HomeMy WebLinkAboutDDW-2024-007260Pl
o
t
D
a
t
e
:
4/
1
6
/
2
0
2
4
\\
J
U
B
\
C
E
N
T
R
A
L
\
C
L
I
E
N
T
S
\
U
T
\
S
L
C
D
P
U
\
P
R
O
J
E
C
T
S
\
8
3
-
2
3
-
0
3
4
_
B
O
N
N
E
V
I
L
L
E
B
L
V
D
W
A
T
E
R
P
I
P
E
L
I
N
E
R
\
D
E
S
I
G
N
\
C
A
D
\
S
H
E
E
T
\
8
3
-
2
3
-
0
3
4
_
G
-
0
0
1
.
D
W
G
S
A
L T L
A
K
E
CI T Y
Tyler Roberts
N
1500 300
SCALE IN FEET
Tyler Roberts
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES
Call before you dig.
Know what's below .
R
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
Tyler Roberts
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES
Call before you dig.
Know what's below .
R
’
’
’
·
·
·
·
·
·
·
·
·
·
Tyler Roberts
DISCIPLINE DESIGNATORS
SHEET TYPE DESIGNATORS
SECTION IDENTIFICATION DETAIL IDENTIFICATION
SCALE:A SECTION
SCALE:A1 DETAIL
CA
L
L
O
U
T
LA
B
E
L
C-501
A
C-501
A1
SECTION AND DETAIL IDENTIFIERS
SHEET NUMBERING
LINE LEGEND
STORM DRAIN
SANITARY SEWER
WATER
IRRIGATION
GAS
UTILITY
BOUNDARY
SITE
ROADWAY
POWER / COMMUNICATIONS
EXISTING
LINE
LINE
DESCRIPTION
PROPOSED
LINE
EXISTING
LINE
LINE
DESCRIPTION
PROPOSED
LINE
Tyler Roberts
ABBREVIATIONS
SURVEY
SITE
UTILITIES
COMMUNICATION
DOMESTIC WATER
ELECTRIC
IRRIGATION
NATURAL GAS
SANITARY SEWER
STORM DRAIN
FITTINGS
VALVES
ROAD MARKINGS
ROADWAY
ROADWAY (CONT.)
EXISTING
SYMBOL
SYMBOL
DESCRIPTION
PROPOSED
SYMBOL
EXISTING
SYMBOL
SYMBOL
DESCRIPTION
PROPOSED
SYMBOL
EXISTING
SYMBOL
SYMBOL
DESCRIPTION
PROPOSED
SYMBOL
EXISTING
SYMBOL
SYMBOL
DESCRIPTION
PROPOSED
SYMBOL
Tyler Roberts
N
0
SCALE IN FEET
100 200
S
1
0
°
1
8
'
0
2
"
E
2
1
8
.
0
1
'
S83°58'41"E 1,885.
9
1
'
M
E
A
S
U
R
E
D
S89°49'57'E 76.98'
MEASURED
N00°17'15'E 66.99'
MEASURED
S00°18'13'W 59.62'
MEASURED
CP-2445
CP-2443
CP-2442
CP-2444
CP-2000
CP-2001
SURVEYOR'S CERTIFICATE
I, JASON D. WILLES, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR AND THAT I HOLD LICENSE NO. 376067 IN
ACCORDANCE WITH TITLE 58, CHAPTER 22 OF THE PROFESSIONAL ENGINEERS AND LAND SURVEYORS LICENSING ACT, UTAH CODE
ANNOTATED, 1953 AS AMENDED. I ALSO CERTIFY THAT THIS SURVEY CONTROL SHEET WAS PREPARED UNDER MY DIRECTION. I
FURTHER STATE THAT THE INTENT OF THIS SURVEY CONTROL SHEET IS TO PROVIDE THE COORDINATE DATA AND THE BASIS OF
BEARINGS THAT WAS USED FOR THE DESIGN OF THE PROJECT CONTAINED IN THIS PLAN SET. I CERTIFY THAT THE PROJECT
COORDINATES AND ELEVATIONS LISTED WERE VERIFIED BASED ON GPS RTK FIELD MEASUREMENTS AND PERTAIN ONLY TO THE
PROJECT AREA DEPICTED ON THIS SHEET. I CERTIFY THAT THE VALUES SHOWN REFLECT THE POSITION OF EACH CONTROL POINT
AT THE TIME THE DESIGN SURVEY WAS COMPLETED. HOWEVER, DUE TO THE LENGTH OF TIME BETWEEN THE DESIGN SURVEY
AND THE ACTUAL CONSTRUCTION PERIOD I MAKE NO GUARANTEE, NOR DO I CERTIFY, THAT THE POINTS SHOWN ARE
UNDISTURBED OR CURRENTLY IN PLACE. ALL VALUES AND POSITIONS SHOULD BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION
ACTIVITIES.
SURVEY CONTROL NOTES
1. THE BEARINGS SHOWN HEREON WERE DERIVED USING THE U.G.R.C. "T.U.R.N." V.R.S. NETWORK. CONTROL POINT
OCCUPATION DATES: OCTOBER 10 THRU OCTOBER 23, 2023. NETWORK SPATIAL REFERENCE: N.A.D. 83 (2011) EPOCH 2010.
2. THE PROJECT COORDINATES SHOWN HEREON WERE DERIVED BY HOLDING THE OBSERVED N.A.D. 83, U.S. SURVEY FOOT,
STATE PLANE, UTAH CENTRAL ZONE VALUES FOR EACH CONTROL POINT AND SCALING SAID VALUES TO GROUND ABOUT
POINT 0,0 USING A COMBINED GRID TO GROUND SCALE FACTOR OF 1.0001882652. A FALSE NORTHING OF -7,000,000 AND A
FALSE EASTING OF -1,000,000 WERE THEN APPLIED. ALL PROJECT COORDINATES AND THE RESULTING DISTANCES BETWEEN
THEM ARE GROUND VALUES.
TO CONVERT TO STATE PLANE COORDINATES USE THE FOLLOWING FORMULAS:
STATE PLANE NORTHING = (PROJECT NORTHING + 7,000,000) / 1.0001882652
STATE PLANE EASTING = (PROJECT EASTING +1,000,000) / 1.0001882652
3. THE BASIS OF BEARINGS WAS ESTABLISHED USING THE OBSERVED N.A.D. 83 BEARING OF SOUTH 84°12'26" EAST ALONG THE
LINE BETWEEN CONTROL POINT NUMBER 2001 AND CONTROL POINT NUMBER 2443. SALT LAKE COUNTY MONUMENTS WERE
FOUND TO BE AS SHOWN ON THEIR RESPECTIVE REFERENCE SHEETS ON FILE AT THE OFFICE OF THE SALT LAKE COUNTY
SURVEYOR. OTHER MONUMENTS WERE FOUND TO BE AS DEPICTED ON SUBDIVISION PLATS OF RECORD.
4. CONTROL POINT NUMBER 2001 SERVES AS THE PRIMARY VERTICAL CONTROL POINT (BENCHMARK) FOR THIS PROJECT USING
THE V.R.S. DERIVED N.A.V.D. 88, U.S. SURVEY FOOT ELEVATION OF 4,761.420 (GEOID 18).
5. THE CONTROL POINT COORDINATES SHOWN HEREON ARE BASED ON ACTUAL FIELD MEASUREMENTS AND SHOULD BE USED
FOR ALL CONSTRUCTION STAKING.
BASIS OF BEARIN
G
S
=
S
8
4
°
1
2
'
2
6
"
E
M
E
A
S
U
R
E
D
04/10/24
EA
S
T
C
A
P
I
T
O
L
B
L
V
D
.
700 NORTH
EA
S
T
C
A
P
I
T
O
L
S
T
.
(
1
0
0
E
)
BO
N
N
E
V
I
L
L
E
B
L
V
D
.
CA
N
Y
O
N
R
D
.
(
1
3
0
E
)
PENNY PARADE DR. (575 N)
BO
N
N
E
V
I
L
L
E
"D
"
S
T
.
(
3
5
0
E
)
12TH AVE.
"E
"
S
T
.
CAPITOL PARK AVE.
3
6
0
E
M
E
A
S
U
R
E
D
BL
V
D
.
LOT 2 PANORAMA SUBDIVISION
LOT 3 PANORAMA SUBDIVISION
LOT 4 PANORAMA SUBDIVISION
STA:20+15.60
REMOVE & REPLACE FIRE HYDRANT #1
SEE SHEET C-205
STA:22+28.63
REMOVE & REPLACE VALVE VAULT & DRAIN
SEE SHEET C-203
STA:28+28.01
REMOVE & REPLACE FIRE HYDRANT #2
SEE SHEET C-205
STA:31+97.35
EXIST. GATE VALVE
ABANDON IN PLACE
STA:30+73.09
EXIST. GATE VALVE
ABANDON IN PLACE
STA:31+76.75
EXIST. APPROX. 45° BEND
STA:32+14.34
EXIST. APPROX. 45° BEND
STA:33+33.97
INSERT PIT #2
SEE SHEET C-204
STA:15+99.16
INSTALL COMBINATION AIR
RELEASE VALVE ASSEMBLY
STA:28+16.63
RECONNECT SERVICE CONNECTION
SEE SHEET C-205
CA
P
I
T
O
L
PA
R
K
A
V
E
.
700 N
B
O
N
N
E
V
I
L
L
E
B
L
V
D
B
O
N
N
E
V
I
L
L
E
B
L
V
D
C
A
N
Y
O
N
R
D
CA
P
I
T
O
L
B
L
V
D
STA:14+70.30
INSERT PIT #1
SEE SHEET C-202
STA:33+06.06
EXIST. APPROX. 11.25 BEND
STA:32+55.49
INSTALL COMBINATION AIR
RELEASE VALVE ASSEMBLY
14+50
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+0
0
33+00 33+46
PROJECT OCCURS WITHIN THE CAPITOL PARK HOA.
ANY TRAFFIC CONTROL OR STAGING THAT HAPPENS
WITHIN THE PRIVATELY OWNED ROADWAY MUST BE
DIRECTLY NEGOTIATED WITH THE CAPITOL PARK HOA.
STA:32+61.32
EXIST. APPROX. 11.25 BEND
4480
4520
4560
4600
4640
4680
4720
4760
4800
4840
4480
4520
4560
4600
4640
4680
4720
4760
4800
4840
14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50
EXISTING GROUND
STA:14+70.30
INSERT PIT #1
SEE SHEET C-202
STA:15+99.16
AIR/VAC VALVE ASSEMBLY
STA:33+33.97
INSERT PIT #2
SEE SHEET C-204
STA:33+06.06
APPROX. 11.25 BEND
STA:32+14.34
APPROX. 45 BEND
STA:31+97.35
GATE VALVE
STA:31+76.75
APPROX. 45 BEND
STA:28+28.01
FIRE HYDRANT #2
STA:22+28.63
VALVE VAULT & DRAIN
STA:20+15.60
FIRE HYDRANT #1
STA:30+73.09
GATE VALVE
STA:32+55.49
AIR/VAC VALVE ASSEMBLY
STA:32+61.32
APPROX. 11.25 BEND
-60
.
4
%
-7
6
.
3
%
-19.2%
-
5
7
.
5
%
-
6
5
.
2
%
-
6
2
.
0
%
-23
.
5
%
-
4
8
.
9
%
RED BRICK CT
BONNEVILLE BLVD
CANYON RD
BONNEVILLE BLVD
CAPITOL BLVD
0
0
SCALE IN FEET
VERT
HORZ 80 160
80 160
N
Tyler Roberts
704 N CAPITOL BLVD
698 N CAPITOL BLVD
RESTORE LANDSCAPE TO
PRE-CONSTRUCTION CONDITIONS
14+50
15+00
16+00
1EXIST. 12" CIP WL
EXIST. SYSTEM VALVE
PROTECT IN PLACE-
EXIST. RESIDENTIAL TREES
EXIST. TREE
EXIST. TREE
EXIST. TREE
20
PROTECT IN PLACE -
CURB & GUTTER,
AND ASPHALT
STA:14+78.30
EDGE OF 8' x 5' INSERT PIT #1
START PRIMUS LINING
CONNECT TO EXIST. CIP PIPE
SOFT EXCAVATION REQ'D TO PROTECT IN PLACE
EXISTING TREE (HYDROEXCAVATION)
3
STA:15+99.16
INSTALL COMBINATION AIR VALVE
SOFT EXCAVATION REQUIRED
14
4
PROTECT IN PLACE -
EXISTING FIBER
OPTIC MH VAULT
PROTECT IN PLACE -
12" INSERTA VALVE.
CONTRACTOR TO PROVIDE BRACING
TO SUPPORT APPROX. 15,000 LBF
PROTECT IN PLACE
10" CHEVRON GAS PIPELINES.
CHEVRON REPRESENTATIVE TO BE ONSITE DURING EXCAVATION.
SEE SHEET G-004 FOR CONTACT INFORMATION
4752
4754
4756
4758
4760
4762
4764
4766
4768
4770
4752
4754
4756
4758
4760
4762
4764
4766
4768
4770
14+50 15+00 15+50 16+00 16+50
8' x 5'4
1
13
EXISTING GROUND
STA:14+78.30
BEGIN PRIMUS LINING
VERIFY LOCATION & DEPTH
3
14"
COVER
SHEET KEY NOTES
1 INSTALL PRIMUS MEDIUM PRESSURE LINER
PER SPECIFICATION 33 07 00 FROM STA. 14+78
TO STA. 20+15 AND STA. 28+19 TO STA. 33+42
WITHIN EXISTING 12" CAST IRON PIPE.
2 INSTALL PRIMUS HIGH PRESSURE LINER PER
SPECIFICATION 33 07 00 FROM STA. 20+15 TO
STA. 28+14 WITHIN EXISTING 12" CAST IRON
PIPE.
3 CONNECT TO EXISTING CAST IRON PIPE USING
PRIMUS CONNECTERS PER SPECIFICATION
33 07 00.
4 INSERTION PIT SIZED PER PLAN.
5 REMOVE & REPLACE BITUMINOUS ASPHALT
PER 2017 APWA STD. PLAN 255.
6 REMOVE & REPLACE CONCRETE DRIVEWAY &
CURB
7 REMOVE & DISPOSE OF EXISTING FIRE
HYDRANT ASSEMBLY
8 REMOVE VALVE BOX, REMOVE VALVE INNER
COMPONENTS, & CAP VALVE W/ FABRICATED
FLAT PLATE
9 REMOVE & DISPOSE OF EXISTING VAULT,
FLOOR, VALVES, PIPES, AND APPURTENANCES.
10 REMOVE & DISPOSE OF EXISTING OF SERVICE
CONNECTION.
11 INSTALL FIRE HYDRANT ASSEMBLY PER 2017
APWA STD. PLAN 511
12 INSTALL GATE VALVE (SEE PLANS FOR SIZE)
13 INSTALL COMBINATION AIR VALVE & 5' DIA.
MANHOLE PER DETAIL B ON SHEET C-501
14 INSTALL COMBINATION AIR VALVE & BOX PER
DETAIL C ON SHEET C-501
15 INSTALL AIR VALVE VENT PER 2017 APWA STD.
PLAN 575
16 INSTALL PRE-CAST VALVE VAULT &
APPURTENANCES PER PLANS ON SHEET C-301
17 INSTALL PRE-CAST DRAIN BOX PER PLANS ON
SHEET C-301
18 INSTALL 2" SERVICE CONNECTION PER DETAIL
A/C-501 AND 2017 APWA STD. PLAN 552.
19 INSTALL RIP RAP FROM DRAIN BOX TO CREEK
PER DETAIL B ON SHEET C-502
20 LANDSCAPE RESTORATION
21 INSTALL 12" TALL CURB. MATCH EXISTING
CURB WIDTH.
CAPITOL BLVD.
0
0
SCALE IN FEET
VERT
HORZ 10 20
5 10
N
C
A
P
I
T
O
L
B
L
V
D
A1
C-206
A2
C-206
A3
C-206
A3
C-206
Tyler Roberts
C
I
T
Y
C
R
E
E
K
22+00
23+00
2
8
17
19
EXIST. 12" CIP WL
TRAFFIC CONTROL PLAN NEEDED FOR CANYON ROAD.
CONTRACTOR REQ'D TO COORDINATE WITH SALT LAKE CITY.
STA:22+28.63
VALVE VAULT16
1
1
'
5'
5
'
5
'
8'
LIMIT CONSTRUCTION DISTURBANCE TO RIP
RAP BOUNDARIES. ANY DISTURBANCE OUTSIDE
OF RIP RAP FOOTPRINT SHALL BE RESTORED
TO PRE-CONSTRUCTION CONDITIONS.
·COMPLETELY REMOVE AND DISPOSE OF EXISTING VALVES.
·LENGTH & DIRECTION OF EXIST. DRAIN PIPE IS UNKNOWN.
CONTRACTOR TO COMPLETELY REMOVE EXISTING DRAIN PIPE.
REMOVE & REPLACE EXISTING TREES AS NEEDED.
CONTRACTOR TO RECEIVE APPROVAL FROM OWNER
PRIOR TO REMOVAL OF TREES.
4530
4532
4534
4536
4538
4540
4542
4544
4546
4548
4550
4552
4554
4556
4558
4560
4562
4564
4566
4568
4570
4572
4530
4532
4534
4536
4538
4540
4542
4544
4546
4548
4550
4552
4554
4556
4558
4560
4562
4564
4566
4568
4570
4572
21+50 22+00 22+50 23+00 23+50
EXISTING GROUND
SHEET KEY NOTES
1 INSTALL PRIMUS MEDIUM PRESSURE LINER
PER SPECIFICATION 33 07 00 FROM STA. 14+78
TO STA. 20+15 AND STA. 28+19 TO STA. 33+42
WITHIN EXISTING 12" CAST IRON PIPE.
2 INSTALL PRIMUS HIGH PRESSURE LINER PER
SPECIFICATION 33 07 00 FROM STA. 20+15 TO
STA. 28+14 WITHIN EXISTING 12" CAST IRON
PIPE.
3 CONNECT TO EXISTING CAST IRON PIPE USING
PRIMUS CONNECTERS PER SPECIFICATION
33 07 00.
4 INSERTION PIT SIZED PER PLAN.
5 REMOVE & REPLACE BITUMINOUS ASPHALT
PER 2017 APWA STD. PLAN 255.
6 REMOVE & REPLACE CONCRETE DRIVEWAY &
CURB
7 REMOVE & DISPOSE OF EXISTING FIRE
HYDRANT ASSEMBLY
8 REMOVE VALVE BOX, REMOVE VALVE INNER
COMPONENTS, & CAP VALVE W/ FABRICATED
FLAT PLATE
9 REMOVE & DISPOSE OF EXISTING VAULT,
FLOOR, VALVES, PIPES, AND APPURTENANCES.
10 REMOVE & DISPOSE OF EXISTING OF SERVICE
CONNECTION.
11 INSTALL FIRE HYDRANT ASSEMBLY PER 2017
APWA STD. PLAN 511
12 INSTALL GATE VALVE (SEE PLANS FOR SIZE)
13 INSTALL COMBINATION AIR VALVE & 5' DIA.
MANHOLE PER DETAIL B ON SHEET C-501
14 INSTALL COMBINATION AIR VALVE & BOX PER
DETAIL C ON SHEET C-501
15 INSTALL AIR VALVE VENT PER 2017 APWA STD.
PLAN 575
16 INSTALL PRE-CAST VALVE VAULT &
APPURTENANCES PER PLANS ON SHEET C-301
17 INSTALL PRE-CAST DRAIN BOX PER PLANS ON
SHEET C-301
18 INSTALL 2" SERVICE CONNECTION PER DETAIL
A/C-501 AND 2017 APWA STD. PLAN 552.
19 INSTALL RIP RAP FROM DRAIN BOX TO CREEK
PER DETAIL B ON SHEET C-502
20 LANDSCAPE RESTORATION
21 INSTALL 12" TALL CURB. MATCH EXISTING
CURB WIDTH.
CANYON RD
0
0
SCALE IN FEET
VERT
HORZ 10 20
5 10
N
16
C
A
N
Y
O
N
R
D
A1
C-207
A2
C-207
A3
C-207
Tyler Roberts
STA:33+37.94
INSTALL FL X MJ ADAPTER
INSTALL FLANGED 12" GATE VALVE
USE PRIMUS CONNECTOR TO CONNECT TO GATE VALVE
STA:32+61.32
APPROX. 11.25° BEND
STA:32+55.49
INSTALL COMBINATION AIR VALVE ASSEMBLY
PRECISE LOCATION TO BE CONFIRMED BEFORE CONSTRUCTION
STA:32+14.34
APPROX. 45° BEND
STA:31+97.36
EXIST. GATE VALVE
STA:31+76.75
APPROX. 45° BEND
STA:30+73.09
EXIST. GATE VALVE
31+00
32+0
0
33+00 33+46
348 E. RED BRICK CT
346 E. RED BRICK CT
343 E. RED BRICK CT
351 E. RED BRICK CT
12
3
8
8
13
20
1
4
6
RESTORE LANDSCAPE FROM DRIVEWAY
TO GATE VALVE (STA. 30+73.09) TO
PRE-CONSTRUCTION CONDITIONS
EXIST. PRIVATE
8" PVC WL
EXIST. PRIVATE
6" PVC WL
EXIST. 12" DIP WL
PROTECT IN PLACE
DECORATIVE PEDESTAL
EXIST. 12" CIP WL
PROTECT IN PLACE -
CURB & GUTTER, AND
ASPHALT
TRAFFIC CONTROL PLAN REQUIRED FOR CAPITOL
PARK AVE. CONTRACTOR REQ'D TO COORDINATE
WITH SALT LAKE CITY & CAPITOL PARK HOA.
STA:33+33.97
EDGE OF 8' x 5' INSTERT PIT #2
BEGIN PRIMUS MEDIUM PRESSURE LINING
4
PROTECT IN PLACE
LIGHT POLE & CONCRETE BASE
PROTECT IN PLACE
EXIST. FENCE
PROTECT IN PLACE
EXIST. WATER METER
15
PROTECT IN PLACE
EXIST. DRIVEWAY
STA:33+06.06
APPROX. 11.25° BEND
21
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
4812
4814
4816
4818
4820
4822
4824
4826
4828
4830
4832
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
4812
4814
4816
4818
4820
4822
4824
4826
4828
4830
4832
30+50 31+00 31+50 32+00 32+50 33+00 33+46
STA:33+37.94
INSTALL RESTRAINED FL X MJ ADAPTER
INSTALL FLANGED 12" GATE VALVE
CONNECT TO GATE VALVE USING PRIMUS CONNECTORS
FIELD VERIFY LOCATION & DEPTH
STA:33+06.06
APPROX. 11.25° BEND
STA:32+55.48
AIR/VAC VALVE ASSEMBLY
STA:32+14.34
APPROX. 45° BEND
STA:31+97.36
EXIST. GATE VALVE
STA:31+76.75
APPROX. 45° BEND
STA:30+73.09
EXIST. GATE VALVE 8
8
13
3
12
EXISTING GROUND
3
STA:32+61.32
APPROX. 11.25° BEND
SHEET KEY NOTES
1 INSTALL PRIMUS MEDIUM PRESSURE LINER
PER SPECIFICATION 33 07 00 FROM STA. 14+78
TO STA. 20+15 AND STA. 28+19 TO STA. 33+42
WITHIN EXISTING 12" CAST IRON PIPE.
2 INSTALL PRIMUS HIGH PRESSURE LINER PER
SPECIFICATION 33 07 00 FROM STA. 20+15 TO
STA. 28+14 WITHIN EXISTING 12" CAST IRON
PIPE.
3 CONNECT TO EXISTING CAST IRON PIPE USING
PRIMUS CONNECTERS PER SPECIFICATION
33 07 00.
4 INSERTION PIT SIZED PER PLAN.
5 REMOVE & REPLACE BITUMINOUS ASPHALT
PER 2017 APWA STD. PLAN 255.
6 REMOVE & REPLACE CONCRETE DRIVEWAY &
CURB
7 REMOVE & DISPOSE OF EXISTING FIRE
HYDRANT ASSEMBLY
8 REMOVE VALVE BOX, REMOVE VALVE INNER
COMPONENTS, & CAP VALVE W/ FABRICATED
FLAT PLATE
9 REMOVE & DISPOSE OF EXISTING VAULT,
FLOOR, VALVES, PIPES, AND APPURTENANCES.
10 REMOVE & DISPOSE OF EXISTING OF SERVICE
CONNECTION.
11 INSTALL FIRE HYDRANT ASSEMBLY PER 2017
APWA STD. PLAN 511
12 INSTALL GATE VALVE (SEE PLANS FOR SIZE)
13 INSTALL COMBINATION AIR VALVE & 5' DIA.
MANHOLE PER DETAIL B ON SHEET C-501
14 INSTALL COMBINATION AIR VALVE & BOX PER
DETAIL C ON SHEET C-501
15 INSTALL AIR VALVE VENT PER 2017 APWA STD.
PLAN 575
16 INSTALL PRE-CAST VALVE VAULT &
APPURTENANCES PER PLANS ON SHEET C-301
17 INSTALL PRE-CAST DRAIN BOX PER PLANS ON
SHEET C-301
18 INSTALL 2" SERVICE CONNECTION PER DETAIL
A/C-501 AND 2017 APWA STD. PLAN 552.
19 INSTALL RIP RAP FROM DRAIN BOX TO CREEK
PER DETAIL B ON SHEET C-502
20 LANDSCAPE RESTORATION
21 INSTALL 12" TALL CURB. MATCH EXISTING
CURB WIDTH.
0
0
SCALE IN FEET
VERT
HORZ 15 30
5 15
N
RED BRICK CT
CA
P
I
T
O
L
P
A
R
K
A
V
E
.
B2
C-207
Tyler Roberts
20+00
11
1
7
TRAFFIC CONTROL PLAN FOR BONNEVILLE BLVD.
CONTRACTOR REQ'D TO COORDINATE WITH SALT LAKE
CITY AND CITY CREEK WTP CONST. PROJECT MANAGER.
PROTECT IN PLACE
EXIST. ROCK WALL &
HILLSIDE ABOVE ROCK WALL
STA:20+19.97
EDGE OF 5' x 8' INSERTION PIT
CONNECT TO EXIST. CIP WITH PRIMUS CONNECTORS
4
3
REMOVE & REPLACE
JERSEY BARRIERS
AS NEEDED
4
1
2
REMOVE HYDRANT BARREL
DEMO VALVE BOX DOWN
TO 2 FT BELOW EG
4590
4592
4594
4596
4598
4600
4602
4604
4606
4608
4610
4612
4614
4616
4618
4620
4622
4624
4626
4628
4630
4632
4634
4636
4638
4640
4642
4644
4646
4648
4650
4652
4654
4656
4658
4660
4662
4664
4666
4668
4670
4590
4592
4594
4596
4598
4600
4602
4604
4606
4608
4610
4612
4614
4616
4618
4620
4622
4624
4626
4628
4630
4632
4634
4636
4638
4640
4642
4644
4646
4648
4650
4652
4654
4656
4658
4660
4662
4664
4666
4668
4670
19+50 20+00 20+50
1
EXISTING GROUND
STA:20+15.60
12" x 6" TEE FL x FL
2
4640
4642
4644
4646
4648
4650
4652
4654
4656
4658
4660
4662
4664
4666
4668
4670
4672
4674
4676
4678
4680
4682
4684
4686
4688
4690
4692
4694
4696
4698
4700
4640
4642
4644
4646
4648
4650
4652
4654
4656
4658
4660
4662
4664
4666
4668
4670
4672
4674
4676
4678
4680
4682
4684
4686
4688
4690
4692
4694
4696
4698
4700
27+50 28+00 28+50
2
EXISTING GROUND
STA:28+19.63
12" x 6" TEE FL x FL
1
28+00
7
2
10
TRAFFIC CONTROL PLAN FOR BONNEVILLE BLVD.
CONTRACTOR REQ'D TO COORDINATE WITH SALT LAKE
CITY AND CITY CREEK WTP CONST. PROJECT MANAGER.
18
11
PROTECT IN PLACE
EXIST. ROCK WALL &
HILLSIDE ABOVE ROCK WALL
STA:28+11.44
EDGE OF 5' x 8' INSERTION PIT
CONNECT TO EXIST CIP W/ PRIMUS CONNECTORS
4
3
4
STA:28+19.63
12" x 6" TEE FL X FL
INSTALL TEE AND FITTINGS PER DETAIL A ON SHEET C-501
1
REMOVE HYDRANT BARREL
DEMO VALVE BOX DOWN TO 2 FT
BELOW EG
SHEET KEY NOTES
1 INSTALL PRIMUS MEDIUM PRESSURE LINER
PER SPECIFICATION 33 07 00 FROM STA. 14+78
TO STA. 20+15 AND STA. 28+19 TO STA. 33+42
WITHIN EXISTING 12" CAST IRON PIPE.
2 INSTALL PRIMUS HIGH PRESSURE LINER PER
SPECIFICATION 33 07 00 FROM STA. 20+15 TO
STA. 28+14 WITHIN EXISTING 12" CAST IRON
PIPE.
3 CONNECT TO EXISTING CAST IRON PIPE USING
PRIMUS CONNECTERS PER SPECIFICATION
33 07 00.
4 INSERTION PIT SIZED PER PLAN.
5 REMOVE & REPLACE BITUMINOUS ASPHALT
PER 2017 APWA STD. PLAN 255.
6 REMOVE & REPLACE CONCRETE DRIVEWAY &
CURB
7 REMOVE & DISPOSE OF EXISTING FIRE
HYDRANT ASSEMBLY
8 REMOVE VALVE BOX, REMOVE VALVE INNER
COMPONENTS, & CAP VALVE W/ FABRICATED
FLAT PLATE
9 REMOVE & DISPOSE OF EXISTING VAULT,
FLOOR, VALVES, PIPES, AND APPURTENANCES.
10 REMOVE & DISPOSE OF EXISTING OF SERVICE
CONNECTION.
11 INSTALL FIRE HYDRANT ASSEMBLY PER 2017
APWA STD. PLAN 511
12 INSTALL GATE VALVE (SEE PLANS FOR SIZE)
13 INSTALL COMBINATION AIR VALVE & 5' DIA.
MANHOLE PER DETAIL B ON SHEET C-501
14 INSTALL COMBINATION AIR VALVE & BOX PER
DETAIL C ON SHEET C-501
15 INSTALL AIR VALVE VENT PER 2017 APWA STD.
PLAN 575
16 INSTALL PRE-CAST VALVE VAULT &
APPURTENANCES PER PLANS ON SHEET C-301
17 INSTALL PRE-CAST DRAIN BOX PER PLANS ON
SHEET C-301
18 INSTALL 2" SERVICE CONNECTION PER DETAIL
A/C-501 AND 2017 APWA STD. PLAN 552.
19 INSTALL RIP RAP FROM DRAIN BOX TO CREEK
PER DETAIL B ON SHEET C-502
20 LANDSCAPE RESTORATION
21 INSTALL 12" TALL CURB. MATCH EXISTING
CURB WIDTH.
BONNEVILLE BLVD.
0
0
SCALE IN FEET
VERT
HORZ 10 20
10 20
N
BONNEVILLE BLVD.
BO
N
N
E
V
I
L
L
E
B
L
V
D
BO
N
N
E
V
I
L
L
E
B
L
V
D
B3
C-206
B2
C-206
B1
C-207
STA. 20+15.60
(1) 12" x 6" TEE FL x FL W/ CLASS 125 OR 150 FLANGE
(1) 12" MEDIUM PRESSURE PRIMUS LINER CONNECTOR
(2) 12" FLANGED COUPLING ADAPTER W/ CLASS 125 OR 150 FLANGE
(1) 12" DUCTILE IRON PIPE PE x PE (APPROX. 2 LF)
(1) 12" HIGH PRESSURE PRIMUS LINE CONNECTOR
(2) 12" FLANGED COUPLING ADAPTER W/ CLASS 250 OR 300 FLANGE
(1) 6" GATE VALVE FL x MJ
Tyler Roberts
SCALE:A1 INSERT PIT 1 LOCATION LOOKING EAST
NOT TO SCALE SCALE:A2 INSERT PIT 1 LOCATION LOOKING NORTH
NOT TO SCALE SCALE:A3 ACCESS PATH TO AIR RELEASE VALVE - WEST SIDE
NOT TO SCALE
SCALE:B1 AIR RELEASE VALVE LOCATION - WEST SIDE
NOT TO SCALE SCALE:B2 FIRE HYDRANT - WEST SIDE LOOKING WEST
NOT TO SCALE SCALE:B3 FIRE HYDRANT - WEST SIDE LOOKING SOUTHWEST
NOT TO SCALE
APPROX. INSERTION PIT #1
PROTECT IN PLACE TREE
APPROX. INSERTION PIT #1
PROTECT IN PLACE TREE
RESTORE LANDSCAPE TO
PRECONSTRUCTION CONDITION
APPROX. AIR/VAC VALVE ASSEMBLY
PROTECT IN PLACE
ROCK WALL
BONNEVILLE BLVD
PROTECT IN PLACE
ROCK WALL
BONNEVILLE BLVD
APPROX. INSERTION PIT
Tyler Roberts
SCALE:A1 VALVE VAULT & DRAIN LOCATION
NOT TO SCALE SCALE:A2 VALVE VAULT & DRAIN LOCATION
NOT TO SCALE SCALE:A3 VALVE VAULT & DRAIN LOCATION
NOT TO SCALE
SCALE:B1 FIRE HYDRANT - EAST SIDE
NOT TO SCALE SCALE:B2 AIR/VAC VALVE LOCATION
NOT TO SCALE
EXIST. VALVE VAULT W/ (4) VALVES
CITY
C
R
E
E
K
CAN
Y
O
N
R
O
A
D
EXIST. VALVE VAULT W/ (4) VALVES
CITY CRE
E
K
EXIST. VALVE VAULT
W/ (4) VALVES
CA
N
Y
O
N
R
O
A
D
APPROX. DRAIN BOX LOCATION
BONNEVI
L
L
E
B
L
V
D
PROTECT IN PLACE
ROCK WALL
APPROX. AIR/VAC VALVE LOCATION &
CONCRETE TO BE REMOVED
EXIST. GATE VALVE
APPROX. INSERTION PIT
REMOVE EXIST TREES.
PLANT NEW TREES.
Tyler Roberts
3451 6 8 2
6
8
2
6
8
2
1213114
1822
C-301
A
0
SCALE IN FEET
2 4
N
15
16
11
9
11
117
10
19
20
6'-0"
6'-0"
5'-0"5'-0"
9
10
DRAIN PIPE TO DAYLIGHT AND
SURFACE FLOW TO CITY CREEK.
SEE SHEET C-203 FOR PLAN VIEW
16
WALL PENETRATION
PER DETAIL A ON
SHEET D-502 (TYP)
INSTALL VALVE BOX
INTO VAULT ROOF
ABOVE 8" GATE VALVE
1'
-
4
.
5
"
1'
-
4
.
5
"
2'
-
9
"
23
2'-6"
10"
65
112
13114
8 2
1
18
22
18"
MIN.
SCALE:A SECTION/DETAIL
1" = 2'
N
0
SCALE IN FEET
2 4
9'-0"
10'-0"
1147
20 19
21
3
17
12" MIN. 1" CRUSHED COMPACTED GRAVEL
12" MIN. 1" CRUSHED COMPACTED GRAVEL
VALVE VAULT & DRAIN MECHANICAL PIPING
NO.ITEM QTY NOTES
8" DUCTILE IRON SPOOL 3 APPROX. 20 LF
12" DUCTILE IRON SPOOL 3 APPROX. 15 LF
12" X 12" CROSS FL 1 WITH CLASS 250 OR 300 FLANGES
12" X 8" REDUCER FL 1 WITH CLASS 250 OR 300 FLANGES
8" GATE VALVE FL 1 2" NUT OPERATED. MUELLER A-2362 RWGV CLASS
250 OR APPROVED EQUAL.
12" BUTTERFLY VALVE FL 3 2" NUT OPERATED. AV-TEK CLASS 250 OR 300
FLANGE, OR APPROVED EQUAL
8" DISMANTLING JOINT 1 ROMAC DJ400 CLASS F W/ S.S 304 TIE RODS &
CLASS 250 OR 300 FLANGES, OR APPROVED EQUAL
12" DISMANTLING JOINT 3 ROMAC DJ400 CLASS F W/ S.S. 304 TIE RODS &
CLASS 250 OR 300 FLANGES, OR APPROVED EQUAL
12" PRIMUS LINER CONNECTOR 2 HD-12INCH-W-#300
12" RESTRAINED MEGALUG
CONNECTOR 2 EBAA 1112, ROMAC ROMAGRIP, OR APPROVED
EQUAL
12" CIP TO DIP TRANSITION COUPLER
MJ 2
8" 90° BEND MJ 1
8" TEE FL 1 INSTALL BLIND FLANGE ON OPEN END
8" 90° BEND FL 1 INSTALL #4 S.S. MESH BETWEEN TWO FLANGES ON
DOWNSPOUT END
6" GATE VALVE MJ 1 2" NUT OPERATED. INCLUDE VALVE CAN & LID.
6" DUCTILE IRON SPOOL 1
PIPE SUPPORT 2 SEE DETAIL D/C-501
10' W x12' L x 9' D PRE-CAST
CONCRETE VAULT 1
24" DIA. ACCESS MANHOLE 1 D&L SUPPLY A-1180 OR APPROVED EQUAL
44" DIA. EQUIPMENT MANHOLE 1 D&L SUPPLY A-1427 OR APPROVED EQUAL
8' BRACKET MOUNTED
STAINLESS STEEL LADDER 1 HALLIDAY L1B SS WITH L1E, OR APPROVED EQUAL
6' W x 6' L PRE-CAST CONCRETE BOX 1 SEE DETAIL B/C-502 FOR ADDITIONAL DETAIL
CONCRETE BAFFLE WALL 1 SEE DETAIL B/C-502 FOR ADDITIONAL DETAIL
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
NOTES:
1.CONTRACTOR TO COAT THE INTERIOR PIPING WITH SHERWIN WILLIAM SAFETY
BLUE PAINT.
11'
Tyler Roberts
12" X 6" TEE FL x FL
W/ CLASS 125 OR 150 FLANGE
6" GATE VALVE FL X MJ
6" D.I. PIPE
5 L.F. 12" D.I. PIPE PExPE
2" SERVICE CONNECTION
PER APWA STD. DETAIL 552
RECONNECT TO EXIST VALVE
SCALE:A HYDRANT TEE & SERVICE LATERAL CONNECTION
NOT TO SCALE
12" RESTRAINED FLANGED
COUPLING ADAPTER W/
CLASS 125 OR 150 FLANGE
12" RESTRAINED FLANGED
COUPLING ADAPTERS W/
CLASS 250 OR 300 FLANGE 12" RESTRAINED FLANGED
COUPLING ADAPTER W/
CLASS 125 OR 150 FLANGE
EXIST. CAST IRON PIPE
LINED WITH PRIMUS LINER
EXIST. CAST IRON PIPE
LINED WITH PRIMUS LINER
12" MEDIUM-PRESSURE
PRIMUS CONNECTOR
12" HIGH-PRESSURE
PRIMUS CONNECTOR
MANHOLE FRAME & COVER
INSTALL PER 2017 APWA PLAN 402
W/ D&L SUPPLY 1180 OR APPROVED
MANHOLE LID
SCALE:B COMBINATION AIR RELEASE VALVE ASSEMBLY - EAST SIDE
NOT TO SCALE
3" A.R.I D-060
COMBINATION AIR
RELEASE VALVE,
OR APPROVED EQUAL
3" FLANGED
BALL VALVE
12" X 3" FLANGED TEE
EXIST. CAST IRON PIPE
LINED WITH PRIMUS LINER
12" RESTRAINED MEGALUG CONNECTOR12" RESTRAINED MEGALUG CONNECTOR
EXIST. CAST IRON PIPE
LINED WITH PRIMUS LINER
60" DIA. MANHOLE
12" MEDIUM-PRESSURE
PRIMUS CONNECTOR
12" MEDIUM-PRESSURE
PRIMUS CONNECTOR
3" SCH. 40 PVC
PIPE AND FITTINGS
TO AIR VENT
1% SLOPE
SCALE:C COMBINATION AIR RELEASE VALVE ASSEMBLY - WEST SIDE
NOT TO SCALE
3" A.R.I D-090
COMBINATION AIR
RELEASE VALVE,
OR APPROVED EQUAL
3" FLANGED
BALL VALVE
12" X 3" FLANGED TEE
EXIST. CAST IRON PIPE
LINED WITH PRIMUS LINER
12" RESTRAINED MEGALUG CONNECTOR12" RESTRAINED MEGALUG CONNECTOR
EXIST. CAST IRON PIPE
LINED WITH PRIMUS LINER
12" MEDIUM-PRESSURE
PRIMUS CONNECTOR
12" MEDIUM-PRESSURE
PRIMUS CONNECTOR
3" DIA. DUCTILE
IRON SPOOL
PIECE, 18" LONG
INSULATED GALVANIZED
STEEL ENCLOSURE
DRILL 1" DRAIN HOLE
DRILL (30) 1/2" DIA.
HOLES IN FIVE ROWS
AT 6 HOLES PER ROW
3'
2'
14"
8" THICK
CONCRETE FOUNDATION
3"
ADJUSTABLE PIPE SUPPORT
APPROXIMATE DIMENSIONS IN INCHES
PIPE
SIZE A B C D
MINIMUM
D
MAXIMUM
212
212 112
9
8 13
3 814 1314
312 812 1312
4
3 212
914 14
5 10 143 4
6 1012 1514
8 113 4 1612
10 1312 1814
12 15 193 4
14
4 3 11
1614 203 4
16 173 4 2214
18
6
312
1312
1912 24
20 21 2512
22
4
21516 251316
24 233 4 2814
26 24516 281316
30
16
27 3112
32 2814 323 4
36 3014 343 4
NOTE:
PIPE SUPPORTS TO BE HOT DIP
GALVANIZED AFTER FABRICATION.
"D
"
"B"
"C"
"A"
3"
MI
N
.
"D
"
"B"
"C"
"A"
SCALE:D ADJUSTABLE PIPE SUPPORT
NOT TO SCALE
3"
MI
N
.
ADJUSTABLE PIPE SUPPORT
GRINNELL FIG.264, PT&P FIG.
46, OR EQUAL
150# THREADED
REDUCING FLANGE
150# THREADED
REDUCING FLANGE
"U" BOLT PIPE SUPPORT
GRINNELL FIG.259, PT&P
FIG.48 OR EQUAL
(4) 5 8"Ø SST CONC.
EXPANSION
BOLTS/NUTS
(4) 5 8"Ø SST CONC.
EXPANSION
BOLTS/NUTS Tyler Roberts
NOTES:
1.SET TOP OF BAR GRATE FLUSH WITH CONCRETE SURFACE ON CREEK SIDE OF BOX.
2.SET TOP OF BAR GRATE 12" BELOW CONCRETE SURFACE ON ROAD SIDE OF BOX.
3.STEEL LEDGER ANGLE TO BE HOT-DIP GALVANIZED AFTER FABRICATION.
4.PROVIDE (1) ANCHOR BOLT 6" FROM EACH END OF STEEL LEDGER ANGLE.
5.ANCHOR RODS, NUTS, WASHERS AND MISC. ITEMS SHALL BE HOT-DIP GALVANIZED.
BAR GRATE SPAN "S"UP TO 4'-0"4'-1" TO 6'-0"6'-1" TO 8'-0"
ANCHOR ROD SPACING "A"24" O.C.18" O.C.12" O.C.
14" MIN. 12" MAX. CLEAR (TYP)
ANCHORS TO CONCRETE WALL TO
BE EPOXY SET THREADED STEEL
STUDS MIN. 5 8"Ø WITH 5" MIN.
EMBEDMENT AT "A" O.C.
FASTEN GRATING TO SUPPORT ANGLE
WITH McNICHOLS TYPE "CB" OR "GG"
HOT-DIP GALVANIZED FASTENERS AT 24"
O.C. (TYP)
PEDESTRIAN RATED GRATE TO
BE APPROVED BY ENGINEER
CONT. ∠312"x212"x14" LONG LEG
VERTICAL GALVANIZED
STEEL LEDGER
CONCRETE SUPPORT
STRUCTURE
2"312"
SCALE:C TYPICAL BAR GRATE FACE-MOUNT LEDGER SUPPORT DETAIL
NOT TO SCALE
SCALE:A WALL PENETRATION
NOT TO SCALE
SCALE:B PRE-CAST DRAIN BOX & RIP RAP
NOT TO SCALE
6'
5'
6"
MIN.
DRAIN BOX TOW: 4540.27
6" DIP DRAIN PIPE
INV. ELEV: 4535.27
6" GATE VALVE WITH 2" NUT
KEY IN FABRIC, 18" MIN.
KEY IN FABRIC, 18" MIN.
WALL PENETRATION PER
DETAIL A ON SHEET D-502.
PEDESTRIAN RATED GRATE
SEE DETAIL C/C-502 FOR FACE MOUNT
LEDGER DETAIL
12" MIN. 1" CRUSHED GRAVEL,
COMPACTEDTOE/ EG
ELEV: 4531.39
FG: 4540.77
12" D50 RIPRAP, 24" DEPTH
MIRAFI FABRIC OR APPROVED EQUAL
CI VALVE BOX AND EXTENSION
FLANGED END W/
#4 S.S. SCREEN
CONCRETE BAFFLE WALL
TOW: 4541.27
PEDESTRIAN RATED GRATE
SEE DETAIL C/C-502 FOR FACE-MOUNT
LEDGER DETAIL
DRAIN BOX TOW: 4541.27
Tyler Roberts