2-CW-ph2-BID SET-Plans-VOLUME-02.pdf
PDF 44 MB Posted
- Attached to
- EMC Cory Wride Phase 2 South Lot
- Solicitation number
- EMC-FY26-16
- Issued by
- Utah County, Utah
About this file
This is a bid set document containing landscape architecture plans for the Cory B. Wride Memorial Park Phase 2 project in Eagle Mountain, Utah. The project encompasses site demolition, clearing and grubbing, removal of existing asphalt, concrete, curb and gutter, vegetation, and miscellaneous site features within designated limits of disturbance. Work scope includes stripping, stockpiling, and reuse of topsoil, site grading and earthwork, and implementation of erosion control and SWPPP measures in accordance with City and applicable standards. The bidding documents require a 5% bid bond with submission, Certificate of Insurance verification at contract signing, and both 100% Performance and Payment Bonds to be posted by the approved contractor upon contract award. The plans are dated August 10, 2020, and were prepared by licensed landscape architect Eric Langvardt under State of Utah project #4987010-5301. The project is located west of the existing pedestrian crossing south of the baseball fields within the designated south parking lot area, including the retention pond.
The landscape plans include detailed demolition plans, site callout and materials plans, site score joint plans, site layout plans, and landscape plans covering multiple sheets with specific construction details. The parking lot improvements include three parking areas: Northeast Parking Lot (238 stalls with 8 ADA spaces and 8 van-accessible stalls), South Parking Lot (305 stalls with 8 ADA spaces and 8 van-accessible stalls), and Stage Parking Lot (32 stalls with 2 ADA spaces and 2 van-accessible stalls). The project includes construction of pickleball courts with post-tension concrete paving, installation of shade pavilions (30' x 36', 20' x 30', and 10' x 23'), restroom building, new turf grass installation (approximately 908,191 square feet of sod), planting of deciduous and evergreen trees, shrubs, and grasses, and site furnishings. A pre-construction meeting with the City and landscape architect is mandatory to review items to remain and be protected during construction, and all contractors must contact Blue Stakes at least 48 hours prior to construction to locate and avoid conflicts with existing utilities.
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Text version
P
O
N
Y
E
X
P
R
E
S
K
W
Y
MID VALLEY ROAD
FRONTIER MIDDLE SCHOOL
P
L
L
L
L
L
L
P
P
L
L
P
L
P
P
P
L
L
P
L
L
P
L
L
LL
L
L
P
L P
L
EXISTING PARK
L
C
C
P
P
P
P
P
P
P
P
L
L
L
L
L
L
L
L
L
L
L
L
L
LL
L
L
L
L
B
B
B
B
B
B
B
B
B
A
A
A
A
A
P
B
B
B
B
L
PROPERTY BOUNDARY
PROPERTY BOUNDARY
EXISTING GRAVEL ROAD
EXISTING PARK
IMPROVEMENTS
(PHASE 1B)
EXISTING PARK
IMPROVEMENTS
(PHASE 1A)
S I X
M
I L
C
U T
O F
F
R
O A
D
PARKING STALLS
NORTHEAST
PARKING LOT
LOT
# OF
STALLS
SOUTH
PARKING LOT
STAGE
PARKING LOT
REQUIRED
ADA STALLS
PROVIDED
ADA STALLS
VAN ACCESSIBLE
STALLS
NORTHEAST
PARKING
LOT
SOUTH
PARKING
LOT
STAGE
PARKING
LOT
DL
EL
AUGUST 10, 2020
C O
R
B
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
M
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
IT
EC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
OVERALL
SITE PLAN
L100
0 50 100 200 300
SCALE: 1" = 100'
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P
P
P
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P
P
L
L
L
L
L
L
L
L
L
L
B
B
B
B
B
B
B
B
B
A
B
B
B
B
L
MID VALLEY ROAD
P
O
P
R
E
A
R
K
W
A
Y
D-101
D-107
D-104
D-102
D-103
D-103
D-104
D-103
D-109
D-102
D-101
D-101
D-108
D-104
D-104
D-103
PROPERTY LINE
P
R
O
P
E
R
T
I
N
E
E
X
I
S
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R
E
A
I
L
E X
I S
T
P
O N
Y
E
X P
R E
A
I L
EXIST.
PARK
EXIST. PARKING
LOT
EXIST. PARKING
LOT
D-112
D-110
D-110
D-110
D-110
D-113
D-110
D-113
D-104
D-112
EXIST. TURF GRASS
(TO REMAIN)
EXIST. TURF GRASS
TO REMAIN
D-114
02 01
04 0305
-1
-2
DEMOLITION
SYMBOL DESCRIPTION
CURB AND GUTTER TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT PAVING TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT TRAIL TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
CONCRETE MOW CURB TO BE REMOVED AND HAULED OFF-SITE.
EXISTING MOUND TO BE REMOVED DOWN TO FLATTENED AREA. CAP
IRRIGATION LINES IN THIS AREA AS NECESSARY. REFER TO CIVIL PLANS
FOR ADDITIONAL INFORMATION.
EXISTING SITE UTILITY. TO BE PROTECTED IN PLACE AND REMAIN
OPERATIONAL DURING CONSTRUCTION.
SALVAGE EXISTING FENCING FOR RE-USE AND REMOVE ALL FENCE
CURBING.
SITE FURNISHING TO BE SALVAGED FOR RE-USE.
CONCRETE SIDEWALK TO BE REMOVED AND HAULED OFF-SITE.
EXISTING TREE, TO BE MOVED AND RELOCATED IF POSSIBLE. VERIFY
TREE`S CONDITION PRIOR TO RELOCATION.
EXISTING IRRIGATION EQUIPMENT, TO BE RELOCATED. FIELD VERIFY
WITH CITY PRIOR TO MOVING EQUIPMENT.
REFER TO IRRIGATION PLANS FOR ADDITIONAL INFORMATION.
EXISTING IRRIGATION VALVE BOXES, TO REMAIN, TYP.
FIELD VERIFY LOCATIONS PRIOR TO ANY CONSTRUCTION.
ALL EXISTING IRRIGATION SYSTEM TO REMAIN OPERATIONAL
THROUGHOUT CONSTRUCTION.
EXISTING PARK ELEMENT, TO REMAIN, TYP. TO BE PROTECTED AND
REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION.
EXISTING OVERHEAD POWER LINE.
TO BE PROTECTED AND REMAIN OPERATIONAL THROUGHOUT
CONSTRUCTION.
D-101
D-102
D-103
D-104
D-105
D-106
D-107
D-108
D-109
D-110
D-111
D-112
D-113
D-114
REFERENCE NOTES SCHEDULE
EXISTING TURF GRASS TO BE REMOVED, INCLUDING ALL EXISTING
SURFACE IRRIGATION COMPONENTS (VALVE BOXES, HEADS, ETC.)
CLEAR AND GRUB ALL EXISTING ELEMENTS AND PLANT MATERIAL
IN THESE AREAS. HAUL OFF SITE ALL ELEMENTS AND DISPOSE OF
PROPERLY.
TOPSOIL CAN BE MOVED TO AREA OF FUTURE IMPROVEMENTS
FOUND IN SE CORNER OF PROPERTY.
GENERAL NOTES:
1. CONTRACTOR TO HAVE ON SITE, PRE-CONSTRUCTION MEETING WITH THE CITY
AND LANDSCAPE ARCHITECT. WILL REVIEW ITEMS TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
2. ALL ITEMS THAT ARE TO BE DISPOSED ARE TO BE HAULED OFF-SITE AND
DISPOSED OF PROPERLY.
3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION.
4. THE CONTRACTOR SHALL CONTACT BLUE STAKES AT LEAST 48 HOURS PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL LOCATE ALL CONFLICTS PRIOR TO
CONSTRUCTON.
5. ALL EXISTING PLANT MATERIAL THAT IS TO BE REMOVED, TO HAVE ALL ROOTS
BELOW GROUND BE REMOVED AS WELL.
6. CONTRACTOR TO KEEP EXISTING SURFACE ROADS CLEAN. REFER TO CITY'S
REQUIREMENT FOR ALL OFF-SITE HAULING.
EXISTING ELEMENT, SHOWN IN RED, TO BE REMOVED, TYP.
(SHOWN IN COLOR FOR GRAPHIC CLARITY ONLY)
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE
DEMO PLAN
L101
0 15 30 60 90
SCALE: 1" = 30'
KEY MAP
Matchline, See Sheet 03
M a t c h l i n e
S e e
S h e e t
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NI
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
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NI
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NG
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NO
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NO
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NO
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UN
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NO
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UN
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NI
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NO
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UN
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NO
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NI
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NO
AutoCAD SHX Text
UN
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NI
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NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
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UN
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NI
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NG
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NO
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UN
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NI
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NG
AutoCAD SHX Text T
AutoCAD SHX Text A
W
L
B
L
MID VALLEY ROAD
D-104
D-104
D-104
D-104
D-104
E
X
I
S
P
R
E
A
I
L
EXIST. TURF GRASS
(TO REMAIN)
EXIST. PARKING
LOT
EXIST. PARKING
LOT
P
R
O
P
E
R
N
E
PROPERTY LINE
D-112
EXIST. TURF GRASS
(TO REMAIN)
EXIST. TURF
GRASS
(TO REMAIN)
D-114
02 01
04 0305
-1
-2
DEMOLITION
SYMBOL DESCRIPTION
CURB AND GUTTER TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT PAVING TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT TRAIL TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
CONCRETE MOW CURB TO BE REMOVED AND HAULED OFF-SITE.
EXISTING MOUND TO BE REMOVED DOWN TO FLATTENED AREA. CAP
IRRIGATION LINES IN THIS AREA AS NECESSARY. REFER TO CIVIL PLANS
FOR ADDITIONAL INFORMATION.
EXISTING SITE UTILITY. TO BE PROTECTED IN PLACE AND REMAIN
OPERATIONAL DURING CONSTRUCTION.
SALVAGE EXISTING FENCING FOR RE-USE AND REMOVE ALL FENCE
CURBING.
SITE FURNISHING TO BE SALVAGED FOR RE-USE.
CONCRETE SIDEWALK TO BE REMOVED AND HAULED OFF-SITE.
EXISTING TREE, TO BE MOVED AND RELOCATED IF POSSIBLE. VERIFY
TREE`S CONDITION PRIOR TO RELOCATION.
EXISTING IRRIGATION EQUIPMENT, TO BE RELOCATED. FIELD VERIFY
WITH CITY PRIOR TO MOVING EQUIPMENT.
REFER TO IRRIGATION PLANS FOR ADDITIONAL INFORMATION.
EXISTING IRRIGATION VALVE BOXES, TO REMAIN, TYP.
FIELD VERIFY LOCATIONS PRIOR TO ANY CONSTRUCTION.
ALL EXISTING IRRIGATION SYSTEM TO REMAIN OPERATIONAL
THROUGHOUT CONSTRUCTION.
EXISTING PARK ELEMENT, TO REMAIN, TYP. TO BE PROTECTED AND
REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION.
EXISTING OVERHEAD POWER LINE.
TO BE PROTECTED AND REMAIN OPERATIONAL THROUGHOUT
CONSTRUCTION.
D-101
D-102
D-103
D-104
D-105
D-106
D-107
D-108
D-109
D-110
D-111
D-112
D-113
D-114
REFERENCE NOTES SCHEDULE
EXISTING TURF GRASS TO BE REMOVED, INCLUDING ALL EXISTING
SURFACE IRRIGATION COMPONENTS (VALVE BOXES, HEADS, ETC.)
CLEAR AND GRUB ALL EXISTING ELEMENTS AND PLANT MATERIAL
IN THESE AREAS. HAUL OFF SITE ALL ELEMENTS AND DISPOSE OF
PROPERLY.
TOPSOIL CAN BE MOVED TO AREA OF FUTURE IMPROVEMENTS
FOUND IN SE CORNER OF PROPERTY.
GENERAL NOTES:
1. CONTRACTOR TO HAVE ON SITE, PRE-CONSTRUCTION MEETING WITH THE CITY
AND LANDSCAPE ARCHITECT. WILL REVIEW ITEMS TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
2. ALL ITEMS THAT ARE TO BE DISPOSED ARE TO BE HAULED OFF-SITE AND
DISPOSED OF PROPERLY.
3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION.
4. THE CONTRACTOR SHALL CONTACT BLUE STAKES AT LEAST 48 HOURS PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL LOCATE ALL CONFLICTS PRIOR TO
CONSTRUCTON.
5. ALL EXISTING PLANT MATERIAL THAT IS TO BE REMOVED, TO HAVE ALL ROOTS
BELOW GROUND BE REMOVED AS WELL.
6. CONTRACTOR TO KEEP EXISTING SURFACE ROADS CLEAN. REFER TO CITY'S
REQUIREMENT FOR ALL OFF-SITE HAULING.
EXISTING ELEMENT, SHOWN IN RED, TO BE REMOVED, TYP.
(SHOWN IN COLOR FOR GRAPHIC CLARITY ONLY)
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE
DEMO PLAN
L102
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 04
M a t c h l i n e
S e e
S h e e t
KEY MAP
L
L
L
LL
L
L
L
B
B
B
A
A
A
A
P
P O
P
R E
R
K W
A Y
D-105
P R
O P
E R
N
E
PROPERTY LINE
P R
O P
E R
N
E
EXIST. TURF GRASS
(TO REMAIN)
APPROXIMATE BOUNDARY OF
EXISTING GROUND TO BE LEFT INTACT.
DO NOT DISTURB PAST THIS AREA.
D-104
D-104
D-104
D-106
D-106
D-106
D-104
D-112
D-110
D-110
D-112
D-110
D-110
D-110
D-112
D-112 EXIST. TURF
GRASS
(TO REMAIN)
APPROXIMATE BOUNDARY OF
EXISTING GROUND TO BE LEFT INTACT.
DO NOT DISTURB PAST THIS AREA.
02 01
04 0305
-1
-2
DEMOLITION
SYMBOL DESCRIPTION
CURB AND GUTTER TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT PAVING TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT TRAIL TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
CONCRETE MOW CURB TO BE REMOVED AND HAULED OFF-SITE.
EXISTING MOUND TO BE REMOVED DOWN TO FLATTENED AREA. CAP
IRRIGATION LINES IN THIS AREA AS NECESSARY. REFER TO CIVIL PLANS
FOR ADDITIONAL INFORMATION.
EXISTING SITE UTILITY. TO BE PROTECTED IN PLACE AND REMAIN
OPERATIONAL DURING CONSTRUCTION.
SALVAGE EXISTING FENCING FOR RE-USE AND REMOVE ALL FENCE
CURBING.
SITE FURNISHING TO BE SALVAGED FOR RE-USE.
CONCRETE SIDEWALK TO BE REMOVED AND HAULED OFF-SITE.
EXISTING TREE, TO BE MOVED AND RELOCATED IF POSSIBLE. VERIFY
TREE`S CONDITION PRIOR TO RELOCATION.
EXISTING IRRIGATION EQUIPMENT, TO BE RELOCATED. FIELD VERIFY
WITH CITY PRIOR TO MOVING EQUIPMENT.
REFER TO IRRIGATION PLANS FOR ADDITIONAL INFORMATION.
EXISTING IRRIGATION VALVE BOXES, TO REMAIN, TYP.
FIELD VERIFY LOCATIONS PRIOR TO ANY CONSTRUCTION.
ALL EXISTING IRRIGATION SYSTEM TO REMAIN OPERATIONAL
THROUGHOUT CONSTRUCTION.
EXISTING PARK ELEMENT, TO REMAIN, TYP. TO BE PROTECTED AND
REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION.
EXISTING OVERHEAD POWER LINE.
TO BE PROTECTED AND REMAIN OPERATIONAL THROUGHOUT
CONSTRUCTION.
D-101
D-102
D-103
D-104
D-105
D-106
D-107
D-108
D-109
D-110
D-111
D-112
D-113
D-114
REFERENCE NOTES SCHEDULE
EXISTING TURF GRASS TO BE REMOVED, INCLUDING ALL EXISTING
SURFACE IRRIGATION COMPONENTS (VALVE BOXES, HEADS, ETC.)
CLEAR AND GRUB ALL EXISTING ELEMENTS AND PLANT MATERIAL
IN THESE AREAS. HAUL OFF SITE ALL ELEMENTS AND DISPOSE OF
PROPERLY.
TOPSOIL CAN BE MOVED TO AREA OF FUTURE IMPROVEMENTS
FOUND IN SE CORNER OF PROPERTY.
GENERAL NOTES:
1. CONTRACTOR TO HAVE ON SITE, PRE-CONSTRUCTION MEETING WITH THE CITY
AND LANDSCAPE ARCHITECT. WILL REVIEW ITEMS TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
2. ALL ITEMS THAT ARE TO BE DISPOSED ARE TO BE HAULED OFF-SITE AND
DISPOSED OF PROPERLY.
3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION.
4. THE CONTRACTOR SHALL CONTACT BLUE STAKES AT LEAST 48 HOURS PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL LOCATE ALL CONFLICTS PRIOR TO
CONSTRUCTON.
5. ALL EXISTING PLANT MATERIAL THAT IS TO BE REMOVED, TO HAVE ALL ROOTS
BELOW GROUND BE REMOVED AS WELL.
6. CONTRACTOR TO KEEP EXISTING SURFACE ROADS CLEAN. REFER TO CITY'S
REQUIREMENT FOR ALL OFF-SITE HAULING.
EXISTING ELEMENT, SHOWN IN RED, TO BE REMOVED, TYP.
(SHOWN IN COLOR FOR GRAPHIC CLARITY ONLY)
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE
DEMO PLAN
L103
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 01
M a t c h l i n e
S e e
S h e e t
KEY MAP
Matchline, See Sheet 06
AutoCAD SHX Text E
AutoCAD SHX Text E
D-105
D-106
D-104
D-104
D-104
D-101
D-109
D-101
D-102
D-110
EXISTING TURF GRASS
E
X
I
S
D
T
H
E
X
I
S
P
R
E
A
I
L
EXIST. TURF GRASS
(TO REMAIN)
EXIST. PARKING
LOT
APPROXIMATE BOUNDARY OF
EXISTING GROUND TO BE LEFT INTACT.
DO NOT DISTURB PAST THIS AREA.
D-104
D-104
APPROXIMATE BOUNDARY OF
EXISTING GROUND TO BE LEFT INTACT.
DO NOT DISTURB PAST THIS AREA.
D-105
D-105
D-110
D-110
D-110
D-112
D-112
D-110
D-112
EXIST. TURF GRASS
(TO REMAIN)
EXIST. TURF
GRASS
(TO REMAIN)
D-114
D-114
D-102
02 01
04 0305
-1
-2
DEMOLITION
SYMBOL DESCRIPTION
CURB AND GUTTER TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT PAVING TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT TRAIL TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
CONCRETE MOW CURB TO BE REMOVED AND HAULED OFF-SITE.
EXISTING MOUND TO BE REMOVED DOWN TO FLATTENED AREA. CAP
IRRIGATION LINES IN THIS AREA AS NECESSARY. REFER TO CIVIL PLANS
FOR ADDITIONAL INFORMATION.
EXISTING SITE UTILITY. TO BE PROTECTED IN PLACE AND REMAIN
OPERATIONAL DURING CONSTRUCTION.
SALVAGE EXISTING FENCING FOR RE-USE AND REMOVE ALL FENCE
CURBING.
SITE FURNISHING TO BE SALVAGED FOR RE-USE.
CONCRETE SIDEWALK TO BE REMOVED AND HAULED OFF-SITE.
EXISTING TREE, TO BE MOVED AND RELOCATED IF POSSIBLE. VERIFY
TREE`S CONDITION PRIOR TO RELOCATION.
EXISTING IRRIGATION EQUIPMENT, TO BE RELOCATED. FIELD VERIFY
WITH CITY PRIOR TO MOVING EQUIPMENT.
REFER TO IRRIGATION PLANS FOR ADDITIONAL INFORMATION.
EXISTING IRRIGATION VALVE BOXES, TO REMAIN, TYP.
FIELD VERIFY LOCATIONS PRIOR TO ANY CONSTRUCTION.
ALL EXISTING IRRIGATION SYSTEM TO REMAIN OPERATIONAL
THROUGHOUT CONSTRUCTION.
EXISTING PARK ELEMENT, TO REMAIN, TYP. TO BE PROTECTED AND
REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION.
EXISTING OVERHEAD POWER LINE.
TO BE PROTECTED AND REMAIN OPERATIONAL THROUGHOUT
CONSTRUCTION.
D-101
D-102
D-103
D-104
D-105
D-106
D-107
D-108
D-109
D-110
D-111
D-112
D-113
D-114
REFERENCE NOTES SCHEDULE
EXISTING TURF GRASS TO BE REMOVED, INCLUDING ALL EXISTING
SURFACE IRRIGATION COMPONENTS (VALVE BOXES, HEADS, ETC.)
CLEAR AND GRUB ALL EXISTING ELEMENTS AND PLANT MATERIAL
IN THESE AREAS. HAUL OFF SITE ALL ELEMENTS AND DISPOSE OF
PROPERLY.
TOPSOIL CAN BE MOVED TO AREA OF FUTURE IMPROVEMENTS
FOUND IN SE CORNER OF PROPERTY.
GENERAL NOTES:
1. CONTRACTOR TO HAVE ON SITE, PRE-CONSTRUCTION MEETING WITH THE CITY
AND LANDSCAPE ARCHITECT. WILL REVIEW ITEMS TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
2. ALL ITEMS THAT ARE TO BE DISPOSED ARE TO BE HAULED OFF-SITE AND
DISPOSED OF PROPERLY.
3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION.
4. THE CONTRACTOR SHALL CONTACT BLUE STAKES AT LEAST 48 HOURS PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL LOCATE ALL CONFLICTS PRIOR TO
CONSTRUCTON.
5. ALL EXISTING PLANT MATERIAL THAT IS TO BE REMOVED, TO HAVE ALL ROOTS
BELOW GROUND BE REMOVED AS WELL.
6. CONTRACTOR TO KEEP EXISTING SURFACE ROADS CLEAN. REFER TO CITY'S
REQUIREMENT FOR ALL OFF-SITE HAULING.
EXISTING ELEMENT, SHOWN IN RED, TO BE REMOVED, TYP.
(SHOWN IN COLOR FOR GRAPHIC CLARITY ONLY)
DL
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AUGUST 10, 2020
C O
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M
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I A
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P
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K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE
DEMO PLAN
L104
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 02
M a t c h l i n e
S e e
S h e e t
KEY MAP
M a t c h l i n e
S e e
S h e e t
Matchline, See Sheet 06
AutoCAD SHX Text E
AutoCAD SHX Text
SS
AutoCAD SHX Text E
AutoCAD SHX Text E
EXISTING
TURF
GRASS
E
X
I
S
P
R
E
A
I
L
EXIST. BALL FIELDS
EXIST. DIRT PATH
D-111
RELOCATED IRRIGATION POINT OF CONNECTION (AND ALL ITS
ASSOCIATED COMPONENTS). INSTALL IN VALVE BOXES ALL
IRRIGATION EQUIPMENT NECESSARY FOR PROPER OPERATION
OF EXISTING AND NEW IRRIGATION SYSTEM.
CONTACT CITY PARK STAFF PRIOR TO INSTALLATION FOR
INFORMATION ON MOVING EQUIPMENT TO NEW LOCATION.
D-114
D-102
D-101
D-109
D-106
D-104
02 01
04 0305
-1
-2
DEMOLITION
SYMBOL DESCRIPTION
CURB AND GUTTER TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT PAVING TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT TRAIL TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
CONCRETE MOW CURB TO BE REMOVED AND HAULED OFF-SITE.
EXISTING MOUND TO BE REMOVED DOWN TO FLATTENED AREA. CAP
IRRIGATION LINES IN THIS AREA AS NECESSARY. REFER TO CIVIL PLANS
FOR ADDITIONAL INFORMATION.
EXISTING SITE UTILITY. TO BE PROTECTED IN PLACE AND REMAIN
OPERATIONAL DURING CONSTRUCTION.
SALVAGE EXISTING FENCING FOR RE-USE AND REMOVE ALL FENCE
CURBING.
SITE FURNISHING TO BE SALVAGED FOR RE-USE.
CONCRETE SIDEWALK TO BE REMOVED AND HAULED OFF-SITE.
EXISTING TREE, TO BE MOVED AND RELOCATED IF POSSIBLE. VERIFY
TREE`S CONDITION PRIOR TO RELOCATION.
EXISTING IRRIGATION EQUIPMENT, TO BE RELOCATED. FIELD VERIFY
WITH CITY PRIOR TO MOVING EQUIPMENT.
REFER TO IRRIGATION PLANS FOR ADDITIONAL INFORMATION.
EXISTING IRRIGATION VALVE BOXES, TO REMAIN, TYP.
FIELD VERIFY LOCATIONS PRIOR TO ANY CONSTRUCTION.
ALL EXISTING IRRIGATION SYSTEM TO REMAIN OPERATIONAL
THROUGHOUT CONSTRUCTION.
EXISTING PARK ELEMENT, TO REMAIN, TYP. TO BE PROTECTED AND
REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION.
EXISTING OVERHEAD POWER LINE.
TO BE PROTECTED AND REMAIN OPERATIONAL THROUGHOUT
CONSTRUCTION.
D-101
D-102
D-103
D-104
D-105
D-106
D-107
D-108
D-109
D-110
D-111
D-112
D-113
D-114
REFERENCE NOTES SCHEDULE
EXISTING TURF GRASS TO BE REMOVED, INCLUDING ALL EXISTING
SURFACE IRRIGATION COMPONENTS (VALVE BOXES, HEADS, ETC.)
CLEAR AND GRUB ALL EXISTING ELEMENTS AND PLANT MATERIAL
IN THESE AREAS. HAUL OFF SITE ALL ELEMENTS AND DISPOSE OF
PROPERLY.
TOPSOIL CAN BE MOVED TO AREA OF FUTURE IMPROVEMENTS
FOUND IN SE CORNER OF PROPERTY.
GENERAL NOTES:
1. CONTRACTOR TO HAVE ON SITE, PRE-CONSTRUCTION MEETING WITH THE CITY
AND LANDSCAPE ARCHITECT. WILL REVIEW ITEMS TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
2. ALL ITEMS THAT ARE TO BE DISPOSED ARE TO BE HAULED OFF-SITE AND
DISPOSED OF PROPERLY.
3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION.
4. THE CONTRACTOR SHALL CONTACT BLUE STAKES AT LEAST 48 HOURS PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL LOCATE ALL CONFLICTS PRIOR TO
CONSTRUCTON.
5. ALL EXISTING PLANT MATERIAL THAT IS TO BE REMOVED, TO HAVE ALL ROOTS
BELOW GROUND BE REMOVED AS WELL.
6. CONTRACTOR TO KEEP EXISTING SURFACE ROADS CLEAN. REFER TO CITY'S
REQUIREMENT FOR ALL OFF-SITE HAULING.
EXISTING ELEMENT, SHOWN IN RED, TO BE REMOVED, TYP.
(SHOWN IN COLOR FOR GRAPHIC CLARITY ONLY)
DL
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AUGUST 10, 2020
C O
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M
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I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE
DEMO PLAN
L105
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 07
M a t c h l i n e
S e e
S h e e t
KEY MAP
M a t c h l i n e
S e e
S h e e t
AutoCAD SHX Text
SS
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
IR
AutoCAD SHX Text
IR
PROPERTY LINE
R
O P
E R
N
E
PROPERTY LINE
EXISTING TURF GRASS
E X
I S
T
D
I R
T
P
A T
H
E
X
I
S
R
T
P
A
T
H
E
X
I
S
T
H
APPROXIMATE BOUNDARY OF
EXISTING GROUND TO BE LEFT INTACT.
DO NOT DISTURB PAST THIS AREA.
APPROXIMATE BOUNDARY OF
EXISTING GROUND TO BE LEFT INTACT.
DO NOT DISTURB PAST THIS AREA.
02 01
04 0305
-1
-2
DEMOLITION
SYMBOL DESCRIPTION
CURB AND GUTTER TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT PAVING TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT TRAIL TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
CONCRETE MOW CURB TO BE REMOVED AND HAULED OFF-SITE.
EXISTING MOUND TO BE REMOVED DOWN TO FLATTENED AREA. CAP
IRRIGATION LINES IN THIS AREA AS NECESSARY. REFER TO CIVIL PLANS
FOR ADDITIONAL INFORMATION.
EXISTING SITE UTILITY. TO BE PROTECTED IN PLACE AND REMAIN
OPERATIONAL DURING CONSTRUCTION.
SALVAGE EXISTING FENCING FOR RE-USE AND REMOVE ALL FENCE
CURBING.
SITE FURNISHING TO BE SALVAGED FOR RE-USE.
CONCRETE SIDEWALK TO BE REMOVED AND HAULED OFF-SITE.
EXISTING TREE, TO BE MOVED AND RELOCATED IF POSSIBLE. VERIFY
TREE`S CONDITION PRIOR TO RELOCATION.
EXISTING IRRIGATION EQUIPMENT, TO BE RELOCATED. FIELD VERIFY
WITH CITY PRIOR TO MOVING EQUIPMENT.
REFER TO IRRIGATION PLANS FOR ADDITIONAL INFORMATION.
EXISTING IRRIGATION VALVE BOXES, TO REMAIN, TYP.
FIELD VERIFY LOCATIONS PRIOR TO ANY CONSTRUCTION.
ALL EXISTING IRRIGATION SYSTEM TO REMAIN OPERATIONAL
THROUGHOUT CONSTRUCTION.
EXISTING PARK ELEMENT, TO REMAIN, TYP. TO BE PROTECTED AND
REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION.
EXISTING OVERHEAD POWER LINE.
TO BE PROTECTED AND REMAIN OPERATIONAL THROUGHOUT
CONSTRUCTION.
D-101
D-102
D-103
D-104
D-105
D-106
D-107
D-108
D-109
D-110
D-111
D-112
D-113
D-114
REFERENCE NOTES SCHEDULE
EXISTING TURF GRASS TO BE REMOVED, INCLUDING ALL EXISTING
SURFACE IRRIGATION COMPONENTS (VALVE BOXES, HEADS, ETC.)
CLEAR AND GRUB ALL EXISTING ELEMENTS AND PLANT MATERIAL
IN THESE AREAS. HAUL OFF SITE ALL ELEMENTS AND DISPOSE OF
PROPERLY.
TOPSOIL CAN BE MOVED TO AREA OF FUTURE IMPROVEMENTS
EXISTING ELEMENT, SHOWN IN RED, TO BE REMOVED, TYP.
(SHOWN IN COLOR FOR GRAPHIC CLARITY ONLY)
PROPERLY.
TOPSOIL CAN BE MOVED TO AREA OF FUTURE IMPROVEMENTS
FOUND IN SE CORNER OF PROPERTY.
GENERAL NOTES:
1. CONTRACTOR TO HAVE ON SITE, PRE-CONSTRUCTION MEETING WITH THE CITY
AND LANDSCAPE ARCHITECT. WILL REVIEW ITEMS TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
2. ALL ITEMS THAT ARE TO BE DISPOSED ARE TO BE HAULED OFF-SITE AND
DISPOSED OF PROPERLY.
3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION.
4. THE CONTRACTOR SHALL CONTACT BLUE STAKES AT LEAST 48 HOURS PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL LOCATE ALL CONFLICTS PRIOR TO
CONSTRUCTON.
5. ALL EXISTING PLANT MATERIAL THAT IS TO BE REMOVED, TO HAVE ALL ROOTS
BELOW GROUND BE REMOVED AS WELL.
6. CONTRACTOR TO KEEP EXISTING SURFACE ROADS CLEAN. REFER TO CITY'S
REQUIREMENT FOR ALL OFF-SITE HAULING.
DL
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AUGUST 10, 2020
C O
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E
M
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I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE
DEMO PLAN
L106
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 04
M a t c h l i n e
S e e
S h e e t
Matchline, See Sheet 03
EXISTING TURF GRASS
E X
I S
T
D
I R
T
P
A T
H
E
X
I
S
R
T
P
A
T
H
E
X
I
S
P
R
E
A
I
L
E
X
I
S
T
H
EXIST. DIRT PATH
D-114
D-114
02 01
04 0305
-1
-2
DEMOLITION
SYMBOL DESCRIPTION
CURB AND GUTTER TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT PAVING TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT TRAIL TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
CONCRETE MOW CURB TO BE REMOVED AND HAULED OFF-SITE.
EXISTING MOUND TO BE REMOVED DOWN TO FLATTENED AREA. CAP
IRRIGATION LINES IN THIS AREA AS NECESSARY. REFER TO CIVIL PLANS
FOR ADDITIONAL INFORMATION.
EXISTING SITE UTILITY. TO BE PROTECTED IN PLACE AND REMAIN
OPERATIONAL DURING CONSTRUCTION.
SALVAGE EXISTING FENCING FOR RE-USE AND REMOVE ALL FENCE
CURBING.
SITE FURNISHING TO BE SALVAGED FOR RE-USE.
CONCRETE SIDEWALK TO BE REMOVED AND HAULED OFF-SITE.
EXISTING TREE, TO BE MOVED AND RELOCATED IF POSSIBLE. VERIFY
TREE`S CONDITION PRIOR TO RELOCATION.
EXISTING IRRIGATION EQUIPMENT, TO BE RELOCATED. FIELD VERIFY
WITH CITY PRIOR TO MOVING EQUIPMENT.
REFER TO IRRIGATION PLANS FOR ADDITIONAL INFORMATION.
EXISTING IRRIGATION VALVE BOXES, TO REMAIN, TYP.
FIELD VERIFY LOCATIONS PRIOR TO ANY CONSTRUCTION.
ALL EXISTING IRRIGATION SYSTEM TO REMAIN OPERATIONAL
THROUGHOUT CONSTRUCTION.
EXISTING PARK ELEMENT, TO REMAIN, TYP. TO BE PROTECTED AND
REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION.
EXISTING OVERHEAD POWER LINE.
TO BE PROTECTED AND REMAIN OPERATIONAL THROUGHOUT
CONSTRUCTION.
D-101
D-102
D-103
D-104
D-105
D-106
D-107
D-108
D-109
D-110
D-111
D-112
D-113
D-114
REFERENCE NOTES SCHEDULE
EXISTING TURF GRASS TO BE REMOVED, INCLUDING ALL EXISTING
SURFACE IRRIGATION COMPONENTS (VALVE BOXES, HEADS, ETC.)
CLEAR AND GRUB ALL EXISTING ELEMENTS AND PLANT MATERIAL
IN THESE AREAS. HAUL OFF SITE ALL ELEMENTS AND DISPOSE OF
PROPERLY.
TOPSOIL CAN BE MOVED TO AREA OF FUTURE IMPROVEMENTS
FOUND IN SE CORNER OF PROPERTY.
GENERAL NOTES:
1. CONTRACTOR TO HAVE ON SITE, PRE-CONSTRUCTION MEETING WITH THE CITY
AND LANDSCAPE ARCHITECT. WILL REVIEW ITEMS TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
2. ALL ITEMS THAT ARE TO BE DISPOSED ARE TO BE HAULED OFF-SITE AND
DISPOSED OF PROPERLY.
3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION.
4. THE CONTRACTOR SHALL CONTACT BLUE STAKES AT LEAST 48 HOURS PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL LOCATE ALL CONFLICTS PRIOR TO
CONSTRUCTON.
5. ALL EXISTING PLANT MATERIAL THAT IS TO BE REMOVED, TO HAVE ALL ROOTS
BELOW GROUND BE REMOVED AS WELL.
6. CONTRACTOR TO KEEP EXISTING SURFACE ROADS CLEAN. REFER TO CITY'S
REQUIREMENT FOR ALL OFF-SITE HAULING.
EXISTING ELEMENT, SHOWN IN RED, TO BE REMOVED, TYP.
(SHOWN IN COLOR FOR GRAPHIC CLARITY ONLY)
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE
DEMO PLAN
L107
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 05
M a t c h l i n e
S e e
S h e e t
KEY MAP
M a t c h l i n e
S e e
S h e e t
R
O P
E R
N
E
E
X
I
S
T
H
E
X
I
S
T
H
EXIST. DIRT PATH
02 01
04 0305
-1
-2
P R
O P
E R
N
E
E
X
I
S
T
H
DEMOLITION
SYMBOL DESCRIPTION
CURB AND GUTTER TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT PAVING TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
ASPHALT TRAIL TO BE REMOVED. REFER TO CIVIL PLANS FOR
ADDITIONAL INFORMATION.
CONCRETE MOW CURB TO BE REMOVED AND HAULED OFF-SITE.
EXISTING MOUND TO BE REMOVED DOWN TO FLATTENED AREA. CAP
IRRIGATION LINES IN THIS AREA AS NECESSARY. REFER TO CIVIL PLANS
FOR ADDITIONAL INFORMATION.
EXISTING SITE UTILITY. TO BE PROTECTED IN PLACE AND REMAIN
OPERATIONAL DURING CONSTRUCTION.
SALVAGE EXISTING FENCING FOR RE-USE AND REMOVE ALL FENCE
CURBING.
SITE FURNISHING TO BE SALVAGED FOR RE-USE.
CONCRETE SIDEWALK TO BE REMOVED AND HAULED OFF-SITE.
EXISTING TREE, TO BE MOVED AND RELOCATED IF POSSIBLE. VERIFY
TREE`S CONDITION PRIOR TO RELOCATION.
EXISTING IRRIGATION EQUIPMENT, TO BE RELOCATED. FIELD VERIFY
WITH CITY PRIOR TO MOVING EQUIPMENT.
REFER TO IRRIGATION PLANS FOR ADDITIONAL INFORMATION.
EXISTING IRRIGATION VALVE BOXES, TO REMAIN, TYP.
FIELD VERIFY LOCATIONS PRIOR TO ANY CONSTRUCTION.
ALL EXISTING IRRIGATION SYSTEM TO REMAIN OPERATIONAL
THROUGHOUT CONSTRUCTION.
EXISTING PARK ELEMENT, TO REMAIN, TYP. TO BE PROTECTED AND
REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION.
EXISTING OVERHEAD POWER LINE.
TO BE PROTECTED AND REMAIN OPERATIONAL THROUGHOUT
CONSTRUCTION.
D-101
D-102
D-103
D-104
D-105
D-106
D-107
D-108
D-109
D-110
D-111
D-112
D-113
D-114
REFERENCE NOTES SCHEDULE
EXISTING TURF GRASS TO BE REMOVED, INCLUDING ALL EXISTING
SURFACE IRRIGATION COMPONENTS (VALVE BOXES, HEADS, ETC.)
CLEAR AND GRUB ALL EXISTING ELEMENTS AND PLANT MATERIAL
IN THESE AREAS. HAUL OFF SITE ALL ELEMENTS AND DISPOSE OF
PROPERLY.
TOPSOIL CAN BE MOVED TO AREA OF FUTURE IMPROVEMENTS
FOUND IN SE CORNER OF PROPERTY.
GENERAL NOTES:
1. CONTRACTOR TO HAVE ON SITE, PRE-CONSTRUCTION MEETING WITH THE CITY
AND LANDSCAPE ARCHITECT. WILL REVIEW ITEMS TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
2. ALL ITEMS THAT ARE TO BE DISPOSED ARE TO BE HAULED OFF-SITE AND
DISPOSED OF PROPERLY.
3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION.
4. THE CONTRACTOR SHALL CONTACT BLUE STAKES AT LEAST 48 HOURS PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL LOCATE ALL CONFLICTS PRIOR TO
CONSTRUCTON.
5. ALL EXISTING PLANT MATERIAL THAT IS TO BE REMOVED, TO HAVE ALL ROOTS
BELOW GROUND BE REMOVED AS WELL.
6. CONTRACTOR TO KEEP EXISTING SURFACE ROADS CLEAN. REFER TO CITY'S
REQUIREMENT FOR ALL OFF-SITE HAULING.
EXISTING ELEMENT, SHOWN IN RED, TO BE REMOVED, TYP.
(SHOWN IN COLOR FOR GRAPHIC CLARITY ONLY)
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE
DEMO PLAN
L108
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 08-2
KEY MAP
M a t c h l i n e
S e e
S h e e t
Matchline, See Sheet 08-1
M a t c h l i n e
S e e
S h e e t
08-1
08-2
SYMBOL DESCRIPTION
CONCRETE PAVING. REFER TO CIVIL PLANS.
POST TENSION CONCRETE PAVING (PICKLEBALL COURTS)
ASPHALT PAVING. REFER TO CIVIL PLANS.
CONCRETE CURB AND GUTTER. REFER TO CIVIL PLANS.
CONCRETE PAVING JOINTS. REFER TO CIVIL PLANS.
12` WIDE ASPHALT TRAIL (PONY EXPRESS TRAIL)
RESTROOM BUILDING. REFER TO ARCHITECURE PLANS.
30` x 36` SHADE PAVILION.
OWNER PURCHASED, CONTRACTOR INSTALLED.
20` x 30` SHADE PAVILION.
OWNER PURCHASED, CONTRACTOR INSTALLLED.
10` x 23` SHADE STRUCTURE.
OWNER PURCHASED, CONTRACTOR INSTALLED.
ACCESSIBLE CURB RAMP. REFER TO CIVIL PLANS.
ACCESSIBLE PARKING STALL
ACCESSIBLE PARKING SIGN
6" WIDE CONCRETE MOW CURB
12" WIDE CONCRETE MOW CURB
MONUMENT ENTRANCE SIGN
PARKING LOT LINE STRIPING
CROSSWALK STRIPING
6` BENCH. OWNER PURCHASED, CONTRACTOR INSTALLED.
LITTER RECEPTACLE. OWNER PURCHASED, CONTRACTOR INSTALLED.
PICNIC TABLE. OWNER PURCHASED, CONTRACTOR INSTALLED.
ACCESSIBLE PICNIC TABLE. OWNER PURCHASED, CONTRACTOR
INSTALLED.
PET WASTE STATION. OWNER PURCHASED, CONTRACTOR INSTALLED.
BBQ PEDESTAL GRILL. OWNER PURCHASED, CONTRACTOR INSTALLED.
BICYCLE RACK. OWNER PURCHASED, CONTRACTOR INSTALLED.
DRINKING FOUNTAIN. OWNER PURCHASED, CONTRACTOR INSTALLED.
NEW SITE UTILITY. REFER TO CIVIL PLANS.
NEW ELECTRICAL SITE UTILITY. REFER TO ELECTRICAL PLANS.
NEW SITE LIGHT FIXTURE. REFER TO ELECTRICAL PLANS.
SALVAGED 4` FENCING. REFER TO DEMO PLAN.
SAW CUT EDGE FOR ASPHALT TIE-IN. REFER TO CIVIL PLANS.
EDGE OF PROPOSED TURF GRASS LINE. REFER TO LANDSCAPE PLANS.
EXISTING OVERHEAD POWER LINE. TO BE PROTECTED AND REMAIN
OPERATIONAL THROUGHOUT CONSTRUCTION.
EVENT STAGE, BY CITY. SHOWN FOR REFERENCE ONLY.
EXISTING RETENTION POND, TO REMAIN.
EXISTING ASPHALT TRAIL, TO REMAIN.
EXISTING SITE UTILITY. TO BE PROTECTED IN PLACE AND REMAIN
OPERATIONAL DURING CONSTRUCTION.
EXISTING PARK ELEMENT. TO BE PROTECTED AND PRESERVED
THROUGHOUT CONSTRUCTION.
TRAIL MONUMENT MARKER
RETENTION POND. REFER TO CIVIL PLANS.
BARRIER GATE. REFER TO CIVIL PLANS FOR DETAIL.
PICKLEBALL COURT STRIPING
8` HEIGHT VINYL COATED CHAIN LINK FENCING.
4` WIDE VINYL COATED CHAIN LINK GATE ALONG 8` FENCE
4` HEIGHT VINYL COATED CHAIN LINK INTERMEDIATE FENCE.
PICKLEBALL NET POST, TYP.
PICKLEBALL NET
PICKLEBALL COURT LIGHT FIXTURE. REFER TO ELECTRICAL PLANS.
TREE WELL (OPENING IN CONCRETE)
REFERENCE NOTES SCHEDULE
MATERIALS SYMBOL LEGEND:
STANDARD GRAY COLOR CONCRETE PAVING
(MEDIUM BROOM FINISH)
EXISTING SITE ELEMENT (TO BE PROTECTED
AND PRESERVED DURING CONSTRUCTION)
PROPOSED SITE ELEMENT
ASPHALT TRAIL
(PONY EXPRESS TRAIL)
ASPHALT PAVING
(PARKING LOT)
STANDARD GRAY COLOR CONCRETE PAVING
(VEHICLE RATED)
POST TENSION CONCRETE PAVING FOR
PICKLEBALL COURTS
SEE SHEET L200 FOR COMPLETE LEGEND
AND CALL OUTS.
DL
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AUGUST 10, 2020
C O
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M
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P
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K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE CALLOUT /
MATERIALS LEGEND
L200
C
P
P
P
P
P
P
L
L
L
L
L
L
L
L
L
L
B
B
B
B
B
B
B
B
B
A
B
B
B
B
MID VALLEY ROAD
P
O
P
R
E
R
K
W
A
Y
PROPERTY LINE
P
R
O
P
E
R
N
E
EXIST. PARK
EXIST. PARKING
LOT
EXIST. PARKING
LOT
L
L
P
L
L
LL
L
L
P
Extend asphalt trail past property line to connect to Mid Valley Road
L209
02 01
04 0305
-1
-2
MATERIALS SYMBOL LEGEND:
STANDARD GRAY COLOR CONCRETE PAVING
(MEDIUM BROOM FINISH)
EXISTING SITE ELEMENT (TO BE PROTECTED
AND PRESERVED DURING CONSTRUCTION)
PROPOSED SITE ELEMENT
ASPHALT TRAIL
(PONY EXPRESS TRAIL)
ASPHALT PAVING
(PARKING LOT)
STANDARD GRAY COLOR CONCRETE PAVING
(VEHICLE RATED)
POST TENSION CONCRETE PAVING FOR
PICKLEBALL COURTS
SEE SHEET L200 FOR COMPLETE LEGEND
AND CALL OUTS.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE CALLOUT /
MATERIALS PLAN
L201
0 15 30 60 90
SCALE: 1" = 30'
KEY MAP
Matchline, See Sheet 03
M a t c h l i n e
S e e
S h e e t
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NI
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
NG
L
B
L
MID VALLEY ROAD
EXIST. PARKING
LOT
EXIST. PARKING
LOT
P
R
O
P
E
R
N
E
PROPERTY LINE
02 01
04 0305
-1
-2
MATERIALS SYMBOL LEGEND:
STANDARD GRAY COLOR CONCRETE PAVING
(MEDIUM BROOM FINISH)
EXISTING SITE ELEMENT (TO BE PROTECTED
AND PRESERVED DURING CONSTRUCTION)
PROPOSED SITE ELEMENT
ASPHALT TRAIL
(PONY EXPRESS TRAIL)
ASPHALT PAVING
(PARKING LOT)
STANDARD GRAY COLOR CONCRETE PAVING
(VEHICLE RATED)
POST TENSION CONCRETE PAVING FOR
PICKLEBALL COURTS
SEE SHEET L200 FOR COMPLETE LEGEND
AND CALL OUTS.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE CALLOUT /
MATERIALS PLAN
L202
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 04
M a t c h l i n e
S e e
S h e e t
L
L
L
LL
L
L
L
B
B
B
A
A
A
A
P
P O
P
R E
R
K W
A Y
P R
O P
E R
N
E
PROPERTY LINE
P R
O P
E R
N
E
L
P
L
L P
VEHICLE RATED
CONCRETE
02 01
04 0305
-1
-2
MATERIALS SYMBOL LEGEND:
STANDARD GRAY COLOR CONCRETE PAVING
(MEDIUM BROOM FINISH)
EXISTING SITE ELEMENT (TO BE PROTECTED
AND PRESERVED DURING CONSTRUCTION)
PROPOSED SITE ELEMENT
ASPHALT TRAIL
(PONY EXPRESS TRAIL)
ASPHALT PAVING
(PARKING LOT)
STANDARD GRAY COLOR CONCRETE PAVING
(VEHICLE RATED)
POST TENSION CONCRETE PAVING FOR
PICKLEBALL COURTS
SEE SHEET L200 FOR COMPLETE LEGEND
AND CALL OUTS.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE CALLOUT /
MATERIALS PLAN
L203
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 01
M a t c h l i n e
S e e
S h e e t
KEY MAP
Matchline, See Sheet 06
AutoCAD SHX Text E
AutoCAD SHX Text E
EXIST. PARKING
LOT
P
P
L
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
L
S
D
02 01
04 0305
-1
-2
MATERIALS SYMBOL LEGEND:
STANDARD GRAY COLOR CONCRETE PAVING
(MEDIUM BROOM FINISH)
EXISTING SITE ELEMENT (TO BE PROTECTED
AND PRESERVED DURING CONSTRUCTION)
PROPOSED SITE ELEMENT
ASPHALT TRAIL
(PONY EXPRESS TRAIL)
ASPHALT PAVING
(PARKING LOT)
STANDARD GRAY COLOR CONCRETE PAVING
(VEHICLE RATED)
POST TENSION CONCRETE PAVING FOR
PICKLEBALL COURTS
SEE SHEET L200 FOR COMPLETE LEGEND
AND CALL OUTS.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE CALLOUT /
MATERIALS PLAN
L204
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 02
M a t c h l i n e
S e e
S h e e t
KEY MAP
M a t c h l i n e
S e e
S h e e t
Matchline, See Sheet 06
AutoCAD SHX Text
SS
AutoCAD SHX Text E
AutoCAD SHX Text E
EXIST. BALL FIELDS
L
L
L
L
L
P
P
P
L
P
L
S
D
S
D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
D
S
D
S
D
L206
02 01
04 0305
-1
-2
MATERIALS SYMBOL LEGEND:
STANDARD GRAY COLOR CONCRETE PAVING
(MEDIUM BROOM FINISH)
EXISTING SITE ELEMENT (TO BE PROTECTED
AND PRESERVED DURING CONSTRUCTION)
PROPOSED SITE ELEMENT
ASPHALT TRAIL
(PONY EXPRESS TRAIL)
ASPHALT PAVING
(PARKING LOT)
STANDARD GRAY COLOR CONCRETE PAVING
(VEHICLE RATED)
POST TENSION CONCRETE PAVING FOR
PICKLEBALL COURTS
SEE SHEET L200 FOR COMPLETE LEGEND
AND CALL OUTS.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE CALLOUT /
MATERIALS PLAN
L205
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 07
M a t c h l i n e
S e e
S h e e t
KEY MAP
M a t c h l i n e
S e e
S h e e t
AutoCAD SHX Text
SS
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
IR
R
O P
E R
N
E
PROPERTY LINE
02 01
04 0305
-1
-2
MATERIALS SYMBOL LEGEND:
STANDARD GRAY COLOR CONCRETE PAVING
(MEDIUM BROOM FINISH)
EXISTING SITE ELEMENT (TO BE PROTECTED
AND PRESERVED DURING CONSTRUCTION)
PROPOSED SITE ELEMENT
ASPHALT TRAIL
(PONY EXPRESS TRAIL)
ASPHALT PAVING
(PARKING LOT)
STANDARD GRAY COLOR CONCRETE PAVING
(VEHICLE RATED)
POST TENSION CONCRETE PAVING FOR
PICKLEBALL COURTS
SEE SHEET L200 FOR COMPLETE LEGEND
AND CALL OUTS.
L
L
L
L
P
S
D
S
D
S
D
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
D
TYP.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE CALLOUT /
MATERIALS PLAN
L206
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 04
M a t c h l i n e
S e e
S h e e t
KEY MAP
Matchline, See Sheet 03
RESTROOM - PAVILION DETAIL
SCALE: 1" = 20' -0"
L
P
W
S
D
TYP.
02 01
04 0305
-1
-2
MATERIALS SYMBOL LEGEND:
STANDARD GRAY COLOR CONCRETE PAVING
(MEDIUM BROOM FINISH)
EXISTING SITE ELEMENT (TO BE PROTECTED
AND PRESERVED DURING CONSTRUCTION)
PROPOSED SITE ELEMENT
ASPHALT TRAIL
(PONY EXPRESS TRAIL)
ASPHALT PAVING
(PARKING LOT)
STANDARD GRAY COLOR CONCRETE PAVING
(VEHICLE RATED)
POST TENSION CONCRETE PAVING FOR
PICKLEBALL COURTS
SEE SHEET L200 FOR COMPLETE LEGEND
AND CALL OUTS.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE CALLOUT /
MATERIALS PLAN
L207
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 05
M a t c h l i n e
S e e
S h e e t
KEY MAP
M a t c h l i n e
S e e
S h e e t
R
O P
E R
N
E
L
S
D
S
D
S
D
S
D
S
D
S
D
S I X
M
I
T
O F
F
R
O A
D
02 01
04 0305
-1
-2
P R
O P
E R
N
E
L
P
S I X
M
I L
E
C
U T
O F
F
R
O A
D
EXIST. BALL FIELDS
MATERIALS SYMBOL LEGEND:
STANDARD GRAY COLOR CONCRETE PAVING
(MEDIUM BROOM FINISH)
EXISTING SITE ELEMENT (TO BE PROTECTED
AND PRESERVED DURING CONSTRUCTION)
PROPOSED SITE ELEMENT
ASPHALT TRAIL
(PONY EXPRESS TRAIL)
ASPHALT PAVING
(PARKING LOT)
STANDARD GRAY COLOR CONCRETE PAVING
(VEHICLE RATED)
POST TENSION CONCRETE PAVING FOR
PICKLEBALL COURTS
SEE SHEET L200 FOR COMPLETE LEGEND
AND CALL OUTS.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE CALLOUT /
MATERIALS PLAN
L208
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 08-2
KEY MAP
M a t c h l i n e
S e e
S h e e t
Matchline, See Sheet 08-1
M a t c h l i n e
S e e
S h e e t
LL
L
L
P
PROPERTY LINE
44 44 44
45 45 45
46 46 46 46 46 46
46464646
47 47 47 47 47 47
49 49
10 10
Light posts inside courts to be mounted flush with concrete paving, typ. Refer to Electrical
Plans for additional information.
typ.
typ.
typ.
48 48
42 42 42 42 42
424242 42
48 48
MATERIALS SYMBOL LEGEND:
STANDARD GRAY COLOR CONCRETE PAVING
(MEDIUM BROOM FINISH)
EXISTING SITE ELEMENT (TO BE PROTECTED
AND PRESERVED DURING CONSTRUCTION)
PROPOSED SITE ELEMENT
ASPHALT TRAIL
(PONY EXPRESS TRAIL)
ASPHALT PAVING
(PARKING LOT)
STANDARD GRAY COLOR CONCRETE PAVING
(VEHICLE RATED)
POST TENSION CONCRETE PAVING FOR
PICKLEBALL COURTS
SEE SHEET L200 FOR COMPLETE LEGEND
AND CALL OUTS.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE CALLOUT /
MATERIALS DETAIL
L209
0 5 10 20 30
SCALE: 1" = 10'
PICKLEBALL COURT DETAIL
SCALE: 1" = 10' -0"
C
P
P
P
P
P
P
L
L
L
L
L
L
L
L
L
L
B
B
B
B
B
B
B
B
B
A
B
B
B
B
MID VALLEY ROAD
P
O
P
R
E
R
K
W
A
Y
PROPERTY LINE
P
R
O
P
E
R
N
E
EXIST. PARK
EXIST. PARKING
LOT
EXIST. PARKING
LOT
L
L
P
L
L
LL
L
L
P
Spacing of joints to be width of sidewalk, typ.
Spacing of joints to be width of sidewalk, typ.
L302
02 01
04 0305
-1
-2
SYMBOL DESCRIPTION
JOINT LOCATED AT CORNER OF BUILDING OR OTHER SITE ELEMENT.
WHERE A JOINT MEETS A CURVED EDGE WHERE THE JOINT WILL NOT
MAKE A 90 DEGREE TURN, TURN JOINT PERPENDICULAR TO WALK EDGE
MINIMUM 12" FROM EDGE.
ADD EXPANSION JOINT ALONG ALL EDGES WHERE NEW CONCRETE
ABUTS EXISTING WALKWAY OR OTHER SITE ELEMENTS.
EXPANSION JOINT ADJACENT TO POST TENSION CONCRETE EDGE.
REFERENCE NOTES SCHEDULE
NOTES:
1. REFER TO CIVIL DETAILS FOR CONCRETE PAVING JOINTS.
2. 10' MAX. SCORE JOINT SPACING.
3. 60' MAX. EXPANSION JOINT SPACING.
LEGEND:
SCORE JOINT, TYP.
EXPANSION JOINT, TYP.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE SCORE
JOINT PLAN
L301
0 15 30 60 90
SCALE: 1" = 30'
KEY MAP
Matchline, See Sheet 03
M a t c h l i n e
S e e
S h e e t
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NI
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
AutoCAD SHX Text
NG
AutoCAD SHX Text R
AutoCAD SHX Text
NO
AutoCAD SHX Text
UN
AutoCAD SHX Text
NI
L
B
L
MID VALLEY ROAD
EXIST. PARKING
LOT
EXIST. PARKING
LOT
P
R
O
P
E
R
N
E
PROPERTY LINE
02 01
04 0305
-1
-2
L
LL
L
L
P
PROPERTY LINE
53 53
5353 53
50 50
SYMBOL DESCRIPTION
JOINT LOCATED AT CORNER OF BUILDING OR OTHER SITE ELEMENT.
WHERE A JOINT MEETS A CURVED EDGE WHERE THE JOINT WILL NOT
MAKE A 90 DEGREE TURN, TURN JOINT PERPENDICULAR TO WALK EDGE
MINIMUM 12" FROM EDGE.
ADD EXPANSION JOINT ALONG ALL EDGES WHERE NEW CONCRETE
ABUTS EXISTING WALKWAY OR OTHER SITE ELEMENTS.
EXPANSION JOINT ADJACENT TO POST TENSION CONCRETE EDGE.
REFERENCE NOTES SCHEDULE
NOTES:
1. REFER TO CIVIL DETAILS FOR CONCRETE PAVING JOINTS.
2. 10' MAX. SCORE JOINT SPACING.
3. 60' MAX. EXPANSION JOINT SPACING.
LEGEND:
SCORE JOINT, TYP.
EXPANSION JOINT, TYP.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE SCORE
JOINT PLAN
L302
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 04
M a t c h l i n e
S e e
S h e e t
KEY MAP
PICKLEBALL COURT DETAIL
L
L
L
LL
L
L
L
B
B
B
A
A
A
A
P
P O
P
R E
R
K W
A Y
P R
O P
E R
N
E
PROPERTY LINE
P R
O P
E R
N
E
L
P
L
L P
Spacing of joints to be width of sidewalk, typ.
Spacing of joints to be width of sidewalk, typ.
Expansion joint to separate vehicular concrete paving
Spacing of joints to be width of sidewalk, typ.
02 01
04 0305
-1
-2
SYMBOL DESCRIPTION
JOINT LOCATED AT CORNER OF BUILDING OR OTHER SITE ELEMENT.
WHERE A JOINT MEETS A CURVED EDGE WHERE THE JOINT WILL NOT
MAKE A 90 DEGREE TURN, TURN JOINT PERPENDICULAR TO WALK EDGE
MINIMUM 12" FROM EDGE.
ADD EXPANSION JOINT ALONG ALL EDGES WHERE NEW CONCRETE
ABUTS EXISTING WALKWAY OR OTHER SITE ELEMENTS.
EXPANSION JOINT ADJACENT TO POST TENSION CONCRETE EDGE.
REFERENCE NOTES SCHEDULE
NOTES:
1. REFER TO CIVIL DETAILS FOR CONCRETE PAVING JOINTS.
2. 10' MAX. SCORE JOINT SPACING.
3. 60' MAX. EXPANSION JOINT SPACING.
LEGEND:
SCORE JOINT, TYP.
EXPANSION JOINT, TYP.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE SCORE
JOINT PLAN
L303
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 01
M a t c h l i n e
S e e
S h e e t
KEY MAP
Matchline, See Sheet 06
AutoCAD SHX Text E
AutoCAD SHX Text E
EXIST. PARKING
LOT
P
P
L
L
Spacing of joints to be width of sidewalk, typ.
Spacing of joints to be width of sidewalk, typ.
P
O
P
R
E
A
I
L
02 01
04 0305
-1
-2
SYMBOL DESCRIPTION
JOINT LOCATED AT CORNER OF BUILDING OR OTHER SITE ELEMENT.
WHERE A JOINT MEETS A CURVED EDGE WHERE THE JOINT WILL NOT
MAKE A 90 DEGREE TURN, TURN JOINT PERPENDICULAR TO WALK EDGE
MINIMUM 12" FROM EDGE.
ADD EXPANSION JOINT ALONG ALL EDGES WHERE NEW CONCRETE
ABUTS EXISTING WALKWAY OR OTHER SITE ELEMENTS.
EXPANSION JOINT ADJACENT TO POST TENSION CONCRETE EDGE.
REFERENCE NOTES SCHEDULE
NOTES:
1. REFER TO CIVIL DETAILS FOR CONCRETE PAVING JOINTS.
2. 10' MAX. SCORE JOINT SPACING.
3. 60' MAX. EXPANSION JOINT SPACING.
LEGEND:
SCORE JOINT, TYP.
EXPANSION JOINT, TYP.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE SCORE
JOINT PLAN
L304
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 02
M a t c h l i n e
S e e
S h e e t
KEY MAP
M a t c h l i n e
S e e
S h e e t
Matchline, See Sheet 06
AutoCAD SHX Text
SS
AutoCAD SHX Text E
L
L
L
L
L
P
P
P
L
P
L
L306
Spacing of joints to be width of sidewalk, typ.
Spacing of joints to be width of sidewalk, typ.
Spacing of joints to be width of sidewalk, typ.
Spacing of joints to be width of sidewalk, typ.
6'
02 01
04 0305
-1
-2
SYMBOL DESCRIPTION
JOINT LOCATED AT CORNER OF BUILDING OR OTHER SITE ELEMENT.
WHERE A JOINT MEETS A CURVED EDGE WHERE THE JOINT WILL NOT
MAKE A 90 DEGREE TURN, TURN JOINT PERPENDICULAR TO WALK EDGE
MINIMUM 12" FROM EDGE.
ADD EXPANSION JOINT ALONG ALL EDGES WHERE NEW CONCRETE
ABUTS EXISTING WALKWAY OR OTHER SITE ELEMENTS.
EXPANSION JOINT ADJACENT TO POST TENSION CONCRETE EDGE.
REFERENCE NOTES SCHEDULE
NOTES:
1. REFER TO CIVIL DETAILS FOR CONCRETE PAVING JOINTS.
2. 10' MAX. SCORE JOINT SPACING.
3. 60' MAX. EXPANSION JOINT SPACING.
LEGEND:
SCORE JOINT, TYP.
EXPANSION JOINT, TYP.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE SCORE
JOINT PLAN
L305
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 07
M a t c h l i n e
S e e
S h e e t
KEY MAP
M a t c h l i n e
S e e
S h e e t
AutoCAD SHX Text
SS
AutoCAD SHX Text E
AutoCAD SHX Text E
R
O P
E R
N
E
PROPERTY LINE
02 01
04 0305
-1
-2
L
L
L
L
P
2'-6" SQUARE ANGLED
JOINT AT EACH POST
LOCATION
SYMBOL DESCRIPTION
JOINT LOCATED AT CORNER OF BUILDING OR OTHER SITE ELEMENT.
WHERE A JOINT MEETS A CURVED EDGE WHERE THE JOINT WILL NOT
MAKE A 90 DEGREE TURN, TURN JOINT PERPENDICULAR TO WALK EDGE
MINIMUM 12" FROM EDGE.
ADD EXPANSION JOINT ALONG ALL EDGES WHERE NEW CONCRETE
ABUTS EXISTING WALKWAY OR OTHER SITE ELEMENTS.
EXPANSION JOINT ADJACENT TO POST TENSION CONCRETE EDGE.
REFERENCE NOTES SCHEDULE
NOTES:
1. REFER TO CIVIL DETAILS FOR CONCRETE PAVING JOINTS.
2. 10' MAX. SCORE JOINT SPACING.
3. 60' MAX. EXPANSION JOINT SPACING.
LEGEND:
SCORE JOINT, TYP.
EXPANSION JOINT, TYP.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE SCORE
JOINT PLAN
L306
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 04
M a t c h l i n e
S e e
S h e e t
KEY MAP
Matchline, See Sheet 03
RESTROOM - PAVILION DETAIL
L
P
L306
Spacing of joints to be width of sidewalk, typ.
Spacing of joints to be width of sidewalk, typ.
6'
6'
6'
02 01
04 0305
-1
-2
SYMBOL DESCRIPTION
JOINT LOCATED AT CORNER OF BUILDING OR OTHER SITE ELEMENT.
WHERE A JOINT MEETS A CURVED EDGE WHERE THE JOINT WILL NOT
MAKE A 90 DEGREE TURN, TURN JOINT PERPENDICULAR TO WALK EDGE
MINIMUM 12" FROM EDGE.
ADD EXPANSION JOINT ALONG ALL EDGES WHERE NEW CONCRETE
ABUTS EXISTING WALKWAY OR OTHER SITE ELEMENTS.
EXPANSION JOINT ADJACENT TO POST TENSION CONCRETE EDGE.
REFERENCE NOTES SCHEDULE
NOTES:
1. REFER TO CIVIL DETAILS FOR CONCRETE PAVING JOINTS.
2. 10' MAX. SCORE JOINT SPACING.
3. 60' MAX. EXPANSION JOINT SPACING.
LEGEND:
SCORE JOINT, TYP.
EXPANSION JOINT, TYP.
DL
EL
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
STAT E OF UTAH
#4987010-5301
CHRIS ERIC
LANGVARDT
L
IC
EN
SED LANDSCAPE ARCH
ITEC
T
August 10, 2020
SHEET TITLE:
SHEET NUMBER:
SITE SCORE
JOINT PLAN
L307
0 15 30 60 90
SCALE: 1" = 30'
Matchline, See Sheet 05
M a t c h l i n e
S e e
S h e e t
KEY MAP
M a t c h l i n e
S e e
S h e e t
R
O P
E R
N
E
L
S I X
M
I
T
O F
F
R
O A
D
Spacing of joints to be width of sidewalk, typ.
Spacing of joints to be width of sidewalk, typ.
6'
6'
6'
02 01
04 0305
-1
-2
P R
O P
E R
N
E
L
P
S I X
M
I L
E
C
U T
O F
F
R
O A
D
EXIST. BALL FIELDS
Spacing of joints to be width of sidewalk, typ.
6'
SYMBOL DESCRIPTION
JOINT LOCATED AT CORNER OF BUILDING OR OTHER SITE ELEMENT.
WHERE A JOINT MEETS A CURVED EDGE WHERE THE JOINT WILL NOT
MAKE A 90 DEGREE TURN, TURN JOINT PERPENDICULAR TO WALK EDGE
MINIMUM 12" FROM EDGE.
ADD EXPANSION JOINT ALONG ALL EDGES WHERE NEW CONCRETE
ABUTS EXISTING WALKWAY OR OTHER SITE ELEMENTS.
EXPANSION JOINT ADJACENT TO POST TENSION CONCRETE EDGE.
REFERENCE NOTES SCHEDULE
NOTES:
1. REFER TO CIVIL DETAILS FOR CONCRETE PAVING JOINTS.
2. 10' MAX. SCORE JOINT SPACING.
3. 60' MAX. EXPANSION JOINT SPACING.
LEGEND:
SCORE…
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