R
V
I
C
E
P
I
P
E
1
2
3
4
N
O
T
E
S
:
1
.
A
D
J
U
S
T
W
A
T
E
R
V
A
L
V
E
S
U
P
W
A
R
D
O
R
D
O
W
N
W
A
R
D
A
S
R
E
Q
'
D
.
2
.
A
D
J
U
S
T
A
B
L
E
S
C
R
E
W
-
T
Y
P
E
R
I
S
E
R
S
M
A
Y
B
E
U
S
E
D
T
O
R
A
I
S
E
O
R
A
D
J
U
S
T
E
X
I
S
T
I
N
G
V
A
L
V
E
B
O
X
E
S
O
N
L
Y
.
C
O
M
P
A
C
T
E
D
B
A
S
E
&
S
U
B
G
R
A
D
E
T
R
A
F
F
I
C
B
O
X
W
/
C
A
S
T
I
R
O
N
F
R
A
M
E
&
C
O
V
E
R
L
I
D
S
H
A
L
L
R
E
A
D
"
W
A
T
E
R
"
C
R
U
S
H
E
D
R
O
C
K
G
A
T
E
V
A
L
V
E
R
E
B
A
R
A
N
C
H
O
R
N
O
T
E
S
:
1
.
C
O
A
T
A
N
C
H
O
R
R
E
B
A
R
W
I
T
H
'
K
O
P
P
E
R
S
'
B
I
T
U
M
A
S
T
I
C
#
5
0
C
O
A
T
I
N
G
O
R
E
Q
U
A
L
T
H
R
U
S
T
B
L
O
C
K
I
N
G
&
A
N
C
H
O
R
S
A
R
E
R
E
Q
'
D
O
N
A
L
L
V
A
L
V
E
S
.
C
O
M
P
A
C
T
S
U
B
G
R
A
D
E
T
O
9
5
%
M
A
X
.
D
R
Y
D
E
N
S
I
T
Y
2
.
I
N
S
T
E
A
D
O
F
C
O
N
C
R
E
T
E
T
H
R
U
S
T
B
L
O
C
K
S
,
T
H
R
U
S
T
R
E
S
T
R
A
I
N
T
M
A
Y
B
E
P
R
O
V
I
D
E
D
U
T
I
L
I
Z
I
N
G
M
E
G
A
L
U
G
P
E
R
C
o
B
O
Z
E
M
A
N
M
O
D
I
F
I
C
A
T
I
O
N
S
T
O
T
H
E
M
P
W
S
S
6
"
6
"
1
/
8
"
M
I
N
.
,
1
/
4
"
M
A
X
.
'
C
'
'
A
'
C
U
R
B
B
O
X
W
I
T
H
5
'
S
T
A
T
I
O
N
A
R
Y
R
O
D
B
A
S
E
M
A
T
E
R
I
A
L
N
E
W
H
Y
D
R
A
N
T
,
M
U
E
L
L
E
R
S
U
P
E
R
C
E
N
T
U
R
I
O
N
2
5
0
O
R
W
A
T
E
R
O
U
S
P
A
C
E
R
P
U
M
P
E
R
N
O
Z
Z
L
E
T
O
F
A
C
E
R
O
A
D
W
A
Y
U
N
L
E
S
S
D
I
R
E
C
T
E
D
O
T
H
E
R
W
I
S
E
A
D
J
U
S
T
A
B
L
E
S
C
R
E
W
T
Y
P
E
V
A
L
V
E
B
O
X
W
I
T
H
L
I
D
E
L
E
V
.
A
S
S
H
O
W
N
O
N
P
L
A
N
S
O
R
0
.
2
'
A
B
O
V
E
T
B
C
C
O
N
C
.
T
H
R
U
S
T
B
L
O
C
K
M
I
N
.
2
S
Q
F
T
B
E
A
R
I
N
G
S
U
R
F
A
C
E
M
I
N
.
0
.
5
C
U
B
I
C
Y
A
R
D
W
A
S
H
E
D
G
R
A
V
E
L
C
O
N
C
,
T
H
R
U
S
T
B
L
O
C
K
A
W
W
A
T
E
E
O
R
T
A
P
P
I
N
G
S
L
E
E
V
E
O
N
W
A
T
E
R
M
A
I
N
N
O
T
E
S
:
1
.
M
E
G
A
-
L
U
G
O
R
A
P
P
R
O
V
E
D
E
Q
U
A
L
J
O
I
N
T
R
E
S
T
R
A
I
N
T
S
M
A
Y
B
E
U
S
E
D
I
N
S
T
E
A
D
O
F
C
O
N
C
R
E
T
E
T
H
R
U
S
T
B
L
O
C
K
.
2
.
H
Y
D
R
A
N
T
W
E
E
P
H
O
L
E
S
T
O
R
E
M
A
I
N
U
N
O
B
S
T
R
U
C
T
E
D
.
I
N
S
T
A
L
L
P
L
U
M
B
W
/
M
I
N
.
4
'
-
0
"
C
L
E
A
R
A
L
L
A
R
O
U
N
D
(
T
R
E
E
S
,
H
E
D
G
E
S
,
B
U
S
H
E
S
,
E
T
C
.
)
W
A
T
E
R
M
A
I
N
U
N
D
I
S
T
U
R
B
E
D
E
A
R
T
H
N
E
W
6
"
A
U
X
I
L
I
A
R
Y
G
A
T
E
V
A
L
V
E
M
I
N
.
C
O
V
E
R
6
.
5
'
WATE
R
SERVICE LIN
E
S
C
A
L
E
:
N
.
T
.
S
.
60MAIN SEPERATION NOTES:1.NO EXCEPTION TO THE MIN. SE
P
A
R
A
T
I
O
N
R
E
Q
U
I
R
E
M
E
N
T
S
(
V
E
R
T
.
O
R
H
O
R
.
)
I
S
PERMITTED WHEN THE SEWAGE CA
R
R
Y
I
N
G
P
I
P
E
I
S
A
F
O
R
C
E
M
A
I
N
.
A
L
L
C
R
O
S
S
I
N
G
S
SHALL BE ARRANGED SO THAT THE
S
E
W
E
R
M
A
I
N
O
R
S
E
W
E
R
F
O
R
C
E
M
A
I
N
J
O
I
N
T
S
W
I
L
L
BE EQUIDISTANT AND AS FAR AS POS
S
I
B
L
E
F
R
O
M
T
H
E
W
A
T
E
R
M
A
I
N
B
E
I
N
G
C
R
O
S
S
E
D
.
2.WHERE LESS THAN MINIMUM VERTI
C
A
L
S
E
P
A
R
A
T
I
O
N
H
A
S
B
E
E
N
A
P
P
R
O
V
E
D
,
T
H
E
N
E
W
GRAVITY SEWER MAIN, OR THE NEW
W
A
T
E
R
M
A
I
N
,
A
T
T
H
E
C
R
O
S
S
I
N
G
S
H
A
L
L
B
E
M
A
D
E
FROM A FULL LENGTH OF PIPE CE
N
T
E
R
E
D
O
N
T
H
E
C
R
O
S
S
I
N
G
,
A
N
D
T
H
E
C
R
O
S
S
I
N
G
ANGLE SHALL BE APPROXIMATELY 9
0
°
.
N
E
W
G
R
A
V
I
T
Y
S
E
W
E
R
M
A
I
N
S
C
R
O
S
S
I
N
G
W
I
T
H
I
N
18" OF A NEW OR EXISTING WA
T
E
R
M
A
I
N
M
U
S
T
A
L
S
O
M
E
E
T
O
R
E
X
C
E
E
D
T
H
E
REQUIREMENTS OF "RECOMMENDED
P
R
A
C
T
I
C
E
F
O
R
L
O
W
-
P
R
E
S
S
U
R
E
A
I
R
T
E
S
T
I
N
G
O
F
INSTALLED SEWER PIPE" (UNI-8-90, O
R
L
A
T
E
S
T
V
E
R
S
I
O
N
)
.
3."L" IS THE LONGEST AVAILABLE STA
N
D
A
R
D
L
E
N
G
T
H
O
F
P
I
P
E
A
S
S
U
P
P
L
I
E
D
B
Y
A
P
I
P
E
MANUFACTURER.4.ADEQUATE STRUCTURAL SUPPORT F
O
R
P
I
P
E
S
A
T
C
R
O
S
S
I
N
G
S
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
.
2" COPPERSERVICELINE COPPERSERVICELINE MUELLER H-15428STRAIGHTCOUPLING WITHGALVANIZED ORBRASS CAP VALVE BOXTOP SECTIONFINISH GRADEDI END CAP &BLIND FLANGEW/ 2" NPTWATER MAIN 14 BENDCOMPRESSIONCOUPLING CURB BOXCURB STOP 8'MIN6.5'MIN VALVE BOXTOP SECTION
W
A
T
E
R
O
R
S
E
W
E
R
M
A
I
N
WATER ORSEWER MAINEXISTINGPIPE
E
X
I
S
T
I
N
G
P
I
P
E
N
E
W
P
I
P
E
M
I
N
.
S
E
P
A
R
A
T
I
O
N
D
I
S
T
.
=
1
0
'
VERTICALSEPERATION = 18"NEW PIPELCR
O
S
S
I
N
G
S
PARALLE
L
A
R
R
A
N
G
E
M
E
N
T
L/2
V
E
R
T
I
C
A
L
S
E
P
E
R
A
T
I
O
N
=
1
8
"
NO VERTICAL SEPARATION RE
Q
'
D
L
/
2
L
S
T
E
E
L
P
O
S
T
M
A
R
K
E
R
P
A
I
N
T
E
D
B
L
U
E
C
U
R
B
B
O
X
2
.
5
'
NOTES:1.NO COUPLINGS OR OTHER JOINTS
A
L
L
O
W
E
D
O
N
S
E
R
V
I
C
E
P
I
P
E
F
R
O
M
C
O
R
P
S
T
O
P
T
O
CURB STOM FOR 34" AND 1" SERVICE
S
.
2.STRAIGHT COPPER PIPE SHALL BE
U
S
E
D
F
O
R
1
1
2
"
A
N
D
2
"
D
E
R
V
I
C
E
S
C
3
.
1
0
A
S
N
O
T
E
D
H
E
C
Sep 20, 2019 - 11:59amCAD FILE: M:\172708\Drawings\As-Built\C3.10-WATR DETAILS.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
W
A
T
E
R
D
E
T
A
I
L
S
B
Y
:
D
A
T
E
:
R
E
C
O
R
D
D
R
A
W
I
N
G
S
9
-
2
0
-
2
0
1
9
P
A
R
T
D
E
S
C
R
I
P
T
I
O
N
5
3
F
I
R
E
H
Y
D
R
A
N
T
F
I
R
E
H
Y
D
R
A
N
T
F
I
R
E
H
Y
D
R
A
N
T
L
E
A
D
P
I
P
E
G
A
T
E
V
A
L
V
E
&
V
A
L
V
E
B
O
X
F
I
R
E
H
Y
D
R
A
N
T
S
P
E
C
F
I
R
E
H
Y
D
R
A
N
T
L
O
C
A
T
I
O
N
S
P
E
C
N
O
T
E
S
:
C
o
B
O
Z
E
M
A
N
M
O
D
'
S
T
O
M
P
W
S
S
,
D
R
A
W
I
N
G
N
O
.
0
2
6
6
0
-
0
5
C
o
B
O
Z
E
M
A
N
M
O
D
'
S
T
O
M
P
W
S
S
,
D
R
A
W
I
N
G
N
O
.
0
2
6
6
0
-
0
4
6
"
G
A
T
E
V
A
L
V
E
W
/
V
A
L
V
E
B
O
X
6
"
D
I
C
L
A
S
S
5
1
M
U
E
L
L
E
R
S
U
P
E
R
C
E
N
T
U
R
I
O
N
2
5
0
PART
D
E
S
C
R
I
P
T
I
O
N
52WATER SERVICEDISTANCE FROM PROPERTY LINEMIN BURY DEPTHCURB STOP VALVECURB STOP VALVE BOXCOMPRESSION CONNECTIONWATER SERVICE LINENOTES:1"
T
Y
P
E
K
A
N
N
E
A
L
E
D
C
O
P
P
E
R
P
I
P
E
1"
M
U
E
L
L
E
R
(
M
O
D
E
L
H
-
1
5
4
0
3
)
MU
L
L
E
R
H
1
0
3
8
8
C
U
R
B
B
O
X
1
¼
”
W
I
T
H
A
2
½
”
B
A
S
E
T
A
P
P
I
N
G
1"
M
U
E
L
L
E
R
B
A
L
L
V
A
L
V
E
(
M
O
D
E
L
B
-
2
5
1
5
5
)
6.5'8'
P
A
R
T
D
E
S
C
R
I
P
T
I
O
N
5
4
C
O
R
P
O
R
A
T
I
O
N
S
T
O
P
C
O
R
P
O
R
A
T
I
O
N
S
T
O
P
1
"
M
U
L
L
E
R
B
-
2
5
0
0
8
S
E
R
V
I
C
E
S
A
D
D
L
E
1
"
M
U
E
L
L
E
R
B
R
2
B
S
E
R
I
E
S
W
A
T
E
R
S
E
R
V
I
C
E
L
I
N
E
1
"
T
Y
P
E
K
A
N
N
E
A
L
E
D
C
O
P
P
E
R
P
I
P
E
N
O
T
E
S
:
PARTDESCRIPTION 58BLOWOFF-HYDRANTBLOW OFF HYDRANTMUELLER H-15428 O.A.E.WATER SERVICE LINE1" TYPE K ANNEALED COPPER PIPE SERVICE SADDLE2" MUELLER BR 2 B SERIESNOTES:PART
D
E
S
C
R
I
P
T
I
O
N
62GATE VALVEGATE VALVEVALVE BOXNOTES:EJI
W
8
5
6
0
S
E
R
I
E
S
MU
E
L
L
E
R
2
3
6
0
PARTDESCRIPTION 51UTILITY TRENCHTRENCH WIDTHOUTSIDE Ø OF PIPE(S) + 3'PIPE BEDDING MATERIALTYPE 1MINIMUM DEPTH OF COVER4'INSULATION1" = 1'DETECTABLE WARNING TAPE DEPTH1.5' MINIMUM, 2' MAXIMUM BELOW GROUND SURFACEHORIZ. SEPERATION DIST. FROM SEWER10' MINIMUMVERTICAL SEPERATION DISTANCE1.5' MINIMUMNOTES:NOTES: ALL SPEC'S O.A.E. VIA CoBOZEMAN MOD'S TO MPWSS
C
3
.
1
1
A
S
N
O
T
E
D
H
E
C
Sep 20, 2019 - 11:59amCAD FILE: M:\172708\Drawings\As-Built\C3.10-WATR DETAILS.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
W
A
T
E
R
D
E
T
A
I
L
S
(
C
O
N
T
.
)
B
Y
:
D
A
T
E
:
R
E
C
O
R
D
D
R
A
W
I
N
G
S
9
-
2
0
-
2
0
1
9
G
A
S
G
A
S
S S8''S8''S
8
'
'
W
8
'
'
W
8''
W
8''
W
8''W 8''W8''S8''S
8
'
'
S
8
'
'
S
S
S
8''
S
8''
S
8''
S
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
8''S 8''S 8''S 8''S 8''S 8''S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
SS
S
HYD HYD8''W8''W8''W8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
47004705471047014702470347044706470747084709471147114711 0+001+002+003+004+005+006+007+00
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
0
+
5
2
ST
S
T
S
T
STST ST ST
B
L
O
C
K
9
LO
T
9
L
O
T
8
L
O
T
7
L
O
T
5
L
O
T
6
P
H
A
S
E
4
H
L
O
T
9
L
O
T
8
L
O
T
7
LOT
6
LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
P
H
A
S
E
4
G
B
L
O
C
K
1
0
P
H
A
S
E
4
F
P
H
A
S
E
4
F
LOLO W
A
Y
T
S
C
H
A
C
H
E
L
A
N
E
VAQUERO PARKWAY
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
47054710
4
7
1
5
470147024703470447064707470847094711
4
7
1
2
4
7
1
3
4
7
1
4
4
7
1
6
4
7
1
7
4
7
1
8
4
7
1
9
H
E
C
Oct 08, 2019 - 10:15amCAD FILE: M:\172708\Drawings\As-Built\C4.0 STORM.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
1
"
=
8
0
'
O
V
E
R
A
L
L
S
T
O
R
M
W
A
T
E
R
P
L
A
N
C
4
.
0
EXISTING INLETSEXISTING STORMPOND 7EXISTING IN
L
E
T
S
STORM
I
N
L
E
T
(
T
Y
P
.
)
R
C
P
-
A
R
C
H
C
U
L
V
E
R
T
3
STORMPOND 5B
S
T
O
R
M
P
O
N
D
1
B
R
O
A
D
S
L
O
P
E
/
F
L
O
W
D
I
R
E
C
T
I
O
N
(
T
Y
P
.
)
1
.
A
L
S
O
S
E
E
N
O
T
E
S
O
N
S
H
E
E
T
G
1
.
1
.
2
.
P
R
O
T
E
C
T
I
N
P
L
A
C
E
A
L
L
E
X
I
S
T
I
N
G
U
T
I
L
I
T
I
E
S
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
I
F
C
O
N
F
L
I
C
T
E
X
I
S
T
S
,
N
O
T
I
F
Y
T
H
E
E
N
G
I
N
E
E
R
I
M
M
E
D
I
A
T
E
L
Y
.
3
.
S
T
O
R
M
D
R
A
I
N
I
N
L
E
T
S
S
H
A
L
L
C
O
N
F
O
R
M
T
O
C
I
T
Y
O
F
B
O
Z
E
M
A
N
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
S
N
O
.
0
2
7
2
0
-
1
A
A
N
D
N
O
.
0
2
7
2
0
-
1
4
.
A
L
L
S
T
O
R
M
D
R
A
I
N
S
T
A
T
I
O
N
I
N
G
I
S
R
E
F
E
R
E
N
C
E
D
T
O
T
H
E
C
E
N
T
E
R
L
I
N
E
O
F
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
.
5
.
R
I
M
E
L
E
V
A
T
I
O
N
I
S
E
Q
U
A
L
T
O
F
L
O
W
L
I
N
E
E
L
E
V
A
T
I
O
N
F
O
R
A
L
L
S
T
O
R
M
D
R
A
I
N
I
N
L
E
T
S
G
E
N
E
R
A
L
S
T
O
R
M
W
A
T
E
R
N
O
T
E
S
0
'
8
0
'
1
6
0
'
2
4
0
'
RCP-ARCH CULV
E
R
T
1
EX. SPRING DITCH
R
E
M
O
V
E
E
X
T
G
.
T
E
M
P
.
S
T
O
R
M
P
O
N
D
7
5
'
E
X
I
S
T
I
N
G
R
O
A
D
W
A
Y
E
A
S
E
M
E
N
T
BY: DATE:RECORD DRAWINGS9-20-2019
4690 4700 4710 4720 4730
4
6
9
0
4
7
0
0
4
7
1
0
4
7
2
0
4
7
3
0
-1+00 4700.44700.440+00 4701.34701.104699.04701.761+00 4700.64702.424701.74703.082+00 4702.04703.754702.84704.413+00 4703.34705.074704.0
4705.73
4
+
0
0
4704.6
4706.39
4705.2
4707.06
5
+
0
0
4705.9
4707.72
4706.5
4708.38
6
+
0
0
4707.2
4709.04
4707.7
4709.70
7
+
0
0
4708.0
4710.37
4708.8
4711.03
8
+
0
0
4709.2
4711.69
4710.1
4712.34
9
+
0
0
4710.6
4712.94
4711.6
4713.45
1
0
+
0
0
4713.0
4713.89
4713.4
4714.26
1
1
+
0
0
4713.6
4714.62
4714.4
4714.97
1
2
+
0
0
4714.3
4715.33
4713.7
4715.69
1
3
+
0
0
SDI-107 - 36" CIRC.
STA. 10+15.14 (-16.49' L)
RIM ELEV = 4713.04
SW 15"∅ INV IN = 4709.45
NW 15"∅ INV OUT = 4709.35
SDI-105 - 36" CIRC.
STA. 6+56.89 (-16.50' L)
RIM ELEV = 4708.57
SE 15"∅ INV IN = 4705.49
SW 12"∅ INV IN = 4705.88
N 15"∅ INV OUT = 4705.39
1
5
"
∅
A
-
2
0
0
0
P
V
C
L
=
2
2
7
.
7
0
'
S
=
1
.
7
0
%
SDI-104 - 36" CIRC.
STA. 4+22.21 (-16.60' L)
RIM ELEV = 4705.46
S 15"∅ INV IN = 4701.52
W 15"∅ INV IN = 4701.52
N 18"∅ INV OUT = 4701.25
CULVERT 136" X 58" RCP-ARCHW/ F.E.S, DEBRIS RACK AND 3" OF GRAVEL BEDL=71S=1.00%INV. IN = ELEV. 4695.98, STA. 0+99.93 (-39.21')INV. OUT = ELEV. 4695.27, STA. 0+84.13 (29.97')
D
R
Y
U
T
I
L
I
T
Y
C
O
N
D
U
I
T
S
(
T
Y
P
.
)
I
N
S
T
A
L
L
P
E
R
N
W
E
S
T
A
N
D
A
R
D
S
1
5
"
∅
A
-
2
0
0
0
P
V
C
L
=
3
4
8
.
7
3
'
S
=
1
.
1
1
%
SD-101 - 48" CIRCSTA. 2+20.17 (-16.50' L)RIM ELEV = 4702.79S 18"∅ INV IN = 4700.04W 24"∅ INV OUT = 4699.54
℄ TSCHACHE LANE
18"∅ A-2000 PVCL=196.59' S=0.62%
LOT
8
LOT
7
LOT 5
LOT
6
P
H
A
S
E
4
H
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT
4
LOT 3LOT 2LOT 1
P
H
A
S
E
4
G
BL
O
C
K
1
0
PHASE 4
F
PHASE 4
F
LOLO W
TSCHAC
H
E
L
A
N
E
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
4705
4
7
1
0
4
7
1
5
47024703470447064707
4
7
0
8
4
7
0
8
470
8
4
7
0
9
4
7
1
1
4
7
1
2
4
7
1
3
4
7
1
4
G
A
S
G
A
S
G
A
S
GAS
S 8''S8''S8''S 8''W8''W8''W 8''S 8''S
S
8''S
8''S
8''S
8''S
8''S
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
HY
D
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
ST ST ST ST
S
T
8''
S
8''
S
8''
S
8''
S
8''
S
8''
S
8''S 8''S 8''S 8''S 8''S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
S
S
HYD HYD
8
'
'
W
8''W8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
0+001+002+003+004
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
S
D
I
-
1
0
7
S
D
I
-
1
0
8
-
3
6
"
C
I
R
C
S
T
A
.
1
0
+
1
3
.
9
9
(
1
6
.
5
3
'
R
)
R
I
M
E
L
E
V
=
4
7
1
3
.
0
2
W
1
2
"
∅
I
N
V
I
N
=
4
7
0
9
.
8
6
N
E
1
5
"
∅
I
N
V
O
U
T
=
4
7
0
9
.
6
1
S
D
I
-
1
0
5
S
D
I
-
1
0
6
-
2
4
"
X
3
6
"
R
E
C
T
.
S
T
A
.
6
+
5
6
.
8
5
(
1
6
.
5
0
'
R
)
R
I
M
E
L
E
V
=
4
7
0
8
.
5
7
N
E
1
2
"
∅
I
N
V
O
U
T
=
4
7
0
6
.
0
5
S
D
I
-
1
0
4
SDI-100 - 48" CIRCSTA. 2+20.13 (16.50' R)RIM ELEV = 4702.79E 24"∅ INV IN = 4699.44W 24"∅ INV OUT = 4699.44 24"∅ A-2000 PVCL=30.01' S=0.33%24" Ø A2000 PVCL=42.00' S=0.30%INV. OUT = 4699.30'
1
2
"
∅
A
-
2
0
0
0
P
V
C
L
=
3
0
.
0
1
'
S
=
0
.
5
5
%
1
5
"
∅
A
-
2
0
0
0
P
V
C
L
=
3
0
.
5
4
'
S
=
0
.
5
4
%
8" Ø A2000 PVCL=64.21' S=8.31%INV. OUT = 4694.00'OUT-5B - 36" OUTLET STRUCTURESTA. 1+64.87 (67.89' R)RIM ELEV = 4701.0NW 8"∅ INV OUT = 4699.50
S
D
I
-
1
0
3
-
3
6
"
C
I
R
C
S
T
A
.
4
+
2
1
.
2
7
(
1
6
.
4
4
'
R
)
R
I
M
E
L
E
V
=
4
7
0
5
.
4
6
W
1
5
"
∅
I
N
V
I
N
=
4
7
0
1
.
8
0
E
1
5
"
∅
I
N
V
O
U
T
=
4
7
0
1
.
8
0
1
5
"
∅
A
-
2
0
0
0
P
V
C
L
=
3
0
.
0
6
'
S
=
0
.
9
4
%
1
5
"
Ø
A
2
0
0
0
P
V
C
L
=
3
8
.
5
7
'
S
=
0
.
8
4
%
I
N
V
.
I
N
=
4
7
0
2
.
1
5
'
I
N
S
T
A
L
L
E
N
D
C
A
P
O
N
U
N
S
T
R
E
A
M
E
N
D
1
2
"
Ø
A
2
0
0
0
P
V
C
L
=
2
9
.
5
8
'
S
=
0
.
5
0
%
I
N
V
.
I
N
=
4
7
1
0
.
0
3
'
I
N
S
T
A
L
L
E
N
D
C
A
P
O
N
U
N
S
T
R
E
A
M
E
N
D
SD-1014705
4
7
1
0
4
7
1
5
4701470247034704
4
7
0
6
4
7
0
7
4
7
0
8
4
7
0
9
4
7
1
1
4
7
1
2
4
7
1
3
4
7
1
4
0
'
5
0
'
1
0
0
'
1
5
0
'
S
C
A
L
E
1
"
=
5
0
'
H
O
R
I
Z
.
1
"
=
5
'
V
E
R
T
.
C
O
N
T
O
U
R
I
N
T
E
R
V
A
L
=
1
'
V
A
Q
U
E
R
O
S
T
O
R
M
P
&
P
S
T
A
.
-
1
+
0
0
T
O
S
T
A
.
1
3
+
0
0
H
E
C
Sep 20, 2019 - 12:00pmCAD FILE: M:\172708\Drawings\As-Built\C4.1 STORM P&P.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
A
S
N
O
T
E
D
S
A
J
EXISTING GRND. ELEV. @ ℄
FINISHED GRND. ELEV. @ ℄
V
A
Q
U
E
R
O
S
T
O
R
M
P
&
P
C
4
.
1
EXISTING INLETS EXISTING STORMPOND 7SPRING DITCHPROPOSEDSTORM POND 5B PROPOSED RCP-ARCH CULVERT 1
1
.
S
E
E
S
H
E
E
T
S
C
4
.
1
0
A
N
D
C
4
.
1
1
F
O
R
A
D
D
I
T
I
O
N
A
L
P
O
N
D
B
A
S
I
N
A
N
D
O
U
T
L
E
T
S
T
R
U
C
T
U
R
E
I
N
F
O
R
M
A
T
I
O
N
G
E
N
E
R
A
L
N
O
T
E
S
T
H
I
S
S
H
E
E
T
BY: DATE:RECORD DRAWINGS9-20-2019
4700 4710 4720 4730 4740
4
7
0
0
4
7
1
0
4
7
2
0
4
7
3
0
4
7
4
0
0
.
7
1
%
4708.84711.038+00 4709.24711.694710.14712.349+00 4710.64712.944711.64713.4510+00 4713.04713.894713.44714.2611+00 4713.64714.624714.44714.9712+00 4714.34715.334713.7
4715.69
1
3
+
0
0
4714.3
4716.04
4715.2
4716.40
1
4
+
0
0
4715.7
4716.76
4715.8
4717.11
1
5
+
0
0
4715.5
4717.47
4715.4
4717.83
1
6
+
0
0
4715.8
4718.18
4716.9
4718.54
1
7
+
0
0
4714.9
4718.90
4719.2
1
8
+
0
0
4719.6
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
2
2
+
0
0
SDI-109 - 24" X 36" RECT.
STA. 16+33.36 (-16.50' L)
RIM ELEV = 4717.51
S 12"∅ INV IN = 4714.82
N 15"∅ INV OUT = 4714.56
C
U
L
V
E
R
T
3
3
6
"
X
5
8
"
R
C
P
-
A
R
C
H
W
/
F
.
E
.
S
,
D
E
B
R
I
S
R
A
C
K
A
N
D
3
"
O
F
G
R
A
V
E
L
B
E
D
L
=
7
5
S
=
-
1
.
2
3
%
I
N
V
.
I
N
=
E
L
E
V
.
4
7
1
2
.
3
7
,
S
T
A
.
1
7
+
2
5
.
8
4
(
-
3
5
.
1
6
'
)
I
N
V
.
O
U
T
=
E
L
E
V
.
4
7
1
3
.
3
0
,
S
T
A
.
1
7
+
5
5
.
4
6
(
3
4
.
2
7
'
)
℄ TSCHACHE LANE
D
R
Y
U
T
I
L
I
T
Y
C
O
N
D
U
I
T
S
(
T
Y
P
.
)
I
N
S
T
A
L
L
P
E
R
N
W
E
S
T
A
N
D
A
R
D
S
B
L
O
C
K
9
LOT 9
LOT 8
LOT 7
LOT 5
LOT 6
P
H
A
S
E
4
H
PHAS PHASE 4FTSCHACHE
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
4715 4711471247134714
4
7
1
6
4717
4718
GASGASGASGAS
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
S 8''S 8''S 8''S 8''W8''W8''W HYDSTSTSTST8''S8''S8''S8''S
8
'
'
S
8
'
'
S
8
'
'
S
S S
S
8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
7+008+009+0010+0011+0012+00
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
0
+
5
2
S
D
I
-
1
0
9
S
D
I
-
1
1
0
-
2
4
"
X
3
6
"
R
E
C
T
.
S
T
A
.
1
6
+
3
3
.
3
6
(
1
6
.
5
0
'
R
)
R
I
M
E
L
E
V
=
4
7
1
7
.
5
1
N
1
2
"
∅
I
N
V
O
U
T
=
4
7
1
4
.
9
8
1
2
"
∅
A
-
2
0
0
0
P
V
C
L
=
3
0
.
5
1
'
S
=
0
.
5
4
%
1
5
"
Ø
A
2
0
0
0
P
V
C
L
=
3
4
.
0
5
'
S
=
3
.
0
4
%
I
N
V
.
O
U
T
=
4
7
1
3
.
5
0
'
6
"
Ø
A
2
0
0
0
P
V
C
L
=
3
8
.
7
5
'
S
=
2
.
4
5
%
I
N
V
.
O
U
T
=
4
7
1
2
.
5
0
'
O
U
T
-
1
B
-
3
6
"
O
U
T
L
E
T
S
T
R
U
C
T
U
R
E
S
T
A
.
1
6
+
3
6
.
9
3
(
-
8
6
.
6
4
'
L
)
R
I
M
E
L
E
V
=
4
7
1
5
.
0
0
N
E
6
"
∅
I
N
V
O
U
T
=
4
7
1
3
.
5
0
4
7
1
5
4
7
1
5
471047154711471247134714
4
7
1
6
4
7
1
7
4
7
1
8
4
7
1
9
0
'
5
0
'
1
0
0
'
1
5
0
'
S
C
A
L
E
1
"
=
5
0
'
H
O
R
I
Z
.
1
"
=
5
'
V
E
R
T
.
C
O
N
T
O
U
R
I
N
T
E
R
V
A
L
=
1
'
V
A
Q
U
E
R
O
S
T
O
R
M
P
&
P
(
C
O
N
T
.
)
S
T
A
.
8
+
0
0
T
O
S
T
A
.
2
2
+
0
0
H
E
C
Sep 20, 2019 - 12:00pmCAD FILE: M:\172708\Drawings\As-Built\C4.1 STORM P&P.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
A
S
N
O
T
E
D
EXISTING GRND. ELEV. @ ℄
FINISHED GRND. ELEV. @ ℄
V
A
Q
U
E
R
O
S
T
O
R
M
P
&
P
(
C
O
N
T
.
)
C
4
.
2
P
R
O
P
O
S
E
D
P
O
N
D
1
B
P
R
O
P
O
S
E
D
R
C
P
-
A
R
C
H
C
U
L
V
E
R
T
3
1
.
S
E
E
S
H
E
E
T
S
C
4
.
1
0
A
N
D
C
4
.
1
1
F
O
R
A
D
D
I
T
I
O
N
A
L
P
O
N
D
B
A
S
I
N
A
N
D
O
U
T
L
E
T
S
T
R
U
C
T
U
R
E
I
N
F
O
R
M
A
T
I
O
N
G
E
N
E
R
A
L
N
O
T
E
S
T
H
I
S
S
H
E
E
T
BY: DATE:RECORD DRAWINGS9-20-2019
1SCALE: N.T.S.2
S
C
A
L
E
:
N
.
T
.
S
.
CIRCULAR STORM DRAIN INLET24" x 36" RECTANGULAR S
T
O
R
M
D
R
A
I
N
I
N
L
E
T
P
O
S
T
(
2
"
x
2
"
N
O
M
I
N
A
L
)
S
I
L
T
F
E
N
C
E
F
A
B
R
I
C
T
O
P
O
S
T
6
"
x
6
"
T
R
E
N
C
H
2
4
"
M
I
N
.
1
8
"
M
I
N
.
S
I
L
T
F
A
B
R
I
C
S
T
A
P
L
E
D
T
O
P
O
S
T
S
C
O
M
P
A
C
T
E
D
B
A
C
K
F
I
L
L
S
I
L
T
F
E
N
C
E
F
A
B
R
I
C
A
N
C
H
O
R
E
D
I
N
T
R
E
N
C
H
A
N
D
A
T
T
A
C
H
E
D
F
I
R
M
L
Y
T
O
P
O
S
T
F
L
O
W
T
R
E
N
C
H
6
"
x
6
"
F
L
O
W
F
L
O
W
O.D.AS REQUIRED INLETCASTINGOPENING24" SQUARE OPENING36" R.C.P. ASTM C-76 CLASS 2BLOCK OUT FORINLET/OUTLETPIPES18" SUMP6" PRECAST BASE 6"FLAT TOP
AS REQUIRED
I
N
L
E
T
C
A
S
T
I
N
G
OP
E
N
I
N
G
24"BLOCK OUT F
O
R
INLET PIPE18" SUMP
6
"
P
R
E
C
A
S
T
B
A
S
E
6"FLAT TOPI.D.PLAN VIEW PLAN VIEWSECTION VIEWSEC
T
I
O
N
V
I
E
W
O.
D
.
I.
D
.
4" WALL TBC ELEV.TOP OF CONC.ELEV.
T
B
C
E
L
E
V
.
T
O
P
O
F
C
O
N
C
.
E
L
E
V
.
18"SUMP6" BASE GRADERINGS ASNEEDEDPLAN VIEWSECTION VIEW 24"Ø OPENING STORMSEWER EJIW-IFCOMADEINUSACAST IRON 4" OR 7"FRAME AND COVERCONTRACTOR TOGROUT ANNULARSPACES OR USESUPPLIED GASKETS5TYPICAL STORM MANHOLESCALE: N.T.S.
P
A
R
T
M
A
N
U
F
A
C
T
U
R
E
R
F
R
A
M
E
E
A
S
T
J
O
R
D
A
N
I
R
O
N
W
O
R
K
S
M
A
T
E
R
I
A
L
R
A
T
I
N
G
I
R
O
N
T
R
A
F
F
I
C
R
A
T
E
D
C
O
V
E
R
E
A
S
T
J
O
R
D
A
N
I
R
O
N
W
O
R
K
S
I
R
O
N
T
R
A
F
F
I
C
R
A
T
E
D
P
R
O
D
U
C
T
#
3
7
7
2
-
Z
1
3
7
7
1
-
C
1
N
O
T
E
S
:
1
.
C
O
V
E
R
T
O
B
E
S
T
A
M
P
E
D
"
S
T
O
R
M
D
R
A
I
N
"
W
I
T
H
C
I
T
Y
O
F
B
O
Z
E
M
A
N
L
O
G
O
2
.
A
S
S
U
R
E
T
H
A
T
A
L
L
C
O
V
E
R
S
H
A
V
E
T
W
O
P
I
C
K
H
O
L
E
S
,
1
”
M
I
N
I
M
U
M
,
1
¼
”
M
A
X
I
M
U
M
D
I
A
M
E
T
E
R
P
A
R
T
M
A
N
U
F
A
C
T
U
R
E
R
F
R
A
M
E
E
A
S
T
J
O
R
D
A
N
I
R
O
N
W
O
R
K
S
M
A
T
E
R
I
A
L
R
A
T
I
N
G
I
R
O
N
T
R
A
F
F
I
C
R
A
T
E
D
G
R
A
T
E
E
A
S
T
J
O
R
D
A
N
I
R
O
N
W
O
R
K
S
I
R
O
N
T
R
A
F
F
I
C
R
A
T
E
D
B
A
C
K
E
A
S
T
J
O
R
D
A
N
I
R
O
N
W
O
R
K
S
I
R
O
N
T
R
A
F
F
I
C
R
A
T
E
D
P
R
O
D
U
C
T
#
0
0
7
0
3
0
-
Z
1
0
0
7
0
3
0
-
M
6
O
R
M
7
F
O
R
S
A
G
0
0
7
0
3
0
-
T
1
DIAMETER VARIESSEE SCHEDULE
S
T
A
K
E
(
2
"
x
2
"
N
O
M
I
N
A
L
)
T
W
I
N
E
/
W
I
R
E
B
A
C
K
F
I
L
L
M
A
T
E
R
I
A
L
(
C
O
M
P
A
C
T
S
O
I
L
T
O
P
R
E
V
E
N
T
P
I
P
I
N
G
)
F
L
O
W
S
T
A
K
E
D
A
N
D
E
N
T
R
E
N
C
H
E
D
E
R
O
S
I
O
N
B
A
L
E
T
W
I
N
E
/
W
I
R
E
S
T
A
K
E
F
I
L
T
E
R
E
D
R
U
N
O
F
F
R
U
N
O
F
F
1
2
"
4
"
3
T
Y
P
I
C
A
L
S
T
R
A
W
B
A
L
E
D
E
T
A
I
L
W
O
V
E
N
W
I
R
E
F
E
N
C
E
(
1
4
G
A
.
M
I
N
.
,
M
A
X
6
"
M
E
S
H
S
P
A
C
I
N
G
)
W
I
T
H
F
I
L
T
E
R
C
L
O
T
H
C
O
V
E
R
.
E
M
B
E
D
F
I
L
T
E
R
F
A
B
R
I
C
M
I
N
.
8
"
I
N
T
O
G
R
O
U
N
D
S
E
C
T
I
O
N
3
6
"
M
I
N
.
F
E
N
C
E
P
O
S
T
U
N
D
I
S
T
U
R
B
E
D
G
R
O
U
N
D
F
L
O
W
2
0
"
M
I
N
.
1
6
"
M
I
N
.
4
T
Y
P
I
C
A
L
S
I
L
T
F
E
N
C
E
D
E
T
A
I
L
S
C
A
L
E
:
N
.
T
.
S
.
S
C
A
L
E
:
N
.
T
.
S
.
RIM ELEV. = FLOWLINE
R
I
M
E
L
E
V
.
=
F
L
O
W
L
I
N
E
N
O
T
E
S
:
1
.
I
N
L
E
T
C
A
S
T
I
N
G
S
S
H
A
L
L
H
A
V
E
A
L
O
G
O
C
A
S
T
I
N
T
O
T
H
E
C
U
R
B
P
I
E
C
E
S
T
A
T
I
N
G
“
D
U
M
P
N
O
W
A
S
T
E
,
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
”
S
T
O
R
M
M
A
N
H
O
L
E
S
S
T
O
R
M
D
R
A
I
N
I
N
L
E
T
S
6STORMWATER STRUCTU
R
E
S
C
H
E
D
U
L
E
S
S
C
A
L
E
:
N
.
T
.
S
.
RIM ELEV.
P
A
R
T
D
E
T
A
I
L
/
P
R
O
D
U
C
T
#
S
T
O
R
M
O
U
T
L
E
T
S
T
R
U
C
T
U
R
E
G
R
A
T
E
G
R
A
T
E
B
A
R
G
R
A
T
E
O
P
E
N
I
N
G
E
J
I
W
1
0
2
0
-
M
1
(
O
.
A
.
E
.
)
1
2
"
W
I
D
E
X
1
6
"
T
A
L
L
W
/
3
8
"
S
M
O
O
T
H
B
A
R
G
R
A
T
E
5
8
"
S
M
O
O
T
H
R
O
D
C
E
N
T
E
R
E
D
I
N
O
P
E
N
I
N
G
N
O
T
E
S
:
1
.
I
N
L
E
T
C
A
S
T
I
N
G
S
S
H
A
L
L
H
A
V
E
A
L
O
G
O
C
A
S
T
I
N
T
O
T
H
E
C
U
R
B
P
I
E
C
E
S
T
A
T
I
N
G
“
D
U
M
P
N
O
W
A
S
T
E
,
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
”
CONTRACT
O
R
T
O
GROUT AN
N
U
L
A
R
SPACES OR
U
S
E
SUPPLIED
G
A
S
K
E
T
S
CONTRACTOR TOGROUT ANNULARSPACES OR USESUPPLIED GASKETSSTOR
M
W
A
T
E
R
S
T
R
U
C
T
U
R
E
S
C
H
E
D
U
L
E
NAMEOUT-1BOUT-5BSD-101SDI-100SDI-103SDI-104SDI-105SDI-106SDI-107SDI-108SDI-109SDI-110 TYPE36" OUTLET STRUCTURE36" OUTLET STRUCTURE48" CIRC48" CIRC36" CIRC36" CIRC.36" CIRC.24" X 36" RECT.36" CIRC.36" CIRC24" X 36" RECT.24" X 36" RECT.
G
R
A
T
E
1
0
2
0
-
M
1
1
0
2
0
-
M
1
7
0
3
0
-
M
6
7
0
3
0
-
M
6
7
0
3
0
-
M
6
7
0
3
0
-
M
6
7
0
3
0
-
M
6
7
0
3
0
-
M
6
7
0
3
0
-
M
6
7
0
3
0
-
M
6
7
0
3
0
-
M
6
7
0
3
0
-
M
6
R
I
M
E
L
E
V
4
7
1
5
.
0
0
4
7
0
1
.
0
2
4
7
0
2
.
7
9
4
7
0
2
.
7
9
4
7
0
5
.
4
6
4
7
0
5
.
4
6
4
7
0
8
.
5
7
4
7
0
8
.
5
7
4
7
1
3
.
0
4
4
7
1
3
.
0
2
4
7
1
7
.
5
1
4
7
1
7
.
5
1
P
I
P
E
S
I
N
S
1
8
"
Ø
I
N
V
I
N
=
4
7
0
0
.
0
4
E
2
4
"
Ø
I
N
V
I
N
=
4
6
9
9
.
4
4
W
1
5
"
Ø
I
N
V
I
N
=
4
7
0
1
.
8
0
S
1
5
"
Ø
I
N
V
I
N
=
4
7
0
1
.
5
2
W
1
5
"
Ø
I
N
V
I
N
=
4
7
0
1
.
5
2
S
E
1
5
"
Ø
I
N
V
I
N
=
4
7
0
5
.
4
9
S
W
1
2
"
Ø
I
N
V
I
N
=
4
7
0
5
.
8
8
S
W
1
5
"
Ø
I
N
V
I
N
=
4
7
0
9
.
4
5
W
1
2
"
Ø
I
N
V
I
N
=
4
7
0
9
.
8
6
S
1
2
"
Ø
I
N
V
I
N
=
4
7
1
4
.
8
2
P
I
P
E
S
O
U
T
N
E
6
"
Ø
I
N
V
O
U
T
=
4
7
1
3
.
5
0
N
W
8
"
Ø
I
N
V
O
U
T
=
4
6
9
9
.
5
0
W
2
4
"
Ø
I
N
V
O
U
T
=
4
6
9
9
.
5
4
W
2
4
"
Ø
I
N
V
O
U
T
=
4
6
9
9
.
4
4
E
1
5
"
Ø
I
N
V
O
U
T
=
4
7
0
1
.
8
0
N
1
8
"
Ø
I
N
V
O
U
T
=
4
7
0
1
.
2
5
N
1
5
"
Ø
I
N
V
O
U
T
=
4
7
0
5
.
3
9
N
E
1
2
"
Ø
I
N
V
O
U
T
=
4
7
0
6
.
0
5
N
W
1
5
"
Ø
I
N
V
O
U
T
=
4
7
0
9
.
3
5
N
E
1
5
"
Ø
I
N
V
O
U
T
=
4
7
0
9
.
6
1
N
1
5
"
Ø
I
N
V
O
U
T
=
4
7
1
4
.
5
6
N
1
2
"
Ø
I
N
V
O
U
T
=
4
7
1
4
.
9
8
C
4
.
1
0
A
S
N
O
T
E
D
H
E
C
Sep 20, 2019 - 12:00pmCAD FILE: M:\172708\Drawings\As-Built\C4.10-STRM DETAILS.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
S
T
O
R
M
D
E
T
A
I
L
S
BY
:
D
A
T
E
:
R
E
C
O
R
D
D
R
A
W
I
N
G
S
9
-
2
0
-
2
0
1
9
1B5B POND AND WEIR SCHEDULEPOND3/83-1/2 WEIR WIDTH(IN.)POND BTMELEV.4713.504699.50 12 WEIR HEIGHT(IN.)12CONTRACTOR TOGROUT (TYP.)OUTLETPIPE
O
U
T
L
E
T
P
I
P
E
I
N
V
.
O
U
T
MADE IN THE U.S.A.GRATE VIEWA-A SECTION VIEWP
L
A
N
V
I
E
W
A
-
A
C
R
O
S
S
S
E
C
T
I
O
N
W
E
I
R
W
I
D
T
H
S
E
E
S
C
H
E
D
.
D
I
S
C
H
A
R
G
E
W
E
I
R
H
E
I
G
H
T
W
E
I
R
(
S
E
E
S
C
H
E
D
.
)
WEIR WALL WITHORIFICE
C
L
4" FRAME & GRATECAST INTO LID &CENTERED IN TOPA NOTE:-ALL CONCRETE THICKNESS DIMENSIONSPER ANDERSON PRECASTINLE
T
T
O
O
U
T
L
E
T
ANG
L
E
-
S
E
E
P
L
A
N
INV. IN =INV. OUT DISCHARGE WEIR18" SUMP INLETSCREENBTM. OFPOND RIM ELEV.WATER ELEV.TOP OF POND BANK6"
P
R
O
P
O
S
E
D
G
R
A
D
I
N
G
(
T
Y
P
E
'
B
'
C
O
M
P
A
C
T
I
O
N
)
P
L
A
C
E
O
V
E
R
F
L
O
W
W
E
I
R
(
S
E
E
S
C
H
E
D
.
)
A
L
I
G
N
E
D
W
/
S
W
A
L
E
F
O
R
E
M
E
R
G
E
N
C
Y
O
V
E
R
F
L
O
W
S
P
I
L
L
W
A
Y
O
V
E
R
F
L
O
W
S
T
R
U
C
T
U
R
E
,
S
E
E
T
Y
P
I
C
A
L
O
V
E
R
F
L
O
W
S
T
R
U
C
T
U
R
E
D
E
T
A
I
L
S
T
O
R
A
G
E
V
O
L
U
M
E
-
S
E
E
S
C
H
E
D
.
F
O
R
D
I
M
E
N
S
I
O
N
S
E
X
I
S
T
I
N
G
G
R
O
U
N
D
O
U
T
L
E
T
P
R
O
T
E
C
T
I
O
N
(
4
"
-
6
"
C
O
B
B
L
E
S
)
O
U
T
L
E
T
P
I
P
I
N
G
N
O
T
E
S
:
1
.
4
:
1
S
I
D
E
S
L
O
P
E
S
D
A
Y
L
I
G
H
T
P
O
N
D
B
O
T
T
O
M
E
L
E
V
.
=
S
E
E
S
C
H
E
D
.
I
N
L
E
T
G
R
A
T
E
T
O
F
A
C
E
I
N
S
I
D
E
O
F
P
O
N
D
ID#LENGTH(FT)SIZE17136" X 58" ARCH TYPICAL CULVERT DETAIL SCHEDULEMATERIALRCPOVERFLOW STRUCTURE
S
C
A
L
E
:
N
.
T
.
S
.
S
C
A
L
E
:
N
.
T
.
S
.
D
E
T
E
N
T
I
O
N
P
O
N
D
W
/
O
U
T
L
E
T
S
T
R
U
C
T
U
R
E
10
1
1
8
S
C
A
L
E
:
N
.
T
.
S
.
S
T
O
R
M
D
R
A
I
N
D
E
B
R
I
S
R
A
C
K
N
O
T
E
S
:
1
.
T
R
A
S
H
R
A
C
K
T
O
F
O
L
L
O
W
C
I
T
Y
O
F
B
O
Z
E
M
A
N
S
T
A
N
D
A
R
D
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
,
&
M
O
D
'
S
T
O
M
P
W
S
S
6
T
H
E
D
I
T
I
O
N
.
2
.
C
U
L
V
E
R
T
S
A
R
E
T
O
H
A
V
E
3
"
O
F
G
R
A
V
E
L
S
I
M
I
L
A
R
I
N
S
I
Z
E
T
O
T
H
E
N
A
T
U
R
A
L
S
T
R
E
A
M
B
E
D
P
L
A
C
E
D
A
L
O
N
G
T
H
E
E
N
T
I
R
E
L
E
N
G
T
H
O
F
T
H
E
C
U
L
V
E
R
T
A
N
D
A
T
T
H
E
O
U
T
L
E
T
S
/
I
N
L
E
T
S
O
N
T
H
E
B
O
T
T
O
M
O
F
T
H
E
S
T
R
E
A
M
B
E
D
T
O
C
R
E
A
T
E
A
C
O
N
T
I
N
U
O
U
S
N
A
T
U
R
A
L
S
T
R
E
A
M
B
E
D
.
3
.
P
R
O
V
I
D
E
4
"
T
O
6
"
R
I
P
R
A
P
A
L
O
N
G
S
T
R
E
A
M
S
I
D
E
B
A
N
K
S
T
O
P
R
O
V
I
D
E
B
A
N
K
S
T
A
B
I
L
I
Z
A
T
I
O
N
A
T
T
H
E
C
U
L
V
E
R
T
O
U
T
L
E
T
S
.
4
.
S
E
E
C
o
B
O
Z
E
M
A
N
S
T
A
N
D
A
R
D
D
E
T
A
I
L
0
2
7
2
0
-
1
1
R
C
P
C
U
L
V
E
R
T
(
S
I
Z
E
V
A
R
I
E
S
)
3
"
X
3
"
X
1
4
"
A
N
G
L
E
I
R
O
N
W
E
L
D
E
D
T
O
E
A
C
H
B
A
R
4
"
X
1
4
"
F
L
A
T
I
R
O
N
,
A
L
L
B
A
R
S
W
E
L
D
E
D
3
"
X
1
4
"
F
L
A
T
I
R
O
N
W
E
L
D
E
D
T
O
E
A
C
H
B
A
R
P
I
P
E
H
I
N
G
E
#
5
R
E
B
A
R
O
R
S
M
O
O
T
H
B
A
R
R
C
P
C
U
L
V
E
R
T
(
S
I
Z
E
V
A
R
I
E
S
)
37636" X 58" ARCHRCP 24682611 MIN. STORAGEREQD. (CU. FT)PONDDEPTH (FT)
S
T
O
R
A
G
E
P
R
O
V
I
D
E
D
(
C
U
.
F
T
)
2
4
6
8
5
4
9
5
G
R
O
O
V
E
J
O
I
N
T
O
N
O
U
T
L
E
T
T
O
N
G
U
E
J
O
I
N
T
O
N
I
N
L
E
T
L
O
N
G
I
T
U
D
I
N
A
L
S
E
C
T
I
O
N
TRISE
T A
Y
X
P
L
A
N
V
I
E
W
L
A
Y
I
N
G
L
E
N
G
T
H
B
T SPAN
D
E
S
I
G
N
A
L
T
E
R
N
A
T
E
T
I
E
H
O
L
E
S
TFT
E
N
D
V
I
E
W
1
2
0
°
T
I
E
B
O
L
T
H
O
L
E
S
A
R
E
P
R
O
V
I
D
E
D
F
O
R
T
H
E
I
N
S
T
A
L
L
A
T
I
O
N
O
F
T
I
E
B
O
L
T
S
B
E
T
W
E
E
N
T
H
E
F
L
A
R
E
D
E
N
D
S
E
C
T
I
O
N
A
N
D
T
H
E
A
D
J
A
C
E
N
T
P
I
P
E
.
9
S
C
A
L
E
:
N
.
T
.
S
.
R
C
P
-
A
R
C
H
F
L
A
R
E
D
E
N
D
S
E
C
T
I
O
N
I
N
C
H
E
S
1
8
2
4
3
0
3
6
4
2
4
8
5
4
6
0
7
2
8
4
E
Q
U
I
V
A
L
E
N
T
S
I
Z
E
I
N
C
H
E
S
5
4
6
2
1
3
1
/
2
1
8
2
2
1
/
2
2
6
5
/
8
3
1
5
/
1
6
3
6
4
0
4
5
1
3
5
5
0
2
0
0
0
0
9
5
2
0
7
8
6
0
6
3
8
0
5
2
6
0
4
3
3
0
3
2
8
0
1
7
6
0
1
0
9
0
L
B
S
.
S
E
C
T
I
O
N
P
E
R
R
I
S
E
I
N
C
H
E
S
5
7
8
5
1
/
2
6
2
1
/
2
4
4
1
/
2
3
1
/
2
T
4
1
/
2
8
8
8
9
8
8
F
E
E
T
8
8
6
6
L
A
Y
I
N
G
L
E
N
G
T
H
5
1
1
/
8
7
3
8
8
1
0
2
6
5
5
8
1
/
2
I
N
C
H
E
S
4
3
3
/
4
3
6
1
/
4
2
2
2
8
1
/
2
S
P
A
N
2
t
o
1
2
t
o
1
X
t
o
Y
3
t
o
1
3
t
o
1
S
L
O
P
E
3
t
o
1
3
t
o
1
3
t
o
1
3
t
o
1
3
t
o
1
3
t
o
1
I
N
C
H
E
S
1
5
1
3
/
1
6
2
1
2
5
1
/
2
2
1
1
/
2
3
1
3
1
A
8
1
/
2
7
9
1
/
2
1
1
1
/
8
6
0
8
4
6
0
6
0
6
0
6
0
I
N
C
H
E
S
6
0
5
0
3
9
2
7
B
7
8
1
4
4
1
2
0
9
6
9
0
8
4
7
2
6
0
4
8
3
6
F
I
N
C
H
E
S
W
E
I
G
H
T
NOTES:1.ALL CULVERTS ARE TO HAVE FLARED END SECTIONSAND DEBRIS RACKS.
S
C
A
L
E
:
N
.
T
.
S
.
STORMWATER STRUCTURE SCHEDULES (CONT. )7 1.5 WATERDEPTH (FT)1.5 POND TOPELEV.4715.504701.50A
C
4
.
1
1
A
S
N
O
T
E
D
H
E
C
Sep 20, 2019 - 12:00pmCAD FILE: M:\172708\Drawings\As-Built\C4.10-STRM DETAILS.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
S
T
R
M
D
E
T
A
I
L
S
(
C
O
N
T
.
)
BY: DATE:RECORD DRAWINGS9-20-2019
0+001+002+003+00
4+00
5+00
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
0
+
5
2
8''S
8''S
8''S
8''S 8''S 8''S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
S
S
S
B
L
O
C
K
9
L
O
T
9
L
O
T
8
L
O
T
7
L
O
T
5
L
O
T
6
P
H
A
S
E
4
H
L
O
T
9
L
O
T
8
L
O
T
7
L
O
T
6
L
O
T
5
L
O
T
4
L
O
T
3
L
O
T
2
L
O
T
1
P
H
A
S
E
4
G
B
L
O
C
K
1
0
P
H
A
S
E
4
F
P
H
A
S
E
4
F
L
O
L
O
W
A
Y
T
S
C
H
A
C
H
E
L
A
N
E
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
1
5
'
'
S
T
1
5
'
'
S
T
1
5
'
'
S
T
1
5
'
'
S
T
1
5
'
'
S
T
15''ST 15''ST
G
A
S
G
A
S
S 8''S8''S
8
'
'
W
8
'
'
W
8''
W
8''
W
8''
W
8''W8''S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
8''
S
8''
S
8''
S
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
LOLO WAY VAQUERO PKWY
TS
C
H
A
C
H
E
L
N
V
A
Q
U
E
R
O
P
K
W
Y
S
T
O
P
STOP SPEEDLIMIT25
S
P
E
E
D
L
I
M
I
T
2
5
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
47054710
4
7
1
5
47034704470447044706470747084709
4711
47
1
2
4713
47
1
3
47
1
3
4
7
1
4
4
7
1
6
471
7
4718
4705
4710
4
7
1
5
47014702470347044706
4707
4708
4709
4711
4712
4
7
1
3
4
7
1
4
4
7
1
6
4
7
1
7
4
7
1
8
4
7
1
9
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
HYD HYD8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
H
E
C
Sep 20, 2019 - 12:00pmCAD FILE: M:\172708\Drawings\As-Built\C5.0 ROADS.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
1
"
=
8
0
'
O
V
E
R
A
L
L
R
O
A
D
P
L
A
N
C
5
.
0
TEMPORARYDEAD END BARRICADE AT R.O.W LINE(SEE DETAIL 4/C5.10)
D
E
A
D
E
N
D
B
A
R
R
I
C
A
D
E
S
A
T
R
.
O
.
W
L
I
N
E
(
S
E
E
D
E
T
A
I
L
4
/
C
5
.
1
0
)
R
E
M
O
V
E
E
X
T
G
.
D
E
A
D
E
N
D
B
A
R
R
I
C
A
D
E
S
R
E
M
O
V
E
E
X
T
G
.
T
E
M
P
.
T
U
R
N
A
R
O
U
N
D
B
E
G
I
N
P
R
O
J
E
C
T
0
+
2
9
.
2
1
S
A
W
-
C
U
T
A
N
D
M
A
T
C
H
E
X
T
G
.
A
S
P
H
A
L
T
E
N
D
P
R
O
J
E
C
T
S
T
A
.
1
8
+
0
0
S
A
W
-
C
U
T
A
N
D
M
A
T
C
H
E
X
T
G
.
A
S
P
H
A
L
T
M
A
T
C
H
C
R
O
S
S
S
E
C
T
I
O
N
I
N
S
T
A
L
L
S
T
R
E
E
T
N
A
M
E
/
S
T
O
P
S
I
G
N
S
E
E
D
E
T
A
I
L
3
/
C
5
.
1
0
I
N
S
T
A
L
L
S
T
R
E
E
T
N
A
M
E
/
S
T
O
P
S
I
G
N
(
S
E
E
D
E
T
A
I
L
3
/
C
5
.
1
0
)
0
'
8
0
'
1
6
0
'
2
4
0
'
R
E
M
O
V
E
E
N
D
T
I
E
-
I
N
P
O
R
T
I
O
N
O
F
T
R
A
I
L
,
I
N
S
T
A
L
L
N
E
W
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
A
N
D
T
R
A
N
S
I
T
I
O
N
T
R
A
I
L
I
N
T
O
S
I
D
E
W
A
L
K
R
E
M
O
V
E
E
X
T
G
.
T
E
M
P
O
R
A
R
Y
C
U
L
-
D
E
-
S
A
C
UNDERGROUND DRYUTILITY CONDUITSPER NWE(SEE DETAIL 5/C5.10)SPEED LIMIT SIGN PERCITY OF BOZEMAN DETAILS
S
P
E
E
D
L
I
M
I
T
S
I
G
N
P
E
R
C
I
T
Y
O
F
B
O
Z
E
M
A
N
D
E
T
A
I
L
S
I
N
S
T
A
L
L
N
O
P
A
R
K
I
N
G
S
I
G
N
P
E
R
C
I
T
Y
O
F
B
O
Z
E
M
A
N
D
E
T
A
I
L
S
(
T
Y
P
.
)
Y
E
L
L
O
W
C
U
R
B
P
A
I
N
T
F
O
R
N
O
P
A
R
K
I
N
G
(
T
Y
P
.
)
P
E
R
C
I
T
Y
O
F
B
O
Z
E
M
A
N
R
E
G
'
S
R
E
D
C
U
R
B
P
A
I
N
T
I
N
F
R
O
N
T
O
F
H
Y
D
R
A
N
T
S
(
T
Y
P
.
)
P
E
R
C
I
T
Y
O
F
B
O
Z
E
M
A
N
R
E
G
'
S
1
0
0
'
-
2
0
0
'
F
R
O
M
I
N
T
E
R
S
E
C
T
I
O
N
100' - 200'FROMINTERSECTION
S
T
R
E
E
T
/
P
E
D
E
S
T
R
I
A
N
L
I
G
H
T
I
N
G
P
E
R
C
I
T
Y
O
F
B
O
Z
E
M
A
N
(
T
Y
P
.
)
7
5
'
E
X
I
S
T
I
N
G
R
O
A
D
W
A
Y
E
A
S
E
M
E
N
T
I
N
S
T
A
L
L
C
R
O
S
S
W
A
L
K
S
I
G
N
P
E
R
C
I
T
Y
O
F
B
O
Z
E
M
A
N
D
E
T
A
I
L
S
(
T
Y
P
.
)
BY: DATE:RECORD DRAWINGS9-20-2019
4690 4700 4710 4720 4730
4
6
9
0
4
7
0
0
4
7
1
0
4
7
2
0
4
7
3
0
1
.
3
2
%
P
V
I
S
T
A
:
9
+
7
9
.
0
4
P
V
I
E
L
E
V
:
4
7
1
3
.
4
0
K
:
3
2
7
.
6
4
L
V
C
:
2
0
0
.
0
0
BVCS: 8+79.04
BVCE: 4712.07
EVCS: 10+79.04
EVCE: 4714.11
-1+00 4700.44700.440+00 4701.34701.104699.04701.761+00 4700.64702.424701.74703.082+00 4702.04703.754702.84704.413+00 4703.34705.074704.0
4705.73
4
+
0
0
4704.6
4706.39
4705.2
4707.06
5
+
0
0
4705.9
4707.72
4706.5
4708.38
6
+
0
0
4707.2
4709.04
4707.7
4709.70
7
+
0
0
4708.0
4710.37
4708.8
4711.03
8
+
0
0
4709.2
4711.69
4710.1
4712.34
9
+
0
0
4710.6
4712.94
4711.6
4713.45
1
0
+
0
0
4713.0
4713.89
4713.4
4714.26
1
1
+
0
0
4713.6
4714.62
4714.4
4714.97
1
2
+
0
0
4714.3
4715.33
4713.7
4715.69
1
3
+
0
0
℄ TSCHACHE LANE
G
A
S
G
A
S
G
A
S
GAS
S 8''S8''S8''S 8''W8''W8''W8''W 8''S 8''S 8''S 8''S
S
8''S
8''S
8''S
8''S
8''S
8''S
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
HY
D
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
ST ST ST ST
8''
S
8''
S
8''
S
8''
S
8''
S
8''
S
8''S 8''S 8''S 8''S 8''S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
8
'
'
S
S
S
S
S
HYD HYD
8
'
'
W
8''W8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
0+001+002+003+00
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
BL
O
C
K
9
LOT
8
LOT
7
LOT 5
LOT
6
P
H
A
S
E
4
H
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT
4
LOT
3
LOT 2LOT 1
P
H
A
S
E
4
G
BL
O
C
K
1
0
PHASE 4
F
PHASE 4
F
LOLO WAY
TSCHAC
H
E
L
A
N
E
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
BP: 0+00.00PC: 1+07.45PCC: 1+43.24PCC: 3+57.90 SPEEDLIMIT25
N
O
PA
R
K
I
N
G
A
N
Y
TI
M
E
LOLO WAY VAQUERO PKWY
TSCHACHE LN
V
A
Q
U
E
R
O
P
K
W
Y
STOP
STOP
0
'
5
0
'
1
0
0
'
1
5
0
'
S
C
A
L
E
1
"
=
5
0
'
H
O
R
I
Z
.
1
"
=
5
'
V
E
R
T
.
C
O
N
T
O
U
R
I
N
T
E
R
V
A
L
=
1
'
V
A
Q
U
E
R
O
R
O
A
D
P
&
P
S
T
A
.
-
1
+
0
0
T
O
S
T
A
.
1
3
+
0
0
H
E
C
Sep 20, 2019 - 12:01pmCAD FILE: M:\172708\Drawings\As-Built\C5.1 ROADS P&P.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
A
S
N
O
T
E
D
EXISTING GRND. ELEV. @ ℄
FINISHED GRND. ELEV. @ ℄
V
A
Q
U
E
R
O
R
O
A
D
P
&
P
C
5
.
1
M
A
T
C
H
L
I
N
E
S
T
A
.
8
+
5
0
M
A
T
C
H
L
I
N
E
S
H
E
E
T
C
5
.
2
BEGIN PROJECTSTA. 0+29.21SAW-CUT AND MATCHEXTG. ASPHALT
MATCH LINE ST
A
.
8
+
5
0
MATCH LINE SH
E
E
T
C
5
.
2
BEGIN PROJECTSTA. 0+29.21SAW-CUT AND MATCHEXTG. ASPHALTCONTRACTOR TOVERIFY EXTG.GRADES PRIOR TOBEGINNING DEAD END BARRICADESSEE DETAIL 4/C5.10
EXISTING GRND. ELEV. @ ℄
FINISHED GRND. ELEV. @ ℄
STA. 03+86.10FUTURE ROAD INTERSECTION TRANSITION FROM EXISTING20' ROAD WIDTH TO35' ROAD WIDTH FORVAQUERO OVER 30'
D
R
Y
U
T
I
L
I
T
Y
C
O
N
D
U
I
T
S
(
T
Y
P
.
)
I
N
S
T
A
L
L
P
E
R
N
W
E
S
T
A
N
D
A
R
D
S
INSTALL LUMINAIRE,PULL BOX AND 2"CONDUIT TO NWESERVICE
STA. 09+79.04
FUTURE ROAD INTERSECTION
INSTALL STREET NAME/STOP SIGNSEE DETAIL 3/C5.10BY: DATE:RECORD DRAWINGS9-20-2019
4690 4700 4710 4720 4730
4
6
9
0
4
7
0
0
4
7
1
0
4
7
2
0
4
7
3
0
0
.
7
1
%
PVI STA: 9+79.04PVI ELEV: 4713.40K: 327.64LVC: 200.00BVCS: 8+79.04BVCE: 4712.07EVCS: 10+79.04EVCE: 4714.114708.84711.038+00 4709.24711.694710.14712.349+00 4710.64712.944711.64713.4510+00 4713.04713.894713.44714.2611+00 4713.64714.624714.44714.9712+00 4714.34715.334713.7
4715.69
1
3
+
0
0
4714.3
4716.04
4715.2
4716.40
1
4
+
0
0
4715.7
4716.76
4715.8
4717.11
1
5
+
0
0
4715.5
4717.47
4715.4
4717.83
1
6
+
0
0
4715.8
4718.18
4716.9
4718.54
1
7
+
0
0
4714.9
4718.90
4719.2
1
8
+
0
0
4719.6
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
2
2
+
0
0
STA. 03+86.10FUTURE ROAD INTERSECTION ℄ TSCHACHE LANE GASGASGASGAS
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
S 8''S 8''S 8''S 8''W8''W8''W HYDSTSTSTST8''S8''S8''S8''S
8
'
'
S
8
'
'
S
8
'
'
S
S S
S
8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
H
Y
D
H
Y
D
8+009+0010+0011+0012+00
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
0
+
5
2
B
L
O
C
K
9
LOT 9
LOT 8
LOT 7
LOT 5
LOT 6
P
H
A
S
E
4
H
PHAS PHASE 4FTSCHACHE
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
E
P
:
2
0
+
5
2
.
0
5
STA:
1
2
+
5
6
.
6
4
OFF:
1
7
.
5
0
'
R
30' W
I
D
E
N
E
W
D
R
I
V
E
APP
R
O
A
C
H
(PER
C
o
B
D
E
T
A
I
L
F
O
R
NON
-
R
E
S
I
D
E
N
T
I
A
L
DRIV
E
W
A
Y
A
P
P
R
O
A
C
H
)
3
0
'
W
I
D
E
N
E
W
D
R
I
V
E
A
P
P
R
O
A
C
H
(
P
E
R
C
o
B
D
E
T
A
I
L
F
O
R
N
O
N
-
R
E
S
I
D
E
N
T
I
A
L
D
R
I
V
E
W
A
Y
A
P
P
R
O
A
C
H
)
S
P
E
E
D
L
I
M
I
T
2
5
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
N
O
P
A
R
K
I
N
G
A
N
Y
T
I
M
E
NOPARKINGANYTIMETSCHACHE LN VAQUERO PKWYSTOP
S
T
A
:
1
6
+
7
2
.
3
9
O
F
F
:
1
8
.
0
8
'
R
0
'
5
0
'
1
0
0
'
1
5
0
'
S
C
A
L
E
1
"
=
5
0
'
H
O
R
I
Z
.
1
"
=
5
'
V
E
R
T
.
C
O
N
T
O
U
R
I
N
T
E
R
V
A
L
=
1
'
V
A
Q
U
E
R
O
R
O
A
D
P
&
P
(
C
O
N
T
.
)
S
T
A
.
8
+
0
0
T
O
S
T
A
.
2
2
+
0
0
H
E
C
Sep 20, 2019 - 12:01pmCAD FILE: M:\172708\Drawings\As-Built\C5.1 ROADS P&P.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
A
S
N
O
T
E
D
S
A
J
EXISTING GRND. ELEV. @ ℄
FINISHED GRND. ELEV. @ ℄
V
A
Q
U
E
R
O
R
O
A
D
P
&
P
(
C
O
N
T
.
)
C
5
.
2
E
N
D
P
R
O
J
E
C
T
S
T
A
.
1
8
+
0
0
S
A
W
-
C
U
T
A
N
D
M
A
T
C
H
E
X
T
G
.
A
S
P
H
A
L
T
C
O
N
T
R
A
C
T
O
R
T
O
V
E
R
I
F
Y
E
X
T
G
.
G
R
A
D
E
S
P
R
I
O
R
T
O
B
E
G
I
N
N
I
N
G
E
N
D
P
R
O
J
E
C
T
S
T
A
.
1
8
+
0
0
S
A
W
-
C
U
T
A
N
D
M
A
T
C
H
E
X
T
G
.
A
S
P
H
A
L
T
DEAD END BARRICADESSEE DETAIL 4/C5.10 REMOVE EXTG. TEMP.TURNAROUNDMATCH LINE STA. 8+50MATCH LINE SHEET C5.1STA. 09+79.04FUTURE ROAD INTERSECTION MATCH LINE STA. 8+50MATCH LINE SHEET C5.1
D
R
Y
U
T
I
L
I
T
Y
C
O
N
D
U
I
T
S
(
T
Y
P
.
)
I
N
S
T
A
L
L
P
E
R
N
W
E
S
T
A
N
D
A
R
D
S
N
O
P
A
R
K
I
N
G
S
I
G
N
S
P
E
R
C
I
T
Y
O
F
B
O
Z
E
M
A
N
D
E
T
A
I
L
S
(
T
Y
P
.
)
I
N
S
T
A
L
L
L
U
M
I
N
A
I
R
E
,
P
U
L
L
B
O
X
A
N
D
2
"
C
O
N
D
U
I
T
T
O
N
W
E
S
E
R
V
I
C
E
T
I
E
I
N
T
O
E
X
I
S
T
I
N
G
R
O
A
D
W
A
Y
S
P
E
E
D
L
I
M
I
T
S
I
G
N
P
E
R
C
I
T
Y
O
F
B
O
Z
E
M
A
N
D
E
T
A
I
L
S
1
0
0
'
-
2
0
0
'
F
R
O
M
I
N
T
E
R
S
E
C
T
I
O
N
2
0
'
S
I
G
N
S
P
A
C
I
N
G
(
T
Y
P
.
)
INSTALL STREET NAME/STOP SIGNSEE DETAIL 3/C5.10
I
N
S
T
A
L
L
C
R
O
S
S
W
A
L
K
S
I
G
N
P
E
R
C
I
T
Y
O
F
B
O
Z
E
M
A
N
D
E
T
A
I
L
S
(
T
Y
P
.
)
BY: DATE:RECORD DRAWINGS9-20-2019
0+00 -1.3%-1.3%-1.5%-1.3%FL = 4700.31 FL = 4700.09 FL = 4700.00 FL = 4699.67FL = 4700.00FL = 4700.15 FL = 470
0
.
3
4
F
L
=
4
7
0
0
.
4
1
FL = 4700.40FL = 4700.23FL = 4700.46 FL = 4699.87FL = 4700.48FL = 4700.47GASGAS
G
A
S
G
A
S
G
A
S
ST ST STSTSTSTSTSTSTST10+00 FL = 4712.32FL = 4712.58FL = 4713.09 FL = 4712.62 FL = 4712.49 FL = 4712.43FL = 4712.14 -0.2%-1.1%-2.0%-1.2%FL = 4712.39FL = 4712.96
F
L
=
4
7
1
2
.
0
0
-1.0%-1.0%
-
0
.
5
%
F
L
=
4
7
1
1
.
7
9
F
L
=
4
7
1
1
.
8
0
R15'R15'R15'R15'
F
L
=
4
7
1
1
.
8
8
1
8
+
0
0
F
L
=
4
7
1
8
.
3
9
F
L
=
4
7
1
8
.
5
9
F
L
=
4
7
1
8
.
7
5
F
L
=
4
7
1
9
.
2
4
F
L
=
4
7
1
9
.
0
5
F
L
=
4
7
1
9
.
1
2
F
L
=
4
7
1
9
.
3
6
F
L
=
4
7
1
9
.
1
6
F
L
=
4
7
1
9
.
0
4
F
L
=
4
7
1
8
.
8
9
F
L
=
4
7
1
8
.
6
0
F
L
=
4
7
1
8
.
4
2
-
0
.
7
%
-
0
.
7
%
-
0
.
5
%
S
T
S
T
S
T
S
T
S
T
ST
ST
ST
ST
ST
S
T
S
T
4
+
0
0
F
L
=
4
7
0
5
.
3
7
F
L
=
4
7
0
4
.
9
8
F
L
=
4
7
0
4
.
9
5
F
L
=
4
7
0
5
.
5
7
F
L
=
4
7
0
4
.
5
5
F
L
=
4
7
0
4
.
7
5
-
1
.
6
%
-0.8%
F
L
=
4
7
0
4
.
4
1
F
L
=
4
7
0
4
.
3
0
R
1
5
'
F
L
=
4
7
0
4
.
7
9
-
1
.
3
%
H
E
C
Sep 20, 2019 - 12:01pmCAD FILE: M:\172708\Drawings\As-Built\C5.4 INTERSECTION DETAILS.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
A
S
N
O
T
E
D
I
N
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
C
5
.
4
S
C
A
L
E
:
1
"
=
1
0
'
1VAQUERO PARKWAY & LOLO WAY INTERSECTION
S
C
A
L
E
:
1
"
=
1
0
'
3VAQUERO PARKWAY & TSCHACHE LANE INTERSECTION
S
C
A
L
E
:
1
"
=
1
0
'
2
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
&
F
U
T
U
R
E
R
O
A
D
I
N
T
E
R
S
E
C
T
I
O
N
0
'
1
0
'
2
0
'
3
0
'
0
'
1
0
'
2
0
'
3
0
'
0
'
1
0
'
2
0
'
3
0
'
S
C
A
L
E
:
1
"
=
1
0
'
4
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
E
N
D
O
F
P
R
O
J
E
C
T
0
'
1
0
'
2
0
'
3
0
'
LOLO WAYTSCHAC
H
E
LANE VAQUEROPARKWAYVAQUEROPARKWAY
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
F
U
T
U
R
E
R
O
A
D
V
A
Q
U
E
R
O
P
A
R
K
W
A
Y
D
R
I
V
E
W
A
Y
R
1
5
'
EXISTING VALLEY GUTTEREXISTING ASPHALTPROPOSED
A
S
P
H
A
L
T
E
X
I
S
T
I
N
G
I
N
L
E
T
E
X
I
S
T
I
N
G
I
N
L
E
T
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
R
O
P
O
S
E
D
A
S
P
H
A
L
T
1. ALL ELEVATIONS ARE TO CURB FLOWLINE UNLESS NOTED OTHERWISE.GENERAL NOTES THIS SHEETBEGIN PROJ
E
C
T
SAW-CUT AN
D
M
A
T
C
H
EXTG. ASPH
A
L
T
E
N
D
P
R
O
J
E
C
T
S
A
W
-
C
U
T
A
N
D
M
A
T
C
H
E
X
T
G
.
A
S
P
H
A
L
T
E
N
D
P
R
O
J
E
C
T
S
A
W
-
C
U
T
A
N
D
M
A
T
C
H
E
X
T
G
.
A
S
P
H
A
L
T
B
Y
:
D
A
T
E
:
R
E
C
O
R
D
D
R
A
W
I
N
G
S
9
-
2
0
-
2
0
1
9
S
C
A
L
E
:
N
.
T
.
S
.
4
SCALE: N.T.S.3 EDGE OF SIGN TO CROSSWALK ℄ 9' (TYP.)2' MINFROMFACE OFCURB ROAD NAMEFOC TO EDGE OF SIGN2' MIN7' MIN.6" BLANKS WITH 4" LETTERS,APPROVED BY LOCALAUTHORITYINSTALL SQUARE POST (2") BRACKETFOR FLAT STREET SIGNSINSTALL STOP SIGN (MUTCD NO.R1-1) ORIENT POST FOR FUTURESTOP SIGN IF NO SIGN IS REQUIREDFOR THIS PHASE2" PERFORATED,SQUARE TUBE 14GAUGEGALVANIZEDSTEEL POST CROSS WALK ℄
T
Y
P
E
I
I
I
S
T
R
E
E
T
C
L
O
S
U
R
E
B
A
R
R
I
C
A
D
E
(
C
o
B
O
Z
E
M
A
N
D
E
T
A
I
L
0
9
8
1
0
-
2
)
STREET/STOP SIGN (CoBOZEMAN DETAIL 09810-1)NOTES:1.SEE CoBOZEMAN STANDARDDETAILS 09810-01 AND 09810-4.2.ALL SIGNAGE TO BE REVIEWEDAND APPROVED BY THE CITY OFBOZEMAN ENGINEER.3.REFERENCE MUTCD FORDIMENSIONS
S
C
A
L
E
:
N
.
T
.
S
.
2
B
O
U
L
E
V
A
R
D
S
I
D
E
W
A
L
K
W
I
T
H
P
E
R
P
E
N
I
C
U
L
A
R
P
E
D
E
S
T
R
I
A
N
R
A
M
P
S
E
C
T
I
O
N
V
I
E
W
(
C
o
B
O
Z
E
M
A
N
D
E
T
A
I
L
0
2
5
2
9
-
8
)
4
8
"
M
I
N
.
2
4
"
2
4
"
C
L
R
O
A
D
W
A
Y
2
"
P
E
R
F
O
R
A
T
E
D
,
S
Q
U
A
R
E
T
U
B
E
P
O
S
T
(
T
E
L
E
S
P
A
R
O
R
A
P
P
R
O
V
E
D
E
Q
U
A
L
)
1
8
"
D
I
A
M
O
N
D
B
L
A
C
K
P
A
N
E
L
W
I
T
H
9
R
E
D
R
E
F
L
E
C
T
O
R
S
,
3
"
M
I
N
.
S
I
Z
E
-
N
U
M
B
E
R
O
F
P
A
N
E
L
S
A
S
R
E
Q
U
I
R
E
D
B
Y
T
H
E
D
I
R
E
C
T
O
R
O
F
P
U
B
L
I
C
S
E
R
V
I
C
E
R
O
A
D
W
A
Y
G
R
A
D
E
S
I
G
N
P
O
S
T
F
O
U
N
D
A
T
I
O
N
A
S
P
E
R
C
o
B
O
Z
E
M
A
N
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
0
9
8
1
0
-
0
1
N
O
T
E
S
:
S
I
G
N
B
L
A
N
K
S
S
H
A
L
L
B
E
C
O
N
S
T
R
U
C
T
I
O
N
G
R
A
D
E
A
L
U
M
I
N
U
M
,
0
.
0
8
I
N
C
H
T
H
I
N
K
,
W
I
T
H
E
N
G
I
N
E
E
R
G
R
A
D
E
R
E
F
L
E
C
T
I
V
E
S
H
E
E
T
I
N
G
D
R
Y
U
T
I
L
I
T
Y
C
O
N
D
U
I
T
D
E
T
A
I
L
S
C
A
L
E
:
N
.
T
.
S
.
5
1
2
"
M
I
N
.
1
2
"
M
I
N
.
F
I
N
A
L
A
S
P
H
A
L
T
3
0
"
M
I
N
.
4
0
"
M
A
X
.
G
R
A
V
E
L
O
R
C
O
M
P
A
C
T
E
D
S
O
I
L
A
S
P
E
R
R
O
A
D
S
E
C
T
I
O
N
1
.
O
N
E
C
O
N
D
U
I
T
F
O
R
E
L
E
C
T
R
I
C
2
.
S
E
C
O
N
D
C
O
N
D
U
I
T
F
O
R
C
O
M
M
U
N
I
C
A
T
I
O
N
S
3
.
T
H
I
R
D
C
O
N
D
U
I
T
F
O
R
N
A
T
U
R
A
L
G
A
S
1
2
"
T
Y
P
I
C
A
L
N
-
1
2
D
O
U
B
L
E
W
A
L
L
C
O
R
R
U
G
A
T
E
D
P
O
L
Y
C
O
N
D
U
I
T
S
W
I
T
H
E
N
D
C
A
P
S
A
N
D
B
A
N
D
S
STREET SIGN PTPC5' SIDEWALK (TYP.)5.5' BLVD. (TYP.)R = 15'6" THICKCONCRETE SURFACE CURB (TYP.)BACK OF
N
O
L
I
P
9
.
5
"
1
:
1
2
M
A
X
.
4
"
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
3
"
G
R
A
V
E
L
B
A
S
E
(
T
Y
P
.
)
FLOW LINE
S
E
C
T
I
O
N
A
-
A
S
E
C
T
I
O
N
B
-
B
1
2
"
5
'
-
0
"
1
2
"
5
"
T
O
P
O
F
C
U
R
B
F
L
O
W
L
I
N
E
V
A
R
I
E
S
5
'
S
I
D
E
W
A
L
K
L
A
N
D
I
N
G
T
R
A
N
S
I
T
I
O
N
T
O
N
O
R
M
A
L
S
I
D
E
W
A
L
K
E
L
E
V
A
T
I
O
N
.
D
I
S
T
A
N
C
E
V
A
R
I
E
S
.
1
:
2
0
M
A
X
.
N
O
L
I
P
Flo
w
l
i
n
e
EXPANSIONJOINT 1' (TYP.)1:20 MAX.1:20 MAX.2% MAX.2% MAX.EXPANSIONJOINTS5' X 5'SIDEWALKLANDING
2
1
/
2
"
D
E
P
R
E
S
S
E
D
S
I
D
E
W
A
L
K
L
A
N
D
I
N
G
S
T
A
N
D
A
R
D
C
U
R
B
S
E
C
T
I
O
N
5'
N
O
S
C
A
L
E
N
O
S
C
A
L
E
R
A
M
P
S
E
C
T
I
O
N
C
-
C
N
O
S
C
A
L
E
S
C
A
L
E
:
N
.
T
.
S
.
1BOULEVARD SIDEWALK WITH PERPENICULAR PEDESTRIAN RAMP (CoBOZEMAN DETAIL 02529-8)
N
O
T
E
S
1
.
S
T
A
N
D
A
R
D
A
P
P
L
I
E
S
T
O
N
E
W
C
O
N
S
T
R
U
C
T
I
O
N
,
W
I
T
H
M
A
X
.
C
U
R
B
R
=
1
5
'
,
A
N
D
M
I
N
.
5
.
5
'
B
O
U
L
E
V
A
R
D
S
.
2
.
R
A
M
P
A
N
D
C
U
R
B
C
A
N
B
E
P
O
U
R
E
D
M
O
N
O
L
I
T
H
I
C
A
L
L
Y
.
3
.
S
T
O
R
M
D
R
A
I
N
I
N
L
E
T
S
S
H
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
"
U
P
S
T
R
E
A
M
"
O
F
R
A
M
P
S
.
A
L
T
E
R
N
A
T
I
V
E
L
O
C
A
T
I
O
N
S
P
E
R
M
I
T
T
E
D
O
N
L
Y
U
P
O
N
C
I
T
Y
E
N
G
I
N
E
E
R
'
S
A
P
P
R
O
V
A
L
.
4
.
R
A
M
P
W
I
D
T
H
S
H
A
L
L
B
E
5
'
M
I
N
I
M
U
M
.
5
.
S
I
D
E
W
A
L
K
C
R
O
S
S
-
S
L
O
P
E
S
S
H
A
L
L
N
O
T
E
X
C
E
E
D
2
%
.
6
.
B
E
G
I
N
R
A
M
P
S
L
O
P
E
A
T
F
L
O
W
L
I
N
E
O
F
G
U
T
T
E
R
NOTES:1.RAMPS ARE TO BE CONSTRUCTED WITH DETECTABLE WARNING SURFACES COMPLYING WITH ADAAG,COVERING THE ENTIRE WIDTH OF THE RAMPS. ONE CORNER OF THE DETECTABLE WARNING SURFACE MUSTBE WITHIN 8" OF THE GUTTER FLOWLINE; NO OTHER POINT ON THE LEADING EDGE OF THE DETECTABLEWARNING SURFACE MAY BE MORE THAN 5' FROM THE FLOWLINE.TRUNCATED DOMES PER CoB DESIGN STANDARDS
C
5
.
1
0
A
S
N
O
T
E
D
H
E
C
Sep 20, 2019 - 12:01pmCAD FILE: M:\172708\Drawings\As-Built\C5.10-ROADS DETAILS.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
R
O
A
D
D
E
T
A
I
L
S
BY:
D
A
T
E
:
RECORD
D
R
A
W
I
N
G
S
9
-
2
0
-
2
0
1
9
S
C
A
L
E
:
N
.
T
.
S
.
2"9"2'34" per 1' SLOPE3"15"3" of ASPHALT18"of 6" MINUS PITRUN SLOPESLOPE
4
"
o
f
3
/
4
"
M
I
N
U
S
W
A
S
H
E
D
R
O
C
K
4
"
o
f
M
-
4
0
0
0
C
O
N
C
R
E
T
E
(
6
"
F
O
R
D
R
I
V
E
-
O
V
E
R
)
TOP OFCURBASPHALT DEPRESS CURB TO THIS LINE FOR CURBDROP. THE TRANSITION LENGTH BETWEEN ANORMAL CURB SECTION AND A DROP CURBSECTION SHALL BE 3' MIN.SCALE: N.T.S.6TYPICAL ROAD SECTION
S
C
A
L
E
:
N
.
T
.
S
.
7SIDEWALK SECTIONSCALE: N.T.S.8CARRY CURB SECTION (COB DETAIL #2528-01)
S
C
A
L
E
:
N
.
T
.
S
.
9NOT USED 12'
C
L
3
7
.
5
'
R
I
G
H
T
-
O
F
-
W
A
Y
(
F
R
O
M
C
L
)
1
5
.
5
'
D
R
I
V
I
N
G
&
P
A
R
K
I
N
G
L
A
N
E
2
'
C
U
R
B
1
4
'
B
O
U
L
E
V
A
R
D
(
V
A
R
I
E
S
)
5
'
S
I
D
E
W
A
L
K
1
'
B
U
F
F
E
R
T
O
R
O
W
11
S
C
A
L
E
:
N
.
T
.
S
.
TYPICAL VAQUERO STREET DETAIL 37.5' RIGHT-OF-WAY (FROM CL)2'CURB 14'BOULEVARD(VARIES)5'SIDEWALK 1'BUFFER TO ROW ROW
ROW
7
5
'
R
O
W
3
%
S
L
O
P
E
3
%
S
L
O
P
E
6" of 1.5" MINUS
1
5
.
5
'
DRIVING &
P
A
R
K
I
N
G
L
A
N
E
EXISTING SUBGRADEOR EXCESS 6" MINUSPITRUN (SEEGEOTECH REPORT)15
C
L
3
0
'
R
I
G
H
T
-
O
F
-
W
A
Y
(
F
R
O
M
C
L
)
1
4
.
5
'
D
R
I
V
I
N
G
&
P
A
R
K
I
N
G
L
A
N
E
2
'
C
U
R
B
7
.
5
B
O
U
L
E
V
A
R
D
5
'
S
I
D
E
W
A
L
K
1
'
B
U
F
F
E
R
T
O
R
O
W
30' RIGHT-OF-WAY (FROM CL)2'CURB 7.5'BOULEVARD 5'SIDEWALK 1'BUFFER TO ROW ROW
ROW
6
0
'
R
O
W
3
%
S
L
O
P
E
3
%
S
L
O
P
E
1
4
.
5
'
DRIVING &
P
A
R
K
I
N
G
L
A
N
E
TYPICAL TSCHACHE STREET DETAIL
M
A
X
.
T
H
R
O
A
T
W
I
D
T
H
3
5
'
C
O
M
M
E
R
C
I
A
L
M
A
I
N
T
A
I
N
P
R
O
P
E
R
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
P
E
R
Z
O
N
I
N
G
R
E
G
U
L
A
T
I
O
N
S
1
'
PROPERTY LINE
5
'
V
A
R
I
A
B
L
E
(
5
.
5
'
T
Y
P
.
)
5
'
T
R
A
N
S
I
T
I
O
N
S
E
C
T
I
O
N
F
R
O
M
E
X
I
S
T
I
N
G
C
U
R
B
T
O
D
R
O
P
C
U
R
B
:
E
X
P
A
N
S
I
O
N
J
O
I
N
T
S
C
O
M
P
L
E
T
E
L
Y
A
R
O
U
N
D
S
I
D
E
W
A
L
K
S
E
C
T
I
O
N
C
U
R
B
&
A
P
R
O
N
P
O
U
R
E
D
M
O
N
O
L
I
T
H
I
C
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
A
P
P
R
O
V
E
D
C
O
N
T
R
A
C
T
I
O
N
J
O
I
N
T
B
A
C
K
O
F
C
U
R
B
F
L
O
W
L
I
N
E
E
D
G
E
O
F
G
U
T
T
E
R
*
5
'
5
.
5
'
T
Y
P
.
(
V
A
R
I
E
S
)
1
'
S
I
D
E
W
A
L
K
P
O
R
T
I
O
N
D
R
I
V
E
W
A
Y
P
O
R
T
I
O
N
C
U
R
B
&
G
U
T
T
E
R
6
"
W
A
S
H
E
D
PROPERTY LINE
C
O
N
S
T
A
N
T
G
R
A
D
E
R
O
C
K
4
0
'
I
N
D
U
S
T
R
I
A
L
E
X
P
A
N
S
I
O
N
J
O
I
N
T
S
A
T
C
U
R
B
R
E
T
U
R
N
S
E
X
P
A
N
S
I
O
N
J
O
I
N
T
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
1
/
2
"
T
H
I
C
K
P
R
E
-
F
O
R
M
E
D
B
I
T
U
M
I
N
O
U
S
T
R
E
A
T
E
D
F
I
B
E
R
B
O
A
R
D
F
I
L
L
E
R
.
A
L
L
C
U
R
B
R
E
P
L
A
C
E
M
E
N
T
S
H
A
L
L
B
E
D
O
N
E
W
I
T
H
I
N
T
E
G
R
A
L
C
U
R
B
A
N
D
G
U
T
T
E
R
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
A
P
P
R
O
V
E
D
.
C
O
N
T
R
A
C
T
I
O
N
J
O
I
N
T
S
T
O
B
E
S
P
A
C
E
D
A
T
1
0
'
I
N
T
E
R
V
A
L
S
I
N
C
U
R
B
&
G
U
T
T
E
R
S
I
D
E
W
A
L
K
C
O
N
T
R
A
C
T
I
O
N
J
O
I
N
T
S
S
P
A
C
E
D
A
T
5
'
I
N
T
E
R
V
A
L
S
-
M
I
N
.
D
E
P
T
H
1
"
.
E
X
P
A
N
S
I
O
N
J
O
I
N
T
S
T
O
B
E
P
L
A
C
E
D
A
T
2
5
'
I
N
T
E
R
V
A
L
S
.
G
R
A
D
E
E
S
T
A
B
L
I
S
H
E
D
A
S
1
/
4
"
R
I
S
E
P
E
R
F
O
O
T
F
R
O
M
T
O
P
O
F
A
D
J
A
C
E
N
T
F
U
L
L
H
E
I
G
H
T
C
U
R
B
O
R
M
A
T
C
H
E
X
I
S
T
I
N
G
S
I
D
E
W
A
L
K
G
R
A
D
E
S
C
A
L
E
:
N
.
T
.
S
.
1
0
N
O
N
-
R
E
S
I
D
E
N
T
I
A
L
D
R
I
V
E
W
A
Y
A
P
P
R
O
A
C
H
(
C
o
B
O
Z
E
M
A
N
D
E
T
A
I
L
0
2
5
2
9
-
1
2
)
M
I
N
.
6
"
T
H
I
C
K
M
-
4
0
0
0
C
O
N
C
R
E
T
E
3
"
W
A
S
H
E
D
R
O
C
K
2
%
S
L
O
P
E
2
%
S
L
O
P
E
2
%
S
L
O
P
E
2
%
S
L
O
P
E
2% SLOPE2% SLOPE2% SLOPE2% SLOPE
C
5
.
1
1
A
S
N
O
T
E
D
H
E
C
Sep 20, 2019 - 12:01pmCAD FILE: M:\172708\Drawings\As-Built\C5.10-ROADS DETAILS.dwg
R
E
V
I
S
I
O
N
S
D
A
T
E
P
R
O
J
E
C
T
N
U
M
B
E
R
H
Y
A
L
I
T
E
E
n
g
i
n
e
e
r
s
,
P
L
L
C
2
3
0
4
N
7
t
h
A
v
e
.
S
t
e
.
L
B
o
z
e
m
a
n
,
M
T
5
9
7
1
5
T
e
l
:
(
4
0
6
)
5
8
7
.
2
7
8
1
w
w
w
.
h
y
a
l
i
t
e
e
n
g
.
c
o
m
F
a
x
:
(
4
0
6
)
5
2
2
.
9
2
2
5
2
0
1
8
1
7
2
7
0
8
CD SET - 22x34 originals
S
C
A
L
E
S
H
E
E
T
T
I
T
L
E
D
E
S
I
G
N
B
Y
C
R
O
S
S
I
N
G
A
T
P
H
A
S
E
4
G
&
4
H
B
O
Z
E
M
A
N
,
M
T
C
H
E
E
K
Y
M
O
N
K
E
Y
D
E
V
E
L
O
P
M
E
N
T
L
L
C
B
A
X
T
E
R
M
E
A
D
O
W
S
1
2
7
6
N
1
5
T
H
A
V
E
.
S
U
I
T
E
1
0
3
B
O
Z
E
M
A
N
,
M
T
5
9
7
1
5
M
A
R
C
H
7
,
2
0
1
9
B
C
M
/
S
A
J
R
O
A
D
D
E
T
A
I
L
S
(
C
O
N
T
.
)
B
Y
:
D
A
T
E
:
R
E
C
O
R
D
D
R
A
W
I
N
G
S
9
-
2
0
-
2
0
1
9