11-Scenic Slopes Phase 1 ADD-1 2025-08-28.pdf
PDF 23 MB Posted
- Attached to
- Grantsville Scenic Slopes Park - Phase 1
- Solicitation number
- 2025-11
- Issued by
- Tooele County, Utah
About this file
This document is an Addendum (#1) for the Grantsville Scenic Slopes Park Phase 1 project, issued by Blu Line Designs on behalf of Grantsville City, Utah. The addendum, dated August 28, 2025, modifies and clarifies various technical specifications and design details for the park construction project. Key changes include updates to landscape and site plans, clarifications on irrigation mechanical fittings, chain link fencing specifications, tree planting details, topsoil amendment depths, and organic matter requirements. The addendum accompanies the original bid documents and is intended to be incorporated into the contract documents, with provisions taking precedence over original specifications where discrepancies exist.
The addendum addresses multiple technical aspects across landscape, site, and electrical plans, providing detailed modifications to ensure clarity and precision in project execution. Specific updates include changes to callout notes on landscape sheets, corrections to duplicate drawings, specifications for galvanized gate components, clarification on thrust block requirements, and revisions to electrical site plans and conduit routing. The document emphasizes the need for contractors to carefully review and incorporate these changes, with acknowledgment of the addendum accomplished through submission of the bid on the included bid schedule. The comprehensive nature of the modifications suggests a meticulous approach to project design and implementation, ensuring all technical specifications are precisely defined for the Scenic Slopes Park Phase 1 project.
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8719 S Sandy Parkway, Sandy, UT 84070 blulinedesigns.com 801.679.3157 Page 1 of 3
ADDENDUM #1
PROJECT: Grantsville City DATE: August 28, 2025
Scenic Slopes Park Phase 1
OWNER: Grantsville City BID CLOSE DATE: Sept. 8th
336 West Main Street
Grantsville, UT 84029
ENGINEER: Christy Montierth, Grantsville City
This Addendum shall be considered part of the Contract Documents and Project Manual for the above-mentioned project as though it had been issued at the same time and shall be incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original Contract Documents and Project Manual, the Addendum shall govern and take precedence. Acknowledgment of this addendum is done by submitting the bid on the included bid schedule.
Site and Landscape Addendum
1. Sheets LS102, LS103, & LS107
a. Sheets included reference note callouts that were not showing the number visibly. Callouts have been updated.
2. Sheet LS106 Update:
a. Sheet LS107 was a duplicate of LS107 within the original bid documents. The drawing sheet has been updated to reflect the appropriate project area.
3. Chain Link Fencing Product Update:
a. LS501-Gate notes on details 2-4 updated to specify galvanized gate mesh, and galvanized posts, and hardware.
b. Specification 32 3113 Chain Link Fences and Gates have not been updated, as information for galvanized and powder coated & vinyl coated were both included within the specifications.
4. Irrigation Mechanical Fittings and Thrust Blocks Update:
blulinedesigns.com 801.679.3157 Page 2 of 3
a. Mechanical fittings have been omitted from the project entirely. Concrete thrust blocks shall be used in all instances as noted within the city detail.
i. Details 1 & 2, Sheet LI503 have been omitted and replaced with
Grantsville City Thrust Block Detail.
5. Clarification for Rock Mulch:
a. LP101-107- Rock mulch for planter areas specified within legend.
6. Clarification for missing tree size callout:
a. LP501- Quercus robur x alba ‘JFS-KW2QX’ – Skinny Genes Oak size callout updated to 2”.
7. Clarification for the scarification depth of subgrade in all landscaped areas:
a. Note 9 on Sheet LP501 calls for 12” depth scarification.
b. Specification 32 9200, 3.3, A calls for a 4” depth scarification.
c. All landscaped areas, both lawn and planter areas to be scarified to a depth of 12”
8. Clarification for bark mulch:
a. Specification 32 9301, 2.10 provides information for bark mulch planting beds as shown on the plan. No bark mulch planting beds are shown on plan.
However, bark mulch shall be placed around the trunk of trees when planted within sod lawn areas per detail 1, sheet LP501. Trees planted within rock mulch areas shall have rock mulch placed adjacent to the tree per detail 1, sheet LP501.
9. Clarification for Topsoil Amendment depth-Turf Grass:
a. Landscape Notes 10, LP501 calls for a depth of topsoil in all sod areas.
b. Specification 32 90000, 3.3, B states to install 4” depth of amended planting soil or imported topsoil that meet the requirements of this section.
c. Topsoil depth within turf grass areas shall be 4” per notes and specifications.
10. Clarification for Topsoil Amendment depth-Planters:
a. Note 10 on Sheet LP501 calls for a 12” depth of amended topsoil in all planter bed areas
b. Specification 32 9301, 3.3, a, 1 states Install 8” of premium topsoil in planting beds.
c. Due to the spacing of plants within the project, full planter bed area amendment is not needed, only planter pits and trenches. Specification 32
9301, 3.5, A specifies excavation for planter pits and trenches. Detail 1 & 3, Sheet LP501 also specifies the excavation pit to be min 2 times the rootball blulinedesigns.com 801.679.3157 Page 3 of 3 diameter. The excavated area for plantings shall be amended topsoil, and depth shall be determined by the depth of the rootball. The rootball shall sit on unexcavated topsoil.
11. Clarification for Organic Matter Requirement:
a. Specification 32 9301, 2.13, A states Planting Soil Mix: Mix installed topsoil and native soil with the following in the specified quantities: 30% native soil, 30% imported topsoil, 20% coarse clean sand, and 20% peat moss or organic mulch.
b. Specification 32 9200, 2.3, A states:
c. The planting soil mix shall meet the ratios provided in 32 9301, 2.13, A.
stated above, and the imported or amended native soil shall meet the requirements specified within 32 9200, 2.3, A.
i. For bidding purposes, it shall be assumed that the organic content of existing soil on site is 1%. Any contractor wanting to amend the existing topsoil to achieve the quality guidelines stated within
Specification 32 9000, 2.3, A shall perform a native soils analysis per
Specification 32 900, 1.5, B and amend native soils to the amount necessary to achieve the topsoil quality guidelines.
END OF ADDENDUM
Attached Sheets:
LS102, LS103, LS106, LS107, LS501, LP101, LP102, LP103, LP104, LP105, LP106, LP106, LP107, LI503
''S
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TYP.
TYP.
CODE DESCRIPTION DETAIL
CONCRETE WALKWAY - SEE CIVIL PLANS
MONOLITHIC POURED CONCRETE INTERSECTION -SEE CIVIL PLANS
EXISTING CONCRETE WALKWAY
6" CONCRETE EDGER 1/LS501
CHAIN LINK PRIVACY FENCE 2/LS501
SINGLE CHAIN LINK GATE 3/LS501
DOUBLE CHAIN LINK MAINTENANCE GATE 4/LS501
CONCRETE STAIRS 5/LS501
CONCRETE RETAINING SEAT WALLS 6/LS501
PARKING LOT - SEE CIVIL
BASEBALL FIELD
BASEBALL FIELD FENCE WITH MOWSTRIP 3/LS502
DUGOUT WITH PLAYER BENCHES 2/LS502
BASEBALL INFIELD MIX 4/LS502
BASEBALL BACKSTOP FENCING AND WALL 5/LS502
PUMP TRACK BY AMERICAN RAMP COMPANY
DENALI CXT RESTROOM
EXISTING CURB AND GUTTER
FUTURE MAINTENANCE BUILDING
REFERENCE NOTES SCHEDULE PHASE 1
SITE PLAN
LS102
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
25-117
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CODE DESCRIPTION DETAIL
CONCRETE WALKWAY - SEE CIVIL PLANS
MONOLITHIC POURED CONCRETE INTERSECTION -SEE CIVIL PLANS
EXISTING CONCRETE WALKWAY
6" CONCRETE EDGER 1/LS501
CHAIN LINK PRIVACY FENCE 2/LS501
SINGLE CHAIN LINK GATE 3/LS501
DOUBLE CHAIN LINK MAINTENANCE GATE 4/LS501
CONCRETE STAIRS 5/LS501
CONCRETE RETAINING SEAT WALLS 6/LS501
PARKING LOT - SEE CIVIL
BASEBALL FIELD
BASEBALL FIELD FENCE WITH MOWSTRIP 3/LS502
DUGOUT WITH PLAYER BENCHES 2/LS502
BASEBALL INFIELD MIX 4/LS502
BASEBALL BACKSTOP FENCING AND WALL 5/LS502
PUMP TRACK BY AMERICAN RAMP COMPANY
DENALI CXT RESTROOM
EXISTING CURB AND GUTTER
FUTURE MAINTENANCE BUILDING
REFERENCE NOTES SCHEDULE PHASE 1
SITE PLAN
LS103
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
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18''SD
18''SD
12''SD
12''SD
WM 6''W
1 1
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CODE DESCRIPTION DETAIL
CONCRETE WALKWAY - SEE CIVIL PLANS
MONOLITHIC POURED CONCRETE INTERSECTION -SEE CIVIL PLANS
EXISTING CONCRETE WALKWAY
6" CONCRETE EDGER 1/LS501
CHAIN LINK PRIVACY FENCE 2/LS501
SINGLE CHAIN LINK GATE 3/LS501
DOUBLE CHAIN LINK MAINTENANCE GATE 4/LS501
CONCRETE STAIRS 5/LS501
CONCRETE RETAINING SEAT WALLS 6/LS501
PARKING LOT - SEE CIVIL
BASEBALL FIELD
BASEBALL FIELD FENCE WITH MOWSTRIP 3/LS502
DUGOUT WITH PLAYER BENCHES 2/LS502
BASEBALL INFIELD MIX 4/LS502
BASEBALL BACKSTOP FENCING AND WALL 5/LS502
PUMP TRACK BY AMERICAN RAMP COMPANY
DENALI CXT RESTROOM
EXISTING CURB AND GUTTER
FUTURE MAINTENANCE BUILDING
REFERENCE NOTES SCHEDULE PHASE 1
SITE PLAN
LS106
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
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LS107
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
25-117
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Licensed Landscape A rch ite ct
STA T E OF UTAH
No. 5410044-5301
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0 2010 40 60
Scale: 1" = 20'-0" n
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SITE PLAN
DETAILS
LS501
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
25-117
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6"
NOTES:
1. EDGER TO BE FLUSH WITH ADJACENT WALK, PATH, PAVEMENT OR CURB.
2. ALL LAYOUT AND FORM WORK TO BE APPROVED BY OWNER PRIOR TO PLACING CONCRETE.
3. CONCRETE TO MEET ALL CITY SPECIFICATIONS.
4. PLACE EXPANSION JOINTS @ 30' O.C., CONTROL JOINTS @ 10' O.C. UNLESS OTHERWISE
SHOWN ON PLAN.
5. ALL CURVES IN EDGER TO BE TANGENT TO EACH OTHER AND STRAIGHT SECTIONS OF CURB.
6. CONCRETE EDGER TO BE FORMED AND CAST IN PLACE, NOT PRE-CAST OR EXTRUDED.
6" x 6" CAST-IN-PLACE
CONCRETE EDGER
2" RADIUS, BOTH SIDES
MULCH PER LANDSCAPE PLAN
#4 HORIZ. REBAR CONT., TYP.
TOP SOIL PER LANDSCAPE PLAN
95% COMPACTED OR UNDISTURBED
SUBGRADE
�� CONCRETE EDGER
NOT TO SCALE
2" MESH 9 GAUGE CORE, 8 GAUGE FINISH,
TIES AT 18" O.C., TYP.
1 58" O.D. SCH. 40 HORIZONTAL RAILS
FINISHED GRADE PER GRADING PLAN
6" X 12" MOW STRIP CENTERED ON FENCE
POST WHERE NOT ABUTTING HARDSCAPE.
MOW CURB SHALL BE OMITTED FROM
IRRIGATION BACKFLOW ENCLOSURE
CONCRETE FOOTING, TYP.
95% COMPACTED SUBGRADE
TENSION WIRE ON ALL FENCING
WITHOUT A BOTTOM RAIL
CHAIN LINK )ENCE
NOT TO SCALE
8' MAX. TYP.
' T
Y P.
'-6
1'-0"
'-2
FRONT CROSS SECTION
2 7/8" O.D. SCH. 40 POSTS WITH DOME CAPS, TYP.
NOTES:
1. ALL FENCE POST, RAILS, CLAMPS,
AND HARDWARE SHALL BE
GALVANIZED.
2. INSTALL GATES AS SHOWN ON PLAN.
P-25-117-58
CHAIN LINK )ENCE SINGLE GATE
NOT TO SCALE
1 58" O.D. SCH. 40
HORIZONTAL RAILS
FINISHED GRADE PER
GRADING PLAN
CONCRETE FOOTING,
TYP.
95% COMPACTED
SUBGRADE
2" MESH 9 GAUGE CORE, 8
GAUGE FINISH,
TIES AT 18" O.C., TYP.
2 78" O.D. SCH. 40 POSTS
WITH DOME CAPS FOR
CORNER, END AND GATE
POSTS, TYP.
4'-0"
'-0
PRESSED STEEL GATE FORK
LATCH WITH
LOCKING MECHANISM, TYP.
'-6
1'-0" 1 '-2
NOTES:
1. ALL FENCE POST, RAILS, CLAMPS, AND HARDWARE SHALL BE GALVANIZED
2. GATE SHALL INCLUDE AUTOMATIC CLOSING DEVICE APPROVED BY OWNER
P-25-117-59
DOUBLE CHAIN LINK GATE
NOT TO SCALE
FRONT CROSS SECTION
1 58" O.D. SCH. 40
HORIZONTAL RAILS
FINISHED GRADE PER
GRADING PLAN
CONCRETE FOOTING,
TYP.
95% COMPACTED
SUBGRADE
2" MESH 9 GAUGE CORE, 8
GAUGE FINISH,
TIES AT 18" O.C., TYP.
2 78" O.D. SCH. 40 POSTS
WITH DOME CAPS FOR
CORNER, END AND GATE
POSTS, TYP.
12'-0"
'-0
MANUFACTURER
RECOMMENDED LOCKABLE
LATCH AND DROP CANE.
'-6
1'-0" 1 '-2
NOTES:
1. ALL FENCE POST, RAILS, CLAMPS, AND HARDWARE SHALL BE GALVANIZED.
2. CONTRACTOR TO SUBMIT CUT SHEET FOR ALL GATE HARDWARE COMPONENTS FOR OWNER APPROVAL.
3. INSTALL GATES AT LOCATIONS SHOWN ON PLAN.
MANUFACTURER
RECCOMENDED HINGE, TYP.
12" DEPTH
GALVANIZED SLEEVE
INSTALLED INTO
CONCRETE CURBING,
TYP. SIZE PER
MANUFACTURER
RECOMMENDATIONS
P-25-117-81
4 CONCRETE STAIR
NTS
BOTTOM OF STAIR ELEVATION,
SEE GRADING PLAN
TOP OF STAIR ELEVATION, SEE
GRADING PLAN
95% COMPACTED OR
UNDISTURBED SUBGRADE
6" DEPTH 95% COMPACTED
UNTREATED BASE COURSE
#4 @12 O.C. EACH WAY CENTERED
IN SLAB, EPOXY COATED, TYP.
#4 NOSING BAR,
EPOXY COATED, TYP.
EXPANSION JOINT MATERIAL
1' TYP.
T Y P.
2" R 3
4"
P-25-117-63
CONCRETE :ALL
SCALE: 3/4" = 1'-0"
1'
V A
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CONCRETE SEAT WALL
WITH PLANK
ARCHITECTURAL FINISH
LANDSCAPE PER PLANS, TYP.
6" OF 95% COMPACTED
UNTREATED BASE COURSE
FINISH GRADE
NOTES:
1. CONCRETE SHALL MEET ALL CITY AND APWA SPECIFICATIONS.
2. OWNER SHALL APPROVE ALL LAYOUT AND FORM WORK PRIOR TO PLACING CONCRETE.
3. FINISHED GRADE ON EITHER SIDE OF SEAT WALL MAY VARY. SEE GRADING PLAN.
4. PLACE 2" WEEP HOLES @ 10' O.C. TYP.
5. CONTRACTOR TO SUBMIT STAMPED ENGINEERED SHOP DRAWINGS FOR ALL FOOTING AND
REINFORCEMENTS.
6. CONTRACTOR MAY OPT TO INSTALL A MASONRY BLOCK WALL IN LIEU OF CONCRETE SEAT WALL
IF CONTRACTOR SUBMITS IN WRITING THIS DESIRE AT THE TIME OF BIDDING, AND PROVIDE CUT SHEET OF ALTERNATIVE BLOCK WALL TO SUBSTITUTE. ENGINEERING WILL STILL BE REQUIRED BY
CONTRACTOR.
#4 AT 16" O.C. EACH WAY, EACH FACE
2" COVER
M
IN
WEEP HOLE, SEE NOTES.
ADDENDUM 11 25/08/28
AutoCAD SHX Text 08/12/2025
%%uPLAN
SYMBOL BOTANICAL / COMMON NAME
TREES
QUERCUS ROBUR X ALBA 'JFS-KW2QX' / SKINNY GENES® OAK
DECIDUOUS TREES
ACER PLATANOIDES 'EMERALD QUEEN' / NORWAY MAPLE
FAGUS SYLVATICA / EUROPEAN BEECH
GLEDITSIA TRIACANTHOS `SHADEMASTER` / HONEY LOCUST
PLATANUS X ACERIFOLIA `BLOODGOOD` / BLOODGOOD LONDON PLANE TREE
QUERCUS RUBRA / NORTHERN RED OAK
TILIA TOMENTOSA / SILVER LINDEN
ZELKOVA SERRATA / JAPANESE ZELKOVA
EVERGREEN TREES
PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' / VANDERWOLF'S PYRAMID LIMBER PINE
ORNAMENTAL TREES
PRUNUS VIRGINIANA `CANADA RED` / CHOKECHERRY
SYMBOL BOTANICAL / COMMON NAME
SHRUBS
EUONYMUS ALATUS `COMPACTUS` / COMPACT BURNING BUSH
FORSYTHIA 'COURTASOL' PP9104P GOLD TIDE® / DWARF FORSYTHIA
JUNIPERUS HORIZONTALIS 'BLUE CHIP' / BLUE CHIP JUNIPER
PHYSOCARPUS OPULIFOLIUS 'SMNPMS' / SUMMBER WINE® BLACK NINEBARK
PINUS MUGO 'JAKOBSEN' / JAKOBSEN MUGO PINE
RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC
ANNUALS/PERENNIALS
HEMEROCALLIS X `PARDON ME` / PARDON ME DAYLILY
RUDBECKIA FULGIDA SULLIVANTII `GOLDSTURM` / BLACK-EYED SUSAN
ORNAMENTAL GRASSES
CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS
PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN DWARF FOUNTAIN GRASS
SYMBOL BOTANICAL / COMMON NAME
GROUND COVERS
ARTIFICIAL TURFGRASS / ARTIFICIAL TURFGRASS
PLANTING BED / ROCK MULCH
CRUSHED COYOTE ROCK 1-1/2" FROM GRANITE AGGREGATE, OR
OWNER-APPROVED EQUAL. CONTRACTOR TO SUBMIT PRODUCT SAMPLE TO THE
OWNER FOR APPROVAL
POA PRATENSIS / BIOPLAY KENTUCKY BLUEGRASS
POA PRATENSIS / BIOBLUE KENTUCKY BLUEGRASS
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LANDSCAPE
PLAN
LP101
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
25-117
SC
EN
IC
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S
PA
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PH
AS
E
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M O
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O
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TR
AI
L
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RA
NT
SV
IL
LE
, U T
Licensed Landscape A rch ite ct
ST
A T E OF UTAH
No. 5410044-5301
CORY A.
SHUPE
BI
D
SE
T
CLIENT
0 2010 40 60
Scale: 1" = 20'-0" n
ADDENDUM 125/08/281
AutoCAD SHX Text
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SYMBOL BOTANICAL / COMMON NAME
TREES
QUERCUS ROBUR X ALBA 'JFS-KW2QX' / SKINNY GENES® OAK
DECIDUOUS TREES
ACER PLATANOIDES 'EMERALD QUEEN' / NORWAY MAPLE
FAGUS SYLVATICA / EUROPEAN BEECH
GLEDITSIA TRIACANTHOS `SHADEMASTER` / HONEY LOCUST
PLATANUS X ACERIFOLIA `BLOODGOOD` / BLOODGOOD LONDON PLANE TREE
QUERCUS RUBRA / NORTHERN RED OAK
TILIA TOMENTOSA / SILVER LINDEN
ZELKOVA SERRATA / JAPANESE ZELKOVA
EVERGREEN TREES
PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' / VANDERWOLF'S PYRAMID LIMBER PINE
ORNAMENTAL TREES
PRUNUS VIRGINIANA `CANADA RED` / CHOKECHERRY
SYMBOL BOTANICAL / COMMON NAME
SHRUBS
EUONYMUS ALATUS `COMPACTUS` / COMPACT BURNING BUSH
FORSYTHIA 'COURTASOL' PP9104P GOLD TIDE® / DWARF FORSYTHIA
JUNIPERUS HORIZONTALIS 'BLUE CHIP' / BLUE CHIP JUNIPER
PHYSOCARPUS OPULIFOLIUS 'SMNPMS' / SUMMBER WINE® BLACK NINEBARK
PINUS MUGO 'JAKOBSEN' / JAKOBSEN MUGO PINE
RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC
ANNUALS/PERENNIALS
HEMEROCALLIS X `PARDON ME` / PARDON ME DAYLILY
RUDBECKIA FULGIDA SULLIVANTII `GOLDSTURM` / BLACK-EYED SUSAN
ORNAMENTAL GRASSES
CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS
PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN DWARF FOUNTAIN GRASS
SYMBOL BOTANICAL / COMMON NAME
GROUND COVERS
ARTIFICIAL TURFGRASS / ARTIFICIAL TURFGRASS
PLANTING BED / ROCK MULCH
CRUSHED COYOTE ROCK 1-1/2" FROM GRANITE AGGREGATE, OR
OWNER-APPROVED EQUAL. CONTRACTOR TO SUBMIT PRODUCT SAMPLE TO THE
OWNER FOR APPROVAL
POA PRATENSIS / BIOPLAY KENTUCKY BLUEGRASS
POA PRATENSIS / BIOBLUE KENTUCKY BLUEGRASS
Bb
Fc
Jb
Pw
Pj
Gl
H r
K
P
PLANT SCHEDULE PHASE 1
LANDSCAPE
PLAN
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
25-117
SC
EN
IC
S
LO
PE
S
PA
RK
PH
AS
E
S
M O
RM
O
N
TR
AI
L
G
RA
NT
SV
IL
LE
, U T
Licensed Landscape A rch ite ct
ST
A T E OF UTAH
No. 5410044-5301
CORY A.
SHUPE
BI
D
SE
T
CLIENT
0 2010 40 60
Scale: 1" = 20'-0" n LP102
ADDENDUM 125/08/281
AutoCAD SHX Text
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PP
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SYMBOL BOTANICAL / COMMON NAME
TREES
QUERCUS ROBUR X ALBA 'JFS-KW2QX' / SKINNY GENES® OAK
DECIDUOUS TREES
ACER PLATANOIDES 'EMERALD QUEEN' / NORWAY MAPLE
FAGUS SYLVATICA / EUROPEAN BEECH
GLEDITSIA TRIACANTHOS `SHADEMASTER` / HONEY LOCUST
PLATANUS X ACERIFOLIA `BLOODGOOD` / BLOODGOOD LONDON PLANE TREE
QUERCUS RUBRA / NORTHERN RED OAK
TILIA TOMENTOSA / SILVER LINDEN
ZELKOVA SERRATA / JAPANESE ZELKOVA
EVERGREEN TREES
PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' / VANDERWOLF'S PYRAMID LIMBER PINE
ORNAMENTAL TREES
PRUNUS VIRGINIANA `CANADA RED` / CHOKECHERRY
SYMBOL BOTANICAL / COMMON NAME
SHRUBS
EUONYMUS ALATUS `COMPACTUS` / COMPACT BURNING BUSH
FORSYTHIA 'COURTASOL' PP9104P GOLD TIDE® / DWARF FORSYTHIA
JUNIPERUS HORIZONTALIS 'BLUE CHIP' / BLUE CHIP JUNIPER
PHYSOCARPUS OPULIFOLIUS 'SMNPMS' / SUMMBER WINE® BLACK NINEBARK
PINUS MUGO 'JAKOBSEN' / JAKOBSEN MUGO PINE
RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC
ANNUALS/PERENNIALS
HEMEROCALLIS X `PARDON ME` / PARDON ME DAYLILY
RUDBECKIA FULGIDA SULLIVANTII `GOLDSTURM` / BLACK-EYED SUSAN
ORNAMENTAL GRASSES
CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS
PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN DWARF FOUNTAIN GRASS
SYMBOL BOTANICAL / COMMON NAME
GROUND COVERS
ARTIFICIAL TURFGRASS / ARTIFICIAL TURFGRASS
PLANTING BED / ROCK MULCH
CRUSHED COYOTE ROCK 1-1/2" FROM GRANITE AGGREGATE, OR
OWNER-APPROVED EQUAL. CONTRACTOR TO SUBMIT PRODUCT SAMPLE TO THE
OWNER FOR APPROVAL
POA PRATENSIS / BIOPLAY KENTUCKY BLUEGRASS
POA PRATENSIS / BIOBLUE KENTUCKY BLUEGRASS
Bb
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Jb
Pw
Pj
Gl
H r
K
P
PLANT SCHEDULE PHASE 1
LANDSCAPE
PLAN
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
25-117
SC
EN
IC
S
LO
PE
S
PA
RK
PH
AS
E
S
M O
RM
O
N
TR
AI
L
G
RA
NT
SV
IL
LE
, U T
Licensed Landscape A rch ite ct
ST
A T E OF UTAH
No. 5410044-5301
CORY A.
SHUPE
BI
D
SE
T
CLIENT
0 2010 40 60
Scale: 1" = 20'-0" n LP103
ADDENDUM 125/08/281
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
MATCHLINE LP104
MATCHLINE LP105
SYMBOL BOTANICAL / COMMON NAME
TREES
QUERCUS ROBUR X ALBA 'JFS-KW2QX' / SKINNY GENES® OAK
DECIDUOUS TREES
ACER PLATANOIDES 'EMERALD QUEEN' / NORWAY MAPLE
FAGUS SYLVATICA / EUROPEAN BEECH
GLEDITSIA TRIACANTHOS `SHADEMASTER` / HONEY LOCUST
PLATANUS X ACERIFOLIA `BLOODGOOD` / BLOODGOOD LONDON PLANE TREE
QUERCUS RUBRA / NORTHERN RED OAK
TILIA TOMENTOSA / SILVER LINDEN
ZELKOVA SERRATA / JAPANESE ZELKOVA
EVERGREEN TREES
PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' / VANDERWOLF'S PYRAMID LIMBER PINE
ORNAMENTAL TREES
PRUNUS VIRGINIANA `CANADA RED` / CHOKECHERRY
SYMBOL BOTANICAL / COMMON NAME
SHRUBS
EUONYMUS ALATUS `COMPACTUS` / COMPACT BURNING BUSH
FORSYTHIA 'COURTASOL' PP9104P GOLD TIDE® / DWARF FORSYTHIA
JUNIPERUS HORIZONTALIS 'BLUE CHIP' / BLUE CHIP JUNIPER
PHYSOCARPUS OPULIFOLIUS 'SMNPMS' / SUMMBER WINE® BLACK NINEBARK
PINUS MUGO 'JAKOBSEN' / JAKOBSEN MUGO PINE
RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC
ANNUALS/PERENNIALS
HEMEROCALLIS X `PARDON ME` / PARDON ME DAYLILY
RUDBECKIA FULGIDA SULLIVANTII `GOLDSTURM` / BLACK-EYED SUSAN
ORNAMENTAL GRASSES
CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS
PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN DWARF FOUNTAIN GRASS
SYMBOL BOTANICAL / COMMON NAME
GROUND COVERS
ARTIFICIAL TURFGRASS / ARTIFICIAL TURFGRASS
PLANTING BED / ROCK MULCH
CRUSHED COYOTE ROCK 1-1/2" FROM GRANITE AGGREGATE, OR
OWNER-APPROVED EQUAL. CONTRACTOR TO SUBMIT PRODUCT SAMPLE TO THE
OWNER FOR APPROVAL
POA PRATENSIS / BIOPLAY KENTUCKY BLUEGRASS
POA PRATENSIS / BIOBLUE KENTUCKY BLUEGRASS
Bb
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Pw
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Gl
H r
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PLANT SCHEDULE PHASE 1
LANDSCAPE
PLAN
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
25-117
SC
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M O
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AI
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RA
NT
SV
IL
LE
, U T
Licensed Landscape A rch ite ct
ST
A T E OF UTAH
No. 5410044-5301
CORY A.
SHUPE
BI
D
SE
T
CLIENT
0 2010 40 60
Scale: 1" = 20'-0" n LP104
ADDENDUM 125/08/281
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Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
25-117
SC
EN
IC
S
LO
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S
PA
RK
PH
AS
E
S
M O
RM
O
N
TR
AI
L
G
RA
NT
SV
IL
LE
, U T
Licensed Landscape A rch ite ct
ST
A T E OF UTAH
No. 5410044-5301
CORY A.
SHUPE
BI
D
SE
T
CLIENT
0 2010 40 60
Scale: 1" = 20'-0" n LP105
ADDENDUM 125/08/281
AutoCAD SHX Text
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SYMBOL BOTANICAL / COMMON NAME
TREES
QUERCUS ROBUR X ALBA 'JFS-KW2QX' / SKINNY GENES® OAK
DECIDUOUS TREES
ACER PLATANOIDES 'EMERALD QUEEN' / NORWAY MAPLE
FAGUS SYLVATICA / EUROPEAN BEECH
GLEDITSIA TRIACANTHOS `SHADEMASTER` / HONEY LOCUST
PLATANUS X ACERIFOLIA `BLOODGOOD` / BLOODGOOD LONDON PLANE TREE
QUERCUS RUBRA / NORTHERN RED OAK
TILIA TOMENTOSA / SILVER LINDEN
ZELKOVA SERRATA / JAPANESE ZELKOVA
EVERGREEN TREES
PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' / VANDERWOLF'S PYRAMID LIMBER PINE
ORNAMENTAL TREES
PRUNUS VIRGINIANA `CANADA RED` / CHOKECHERRY
SYMBOL BOTANICAL / COMMON NAME
SHRUBS
EUONYMUS ALATUS `COMPACTUS` / COMPACT BURNING BUSH
FORSYTHIA 'COURTASOL' PP9104P GOLD TIDE® / DWARF FORSYTHIA
JUNIPERUS HORIZONTALIS 'BLUE CHIP' / BLUE CHIP JUNIPER
PHYSOCARPUS OPULIFOLIUS 'SMNPMS' / SUMMBER WINE® BLACK NINEBARK
PINUS MUGO 'JAKOBSEN' / JAKOBSEN MUGO PINE
RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC
ANNUALS/PERENNIALS
HEMEROCALLIS X `PARDON ME` / PARDON ME DAYLILY
RUDBECKIA FULGIDA SULLIVANTII `GOLDSTURM` / BLACK-EYED SUSAN
ORNAMENTAL GRASSES
CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS
PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN DWARF FOUNTAIN GRASS
SYMBOL BOTANICAL / COMMON NAME
GROUND COVERS
ARTIFICIAL TURFGRASS / ARTIFICIAL TURFGRASS
PLANTING BED / ROCK MULCH
CRUSHED COYOTE ROCK 1-1/2" FROM GRANITE AGGREGATE, OR
OWNER-APPROVED EQUAL. CONTRACTOR TO SUBMIT PRODUCT SAMPLE TO THE
OWNER FOR APPROVAL
POA PRATENSIS / BIOPLAY KENTUCKY BLUEGRASS
POA PRATENSIS / BIOBLUE KENTUCKY BLUEGRASS
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LANDSCAPE
PLAN
LP106
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
25-117
SC
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Licensed Landscape A rch ite ct
STA T E OF UTAH
No. 5410044-5301
CORY A.
SHUPE
BI
D
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T
CLIENT
0 2010 40 60
Scale: 1" = 20'-0" n
ADDENDUM 125/08/281
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LP107
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
25-117
SC
EN
IC
S
LO
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S
PA
RK
PH
AS
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S
M O
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AI
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NT
SV
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, U T
Licensed Landscape A rch ite ct
STA T E OF UTAH
No. 5410044-5301
CORY A.
SHUPE
BI
D
SE
T
CLIENT
0 2010 40 60
Scale: 1" = 20'-0" n
ADDENDUM 125/08/281
AutoCAD SHX Text
SS
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
WV
AutoCAD SHX Text
SD
AutoCAD SHX Text
SS
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
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SYMBOL BOTANICAL / COMMON NAME CONT CAL QTY
TREES
QUERCUS ROBUR X ALBA 'JFS-KW2QX' / SKINNY GENES® OAK B&B 2" CAL 16
DECIDUOUS TREES
ACER PLATANOIDES 'EMERALD QUEEN' / NORWAY MAPLE B&B 2" CAL 11
FAGUS SYLVATICA / EUROPEAN BEECH B&B 2" CAL 3
GLEDITSIA TRIACANTHOS `SHADEMASTER` / HONEY LOCUST B&B 2" CAL 12
PLATANUS X ACERIFOLIA `BLOODGOOD` / BLOODGOOD LONDON PLANE TREE B&B 2" CAL 4
QUERCUS RUBRA / NORTHERN RED OAK B&B 2" CAL 3
TILIA TOMENTOSA / SILVER LINDEN B&B 2" CAL 16
ZELKOVA SERRATA / JAPANESE ZELKOVA B&B 2" CAL 24
EVERGREEN TREES
PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' / VANDERWOLF'S PYRAMID LIMBER PINE B&B 6-8` HT 5
ORNAMENTAL TREES
PRUNUS VIRGINIANA `CANADA RED` / CHOKECHERRY B&B 6` HT 1
PLANT SCHEDULE PHASE 1
SYMBOL BOTANICAL / COMMON NAME CONT SF PER PLANT QTY
SHRUBS
EUONYMUS ALATUS `COMPACTUS` / COMPACT BURNING BUSH 5 GAL 3
FORSYTHIA 'COURTASOL' PP9104P GOLD TIDE® / DWARF FORSYTHIA 5 GAL 2
JUNIPERUS HORIZONTALIS 'BLUE CHIP' / BLUE CHIP JUNIPER 5 GAL 6
PHYSOCARPUS OPULIFOLIUS 'SMNPMS' / SUMMBER WINE® BLACK NINEBARK 5 GAL 2
PINUS MUGO 'JAKOBSEN' / JAKOBSEN MUGO PINE 5 GAL 3
RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC 5 GAL 7
ANNUALS/PERENNIALS
HEMEROCALLIS X `PARDON ME` / PARDON ME DAYLILY 1 GAL 15
RUDBECKIA FULGIDA SULLIVANTII `GOLDSTURM` / BLACK-EYED SUSAN 1 GAL 11
ORNAMENTAL GRASSES
CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS 1 GAL 22
PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN DWARF FOUNTAIN GRASS 1 GAL 9
SYMBOL BOTANICAL / COMMON NAME CONT QTY
GROUND COVERS
ARTIFICIAL TURFGRASS / ARTIFICIAL TURFGRASS N/A 7,649 SF
PLANTING BED / ROCK MULCH
CRUSHED COYOTE ROCK 1-1/2" FROM GRANITE AGGREGATE, OR
OWNER-APPROVED EQUAL. CONTRACTOR TO SUBMIT PRODUCT SAMPLE TO THE
OWNER FOR APPROVAL
BED 18,060 SF
POA PRATENSIS / BIOPLAY KENTUCKY BLUEGRASS SOD 83,750 SF
POA PRATENSIS / BIOBLUE KENTUCKY BLUEGRASS SOD 78,587 SF
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LANDSCAPE
NOTES &
DETAILS
LP501
LANDSCAPE NOTES:
1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE LATEST AMERICAN PUBLIC
WORKS ASSOCIATION (APWA) AND GRANTSVILLE CITY STANDARDS, SPECIFICATIONS, AND
DETAILS.
2. ALL PLANT MATERIAL SHALL BE GROWN IN CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE
LOCALITY OF THIS WORK AND SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY
STOCK, ANSI Z60.1 UNLESS OTHERWISE NOTED. PROVIDE TREES OF NORMAL GROWTH AND
UNIFORM HEIGHTS, ACCORDING TO SPECIES, WITH STRAIGHT TRUNKS AND WELL DEVELOPED
LEADERS, LATERALS, AND ROOTS.
3. THE CONTRACTOR SHALL CALL BLUE STAKES AT 1-800-662-4111 FOR UNDERGROUND UTILITY
LOCATIONS AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR
EXCAVATION.
4. EXISTING UTILITIES, EASEMENTS, AND STRUCTURES SHOWN ON THE DRAWINGS ARE IN
ACCORDANCE WITH AVAILABLE RECORDS. THE CONTRACTOR SHALL VERIFY THE EXACT
LOCATION, SIZE, TYPE, AND STRUCTURES TO BE ENCOUNTERED ON THE PROJECT PRIOR TO ANY EXCAVATION AND CONSTRUCTION IN THE VICINITY OF THE EXISTING UTILITIES AND STRUCTURES.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS, LICENSES, AND APPROVALS REQUIRED TO LEGALLY AND RESPONSIBLY COMPLETE THE WORK.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL, DISPOSAL, OR RELOCATION OF ALL
OBSTRUCTIONS AND DEBRIS WITHIN THE DELINEATED CONSTRUCTION AREA PRIOR TO STARTING NEW CONSTRUCTION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE REMOVAL AND DISPOSAL
OF ANY DEBRIS RESULTING FROM NEW CONSTRUCTION.
7 CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID DAMAGE TO EXISTING FEATURES AND
FACILITIES SCHEDULED TO REMAIN AS PART OF THE FINISHED CONSTRUCTION. REPAIR,
REPLACEMENT, AND/OR REMOVAL AS DETERMINED BY OWNER SHALL BE AT THE CONTRACTOR'S
EXPENSE.
8. CONTRACTOR SHALL ROUGH GRADE TO WITHIN +/- A TENTH OF A FOOT FROM FINISH GRADE.
ALL TURF GRASS AREAS SHALL BE GRADED 6" BELOW PROPOSED FINISH GRADE. SHRUB BEDS
SHALL BE GRADED 16" BELOW PROPOSED FINISH GRADE.
9. ALL COMPACTED AREAS DEVELOPED THROUGH CONSTRUCTION WITHIN PROPOSED
LANDSCAPE AREAS SHALL BE SCARIFIED AND LOOSENED TO A DEPTH OF 12" PRIOR TO
LANDSCAPE AND IRRIGATION WORK BEGINNING.
10. CONTRACTOR SHALL INSTALL A MIN. OF 4 INCHES OF PREMIUM OR AMENDED TOPSOIL FOR
ALL TURF GRASS AREAS. INSTALL 12 INCHES OF PREMIUM OR AMENDED TOPSOIL IN ALL
MANICURED SHRUB BEDS. CONTRACTOR SHALL TEST, AMEND, AND USE EXISTING TOPSOIL ON
SITE TO MEET SPECIFICATIONS. CONTRACTOR TO PROVIDE TEST RESULTS OF EXISTING TOPSOIL
AND FOLLOW SUGGESTED AMENDMENT SUGGESTIONS. ALL PLANTING PITS SHALL RECEIVE
PLANTING BACKFILL MIX PER SPECIFICATIONS.
11. CONTRACTOR SHALL INSTALL A MIN. OF 4 INCHES OF ROCK MULCH IN PLANTER BEDS. APPLY
PRE-EMERGENT TO ALL PLANTING BEDS BEFORE INSTALLING MULCH.
12. NO PLANT SPECIES SUBSTITUTIONS WILL BE MADE WITHOUT APPROVAL OF OWNER.
13. ALL PLANT LAYOUT SHALL BE VERIFIED AND APPROVED IN FIELD BY OWNER PRIOR TO
PLANTING. FAILURE TO RECEIVE APPROVAL MAY RESULT IN RE-WORK BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
14. ALL AREAS WITHIN AND AFFECTED BY THIS PROJECT SHALL HAVE POSITIVE DRAINAGE.
POSITIVE DRAINAGE SHALL BE PROVIDED TO DIRECT STORMWATER AWAY FROM ALL STRUCTURES.
15. ALL CLARIFICATIONS OF DISCREPANCIES BETWEEN THE DRAWINGS AND THE SITE SHALL BE
BROUGHT TO THE ATTENTION OF THE OWNER PRIOR TO BEGINNING OF WORK.
16. CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY ON ALL PLANT MATERIAL FROM THE
DATE OF FINAL ACCEPTANCE.
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
25-117
SC
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Licensed Landscape A rch ite ct
ST
A T E OF UTAH
No. 5410044-5301
CORY A.
SHUPE
BI
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T
CLIENT
TREE PLANTING - FLEX STRAP
NOT TO SCALE
' A
B O
V E
G R A
D E
DIAMETER SHALL BE
2 TIMES SIZE OF ROOTBALL
JAIN FLEXSTRAP TREE TIE OR
APPROVED EQUAL
STAKE DECIDUOUS TREES WITH 2 - 2" DIA.
LODGE POLE PINE STAKES AT 180
DEGREES. FOR TREES LARGER THAN 2"
CALIPER OR IN WINDY CONDITIONS,
STAKE WITH 3 - 2" DIA. LODGE POLE PINE
STAKES AT 120 DEGREES. EMBED MIN. 3'
INTO GROUND. DRIVE FIRMLY INTO
SUBGRADE. REMOVE STAKES AFTER ONE
YEAR.
FINISH GRADE
SOIL - SUBGRADE
PROVIDE MIN. 1'-6" RADIUS MULCH
(4" DEPTH) COLLAR WHEN TREES
ARE PLANTED IN SOD. DO NOT
PLACE MULCH IN CONTACT WITH
TREE TRUNK.
PREPARED BACKFILL MIX - 30%
EXISTING SOIL, 50% LOAMY
TOPSOIL, AND 20% CLEAN SAND.
WATER AND TAMP TO REMOVE AIR
POCKETS. BRING LEVEL TO FINISH
GRADE. SCARIFY SIDES OF PIT.
ROOTBALL- PLANT ON
UNEXCAVATED OR TAMPED SOIL.
REMOVE ALL WIRE, ENTIRE BASKET,
NYLON TIES, TWINE, ROPE, AND 2/3
BURLAP.
NATIVE SOIL
PLANT SO THAT TOP OF ROOTBALL
IS 2" ABOVE FINISHED GRADE SUCH
THAT THE TRUNK FLARE IS VISIBLE
AT THE TOP OF THE ROOTBALL. DO
NOT COVER THE TOP OF THE ROOT
BALL WITH SOIL.
FORM SAUCER (NATIVE AREAS ONLY)
TYPICAL TREE STAKING WITH STRAPS
TREES IN WINDY CONDITIONS OR LARGER THAN 2" CAL.
TREE STAKING - FLEX STRAPS
NOT TO SCALE
FLEXIBLE STRAP TREE TIES
TREE TRUNK
TREE TRUNK
FLEXIBLE STRAP TREE TIE -
ONE CONTINUOUS STRAP.
2" DIA.
LODGEPOLE
STAKE PINE
STAKES, TYP.
2" DIA. LODGEPOLE STAKE
PINE STAKES, TYP.
ROOFING NAIL
ROOFING NAIL
SHRUB DETAIL
NOT TO SCALE
NOTES:
1. PLANT SO THAT TOP OF ROOT BALL IS 2" ABOVE
FINISHED GRADE
MULCH (4" DEPTH)
FORM SAUCER -
NATIVE AREAS
ONLY
SCARIFY SIDES OF
PLANTING PIT
UNEXCAVATED OR
COMPACTED
BACKFILL BELOW
ROOTBALL TO BE
1/2 DEPTH OF
ROOTBALL (6" MIN).
EXISTING SOIL
BACKFILL MIX - 30%
EXISTING SOIL, 50%
LOAMY TOPSOIL,
AND 20% CLEAN
SAND. WATER AND
TAMP TO REMOVE
AIR POCKETS. BRING
LEVEL TO FINISH
GRADE.
REMOVE STRING &
BURLAP FROM TOP
2/3 OF BALL WHEN
B&B.
MIN. 2X BALL DIA.
1 25/08/28 ADDENDUM 1
IRRIGATION
PLAN
DETAILS
LI503
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
CS, ES
ES
08/12/2025
CS
25-117
SC
EN
IC
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PA
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PH
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Licensed Landscape A rch ite ct
ST
AT E OF UTAH
No. 5410044-5301
CORY A.
SHUPE
BI
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PIPE TRENCH
NOT TO SCALE
NOTES:
1. TAPE AND BUNDLE TUBING OR WIRING
AT 10' INTERVALS
2. ALL 120 VOLT WIRING IN CONDUIT TO
BE INSTALLED AS PER LOCAL CODES
3. ALL PVC PIPING TO BE SNAKED IN
TRENCHES AS SHOWN
4. ALL TRENCH WIDTHS 8" MINIMUM
SECTIONSPLAN VIEW
LATERAL LINE
MAINLINE AND LATERAL
MAIN SUPPLY LINE
DEBRIS FREE FILL1
DEBRIS FREE SAND. 2" ABOVE AND
BELOW MAINLINE.
MAINLINE3
LATERAL LINE4
TUBING OR WIRING TO BE TAPED TO
MAINLINE EVERY 10'-0"
3 PIPE SLEEVE
NOT TO SCALE
SECTION
PLAN VIEW
NOTES:
1. SEE NOTES (IRRIGATION LEGEND) FOR SLEEVE SIZING.
2. 4" MIN. CLEARANCE IN ANY DIRECTION BETWEEN LATERALS, MAINLINE, OR SLEEVING.
PAVING SURFACE EDGE1
SLEEVE, TYP.2
EXTEND ALL SLEEVING MIN. OF 12"
BEYOND EDGE OF PAVING, TYP.
PAVING SURFACE4
COMPACTED BASE5
SURROUND SLEEVE WITH 3" OF
DEBRIS-FREE SAND.
IRRIGATION WIRES SLEEVE7
LATERAL SLEEVING8
MAIN LINE SLEEVE9
12"
NOTES:
1. ALL VALVE BOXES AND LIDS IN ROCK MULCH
AREAS ARE TO BE TAN IN COLOR. VALVE BOXES
AND LIDS IN BARK MULCH AND LAWN AREAS TO
BE STANDARD GREEN.
RESILIENT WEDGE GATE VALVE
NOT TO SCALE
10" ROUND VALVE BOX1
FINISH GRADE2
P.V.C. EXTENSION-LENGTH AS REQUIRED3
GATE VALVE4
MAIN SUPPLY LINE5
NOTES:
1. CENTER ASSEMBLY INSIDE OF VALVE BOX.
BRONZE BALL VALVE
NOT TO SCALE
PVC SCH. 80 ST COUPLING1
PVC SCH. 80 TOE NIPPLE2
BRONZE BALL VALVE. INSTALL ON SIDE3
FINISH GRADE4
PLASTICE VALVE BOX - 18" DEEP
STANDARD
PVC MAIN LINE DEPTH - 18"6
3" DEPTH PEA GRAVEL, COMPACTED7
FILTER FABRIC8
BRICK PAVERS AT CORNERS (NO HOLES)9
SIDE VIEW TOP VIEW
FINISH GRADE1
ROUND VALVE BOX2
2" CLASS 200 PVC SLEEVE3
CAP4
TEE IN MAIN LINE5
MAIN LINE6
MARLEX STREET ELL7
3/4" SCH. 80 PVC THREADED
NIPPLE AND ELBOW
1 CU. FT. PEA GRAVEL SUMP9
3/4" ELBOW10
MANUAL DRAIN11
2" CLASS 200 PVC SLEEVE12
MARLEX STREET ELL13
MANUAL DRAIN VALVE
NOT TO SCALE
ADDENDUM 125/08/281
*FOR SCENIC SLOPES IRRIGATION, ALL PIPING 3" AND LARGER REQUIRE THRUST BLOCKS. FOR ALL PIPING SMALLER THAN WHAT IS SHOWN IN TABLE ABOVE, THE MINIMUM PROVIDED SIZE WITHIN THE TABLE SHALL BE FOLLOWED.
Meridian Engineering, Inc.
1628 West 11010 South, Suite 102 South Jordan, Utah 84095
Phone: 801.569.1315 Fax: 801.569.1319
Memorandum
To: Eric Sabin CC: BLU Line Design From: Jacob Lewis, Meridian Engineering
Date: August 27, 2025 Subject: Scenic Slopes Park BP-1 Addendum 1 MEI Pro # 25038
Memo
ADDENDUM-1 SHEET REVISIONS
C101:
• Note added to APWA detail changing concrete PSI to 4500 per Grantsville std.
C102:
• Sheet added with water meter and thrust block details.
CS232:
• ADA ramps added.
CU300:
• Structure table updated.
• Pipe type notes for water line and SD lines updated.
CU301:
• Water line pipe type has been updated.
CU302:
• SD line and corresponding basins have been relocated.
CG401:
• HDPE piping changed to HP.
CG402:
• HDPE piping changed to HP.
• Additional spot elevations added along sidewalk between track elements.
• Additional spot elevations added for new ramp area.
Meridian Engineering, Inc.
1628 West 11010 South, Suite 102 South Jordan, Utah 84095
Phone: 801.569.1315 Fax: 801.569.1319
CG403:
• HDPE piping changed to HP.
• Grading around FES had been adjusted.
• SD line from FES to SDMH has been lowered.
Specification Section 32 1313:
• Section 2.5, Section A.1 has been updated to read 4500 psi for compressive strength.
Thank you, Jacob Lewis
18"
VA
RI
AB
LE
IN
VE
RT
SE
E S .D
. P
LA
NS
6"- 8"
PIP
E
(SE
E P
LA
N)
18" AREA DRAIN (AD)
N.T.S. A
DUCTILE IRON FRAME AND GRATE. HEEL
SAFE GRATE REQUIRED IN SIDEWALK AND
LANDSCAPE AREAS USE SOLID COVER AS
NOTED ON PLANS. ALL BASINS ARE TO
HAVE LOCKING GRATES.
VA
RI
ES
WATER TIGHT PIPE CONNECTION
ADAPTER. SIZE AND NUMBER
PER STORM DRAIN PLANS
(TYP.)
6"
MI
N.
18" Ø PVC DRAIN BASIN "NYLOPLAST"
OR APPROVED EQUIVALENT
BEDDING COURSE BACKFILL PER SPEC'S
ADAPTER 18" BASIN MIN. HORIZ.
SIZE ANGLE BETWEEN ADAPTERS
6"-6" 44° 6"-8" 51° 6"-12" 63° 6"-15" 72° 6"-18" 84° 8"-8" 55° 8"-12" 70° 8"-15" 78° 8"-18" 90° 12"-12" 82° 12"-15" 87° 12"-18" 102° 15"-15" 90° 15"-18" 110° 18"-18" 150°
NOTES:
1. USE H-10 GRATES AND FRAMES FOR 18" Ø COVERS.
2. CONSTRUCT BASINS PER MANUFACTURER'S REQUIREMENTS.
3. USE LOCKING GRATES ON ALL CATCH BASINS USED IN DETENTION BASIN AREAS.
4. CONCRETE COLLARS ARE REQUIRED IN DETENTION BASINS.
SECTION
" M
IN
24"
VA
RI
AB
LE
IN
VE
RT
SE
E S .D
. P
RO
FIL
ES
NOTES:
1. USE H-20 GRATES AND FRAMES FOR COVERS IN PAVED AREAS. USE H-10 GRATES AND FRAMES FOR
COVERS IN LANDSCAPE AREAS. DEPTH OF GRATE PER MANUFACTURER'S STANDARDS.
2. CONSTRUCT BASINS PER MANUFACTURER'S REQUIREMENTS.
3. USE LOCKING GRATES ON ALL CATCH BASINS USED IN DETENTION BASIN AREAS.
4. CONCRETE COLLARS ARE REQUIRED IN DETENTION BASINS.
VA
RI
ES
(S
EE
PL
AN
ADAPTER 24" BASIN MIN. HORIZ.
SIZE ANGLE BETWEEN ADAPTERS
6"-6" 33° 6"-8" 39° 6"-12" 48° 6"-15" 56° 6"-18" 63° 6"-24 77° 8"-8" 44° 8"-12" 52° 8"-15" 60° 8"-18" 70° 8"-24" 82° 12"-12" 64° 12"-15" 69° 12"-18" 78° 12"-24" 92° 15"-15" 77° 15"-18" 84° 15"-24" 98° 18"-18" 90° 18"-24" 108° 24"-24" 150°
24" AREA DRAIN (AD)
N.T.S. C
DUCTILE IRON FRAME AND GRATE. HEEL
SAFE GRATE REQUIRED IN SIDEWALK AND
LANDSCAPE AREAS USE SOLID COVER ON
BASINS NOTED ON PLANS.
WATER TIGHT PIPE CONNECTION
ADAPTER. SIZE AND NUMBER
PER STORM DRAIN PLANS
(TYP.)
24" Ø PVC DRAIN BASIN "NYLOPLAST"
OR APPROVED EQUIVALENT
BEDDING COURSE BACKFILL PER SPEC'S
VA
RI
ES
SECTION
CURB AND GUTTER INLET
N.T.S. B
1'-0"
2'- 0"
SECTION
SECTION
1'-0"
1'-4
NOTES:
1. CUT PIPING SMOOTH WITH BOX WALL. PIPING JOINT WITH BOX WALL AND ALL LEDGES SHALL BE GROUTED SMOOTH WITH EPOXY GROUT.
2. REVISE BARS TO #5 AT 12" O. C. IF DEPTH IS GREATER THAN 4'-0" AND LESS THAN 6'-0". USE 3' x 3' MIN. BOX IF DEPTH IS MORE 6'-0". USE 4' x 4' MIN. BOX
IF NECESSARY TO FIT ANGLED PIPING CONNECTIONS OR TO FIT LARGER PIPE. THE PIPE BELL SHALL NOT TERMINATE IN THE BOX.
3. ALL REBAR TO BE EPOXY COATED.
4. NYLOPLAST 2' x 3' INLET BOX WITH HOODED INLET (OR APPROVED EQUAL) IS ALLOWED AS SUBSTITUTION.
ONSITE ONLY. NOT FOR USE
WITHIN CITY ROW.
PLAN
CURB INLET FRAME, GRATE AND CURB BOX
(NEENAH R-3290) OR EQUIVALENT
RETURN TO STD.
CURB AND GUTTER
FL OF GUTTER
(2) #4 ALL AROUND
#4 @ 10" O.C. EACH WAY (TYP.)
EACH WALL
CURB INLET FRAME, GRATE AND CURB BOX
(NEENAH R-3290) W/TYPE "V" INLET VANES
#4 DOWEL @ 10" O.C. ALL AROUND
#4 @ 10" O.C.
EACH WAY
#4 DOWEL @ 10" ALL AROUND
(2) #4 ALL AROUND
(2) #4 ALL AROUND
#4 @ 10" O.C. EACH WAY (TYP.)
EACH WALL
#4 @ 10" O.C.
5' 5'4'-4"
1'- 6"
6"
4"
3'8" 8"
4'-4"
8" 2'
FLOW
B
B
A
A
NOTES:
1. ALL SECTIONS & BASE SHALL BE PRECAST TO CONFORM TO ASTM C478. BASES MAY ALSO BE CAST IN PLACE.
2. ANY APPROVED EQUIVALENTS REQUIRE ENGINEER'S WRITTEN APPROVAL.
3. GROUT AROUND ALL PIPE OPENINGS WITH 2:1 SAND/CEMENT MORTAR.
4. PLACE FLEXIBLE GASKET-TYPE SEALANT IN ALL MANHOLE JOINTS.
5. INVERT COVERS SHALL BE PLACED OVER THE TOP OF PIPE IN ALL MANHOLES DURING CONSTRUCTION. 5/8" EXTERIOR
PLYWOOD SHALL BE USED.
6. INSTALL RUBBER WATER STOP ON ALL PLASTIC PIPE WHEN CONNECTING PLASTIC PIPES TO MANHOLES. WATER STOP SHALL
BE HELD IN PLACE WITH A STAINLESS STEEL BAND.
7. PROVIDE GRADE RINGS AS NECESSARY TO PROVIDE FULL PAVEMENT DEPTH (INCLUDING BASE) OVER TOP OF CONCRETE
LID IN PAVED AREAS AND A MIN OF 12" OF SOIL OVER CONCRETE LID IN LANDSCAPE AREAS. DO NOT EXCEED 10" OF GRADE
RINGS.
CONCRETE COLLAR IN PAVED AREAS.
SEE DETAIL [-] ON SHEET [-].
FINISHED SURFACE
SHALLOW STORM MANHOLE
N.T.S. D
24" DIA. HEAVY DUTY LID & RING
(SOLID TRAFFIC RATED COVER). D&L
SUPPLY OR EQUIVALENT.
SEE PLAN FOR INVERT AND RIM
ELEVATIONS.
GRADE RINGS
SEE NOTE 7.
STANDARD H-20 CONCRETE
LID OR APPROVED EQUIVALENT
UPPER 1/3 OF PIPE WITHIN MANHOLE TO BE
REMOVED BY CONTRACTOR AFTER
MANHOLE IS OTHERWISE COMPLETED. A
MORTAR SHELF IS TO BE CONSTRUCTED
WITH A SLOPE OF 1-1/2" IN 12"
[8" OR 12"] BASE COURSE UNDER M.H.
BASE TO BE COMPACTED TO 96%
PER ASTM D-1557
JOINT MASTIC
(TYP.)
4'-6' DIA
(SEE PLANS)
VARIES, SEE NOTE 7
6"
DE
PT
H
VA
RI
ES
(2 ' M
IN
(S
EE
PL
AN
S)
12"
VA
RI
AB
LE
IN
VE
RT
SE
E S .D
. P
LA
NS
FOR USE ONSITE ONLY
VA
RI
ES
(S
EE
PL
AN
ADAPTER 12" BASIN MIN. HORIZ.
SIZE ANGLE BETWEEN ADAPTERS
6"-6" 65° 6"-8" 75° 6"-12" 95° 8"-8" 80° 8"-12" 102° 12"-12" 150°
12" AREA DRAIN (AD)
N.T.S. E
DUCTILE IRON FRAME AND GRATE. HEEL
SAFE GRATE REQUIRED IN SIDEWALK AND
LANDSCAPE AREAS. USE SOLID COVER ON
BASINS NOTED ON PLANS. ALL BASINS
ARE TO HAVE LOCKING GRATES.
WATER TIGHT PIPE CONNECTION
ADAPTER. SIZE AND NUMBER
PER STORM DRAIN PLANS
(TYP.)
6"
MI
N.
12" Ø PVC DRAIN BASIN "NYLOPLAST"
OR APPROVED EQUIVALENT
BEDDING COURSE BACKFILL PER SPEC'S
VA
RI
ES
SECTION
CAST IRON RING & COVER.
TO BE TAMPER PROOF
FOR USE ONSITE ONLY
EXTERIOR CLEAN OUT
N.T.S. F
SLOPE TO DRAIN AWAY FROM
OPENING
SPACE ALL AROUND SEALED W/ JOINT
SEALANT
(2) #4 BARS (TYP.)
CONCRETE 10" THICK
PROVIDE BRASS SCREW TYPE PLUG
W/ COUNTER SUNK HEAD
DUCTILE IRON SOIL PIPE
PROVIDE LENGTH AS REQUIRED
CONCRETE
SD PIPE DI WYE
KNOCKOUT PLUG @ END OF LINE
LONG RADIUS W/ BEND
(DUCTILE IRON)
1/2" EXPANSION JOINT
3' DIA. PAVEMENT AREAS
2' DIA. NON-PAVED AREAS
PER GRANTSVILLE CITY STDS, CONCRETE SHALL
HAVE A MINIMUM STRENGTH OF 4500 PSI
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
SUBCONSULTANT INFO/LOGO
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
JL
JL
08/04/2025
NL
25-117
SC
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STATE OF UTAH
L I
C E
N S
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P
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F E S S I O N
A
L
N
G I
N E
E R
JACOB MICHAEL LEWIS
No.13470254-2202
08/12/2025
C101
GENERAL
DETAILS
1 25/08/27 ADDENDUM #1
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
SUBCONSULTANT INFO/LOGO
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
JL
JL
08/04/2025
NL
25-117
SC
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S M
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FA
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(8
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STATE OF UTAH
L I
C E
N S
O
F E S S I O N
G I
N E
E R
JACOB MICHAEL LEWIS
No.13470254-2202
08/12/2025
C102
GRANTSVILLE
CITY DETAILS
1 25/08/27 ADDENDUM #1
W W
A Y
Xref .\2025-07-03 ARA Dwg\9284, UT, Grantsville, DWG.dwg
L1C1
L2
L3
L4 C2L5C3
L6 C4
C5
L7
L8 C6
C7 L9 C8
C9
C10
C11
C12
C13
C1
C15
C16 L10
C17L11
C18
C19
C2
L15
X X
X X
X X
X X
X X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
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X
X
X
X
X
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X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X X
X X X X
L16
L17
L18
L19
L34
NEW SIDEWALK
PER DETAIL D SHEET C100
NEW MOW CURB AND FENCING
REFER TO LANDSCAPE PLANS
NEW CURB AND GUTTER
PER DETAIL B SHEET C100
MATCH TBC
N: 383810.98 E: 369771.01
MATCH FS
N: 383791.90 E: 369764.34
FS
N: 383802.17 E: 369759.19
MATCH TBC
N: 383854.71 E: 369771.32
FS
N: 383847.17 E: 369758.87
8'
8'
8'
5'
5'
5'
8'
DRIVEWAY PER APWA
STD DETAIL 221.1
REFER TO PLANS BY AMERICAN
RAMP FOR TRACK DESIGNS.
DESIGNS SHOWN SCHEMATICALLY
ON THESE PLANS.
5'
5'
NEW MOW CURB AND FENCING
REFER TO LANDSCAPE PLANS
NEW MOW CURB AND FENCING
REFER TO LANDSCAPE PLANS
REFER TO LANDSCAPE PLANS FOR
NEW BASEBALL FIELD LAYOUT
END WALL
N: 383883.08 E: 369383.16
END WALL
N: 383889.84 E: 369311.06
END WALL
N: 383880.85 E: 369311.06
END WALL
N: 383879.99 E: 369242.54
WALL
N: 383889.85 E: 369352.13
WALL
N: 383889.85 E: 369321.57
WALL
N: 383898.35 E: 369321.57
WALL
N: 383898.35 E: 369261.66
7.5
8'
8'
WALL
N: 383919.43 E: 369240.57
WALL
N: 383979.35 E: 369240.57
WALL
N: 383979.35 E: 369232.07
WALL
N: 384009.35 E: 369232.07
BEGIN WALL
N: 384009.35 E: 369234.57
(3) 3 RISER STAIRCASES
REFER TO LANDSCAPE PLANS
BACKSTOP WALL WITH FENCE
REFER TO LANDSCAPE PLANS
5'
8'
NEW SIDEWALK
PER DETAIL D SHEET C100
SEAT WALLS
REFER TO LANDSCAPE PLANS
NEW SIDEWALK
PER DETAIL D SHEET C100
FS
N: 383873.17 E: 369435.93
5'
NEW SIDEWALK
PER DETAIL D SHEET C100
NEW SIDEWALK
PER DETAIL D SHEET C100
FS
N: 383873.17 E: 369616.91
FS
N: 383873.17 E: 369610.91
FS
N: 383873.17 E: 369573.19
FS
N: 383873.17 E: 369567.19
TBC
N: 383865.17
E: 369567.19 FS
N: 383865.17 E: 369573.19
FS
N: 383865.17 E: 369610.91
TBC
N: 383865.17 E: 369616.91
ADA RAMP PER
APWA DETAIL 236.2
GENERAL SITE LAYOUT NOTES:
1. REFER TO OVERALL SITE LAYOUT PLAN ON SHEET CS230 FOR GENERAL SITE LAYOUT NOTES.
Drawing number
N0. DESCRIPTION
Designed By:
yy/mm/day
REVISIONS
Drawn By:
Date:
Checked By:
SUBCONSULTANT INFO/LOGO
Drawing Title
Project No:
blu line designs planning landscape architecture design
8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994
Stamp
JL
JL
08/04/2025
NL
25-117
SC
EN
IC
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LO
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PA
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S M
O
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O N
TR
AI
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SV
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, U
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C
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NS
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