CPO Landscape Plan .pdf
PDF 8 MB Posted
- Solicitation number
- S-25700-00015184
- Issued by
- Jackson County, Cheshire CDP, Oregon
About this file
These documents are landscape and irrigation plans for the Central Point Office Renovation & Addition project for the Oregon State Police, with contract number PO-257-000008511, located at 4500 Rogue Valley Hwy in Central Point, Oregon. The project involves a comprehensive renovation and 1-story addition to an existing facility, with detailed plans divided into four distinct sectors covering landscaping, irrigation, erosion and sediment control, and planting strategies. The plans are prepared by DLR Group and dated March 9, 2024, with 100% construction documents indicating the project is in its final design phase.
The landscape plans meticulously outline irrigation systems, plant selections, and site preparation requirements across the approximately 2.36-acre work area. Key specifications include protecting existing landscape elements, transplanting select trees and plants with coordination from a city arborist, and implementing comprehensive erosion control measures. The irrigation design incorporates existing mainlines and lateral lines, with new controllers, valves, and sprinkler systems strategically placed across the site. The planting plan includes a diverse range of vegetation, with specific notes on soil composition, mulching, and plant installation techniques, ensuring a comprehensive approach to landscaping that considers both aesthetic and functional requirements of the Oregon State Police facility renovation.
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( FEET )
1 INCH = FT
20 10 4020
PHASE CONSTRUCTION NOTES:
1. NEW LANDSCAPE PLANTER, TYPICAL.
2. NEW LANDSCAPING IN STORMWATER FILTRATION PLANTER.
**REFER TO CIVIL PERMIT DOCUMENTS FOR ALL CONSTRUCTION
INFORMATION, TYPICAL.
EROSION CONTROL NOTES:
GENERAL EROSION CONTROL NOTES:
***ALL EROSION AND SEDIMENT CONTROL MEASURES ON SLOPES, AND AT
CULVERT INLETS/OUTLETS SHALL REMAIN IN PLACE UNTIL ALL PHASES
OF CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED.
***ALL NEW STORM DRAIN SYSTEM CATCH BASINS AND INLETS SHALL HAVE
INLET PROTECTION INSTALLED PER ODOT STANDARD DRAWING RD1010
AFTER INSTALLATION AND SHALL REMAIN IN PLACE UNTIL ALL
CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED AND
ASPHALT/CONCRETE/LANDSCAPING HAS BEEN INSTALLED.
***THESE REQUIREMENTS SHALL BE CONSIDERED A MINIMUM. THE
CONTRACTOR SHALL IMPLEMENT ADDITIONAL MEASURES AS REQUIRED
TO FACILITATE CONSTRUCTION. ALL COSTS FOR EROSION CONTROL
MEASURES SHALL BE BORN BY THE CONTRACTOR.
***THIS PLAN HAS BEEN PREPARED TO ADDRESS THE OVERALL PRIMARY
EROSION CONTROL MEASURES THAT MUST BE IMPLEMENTED FOR
CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO ADJUST SPECIFIC EROSION CONTROL MEASURES TO
ACCOMMODATE FOR ADDITIONAL PHASED CONSTRUCTION. ANY
MODIFICATIONS TO THIS PLAN SHALL BE REVIEWED AND APPROVED BY
THE AGENCIES HAVING JURISDICTION AND THE PROJECT ENGINEER
PRIOR TO COMMENCEMENT OF WORK.
EROSION AND SEDIMENT CONTROL NOTES:
1. NOTE NOT USED THIS SHEET.
2. MAINTAIN 'TYPE 3' INLET PROTECTION PER ODOT RD1010 AT ALL ON-SITE
CATCH BASINS AND CATCH BASINS WITHIN 200' OF PROJECT SITE.
3. MAINTAIN 'TYPE 10' INLET PROTECTION PER ODOT RD1010 AT ALL CURB
INLETS WITHIN 200' OF PROJECT SITE.
4. MAINTAIN OVERSIZED PIECE OF FILTER FABRIC UNDERNEATH TRENCH
DRAIN GRATE, SIMILAR TO 'TYPE 3' INLET PROTECTION PER ODOT
RD1010 AT ALL ON-SITE TRENCH DRAINS.
5. NOTE NOT USED THIS SHEET.
6. NOTE NOT USED THIS SHEET.
7. NOTE NOT USED THIS SHEET.
8. NOTE NOT USED THIS SHEET.
LANDSCAPING AND FINAL STABILIZATION EROSION AND SEDIMENT CONTROL PLAN
1" = 20'
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DLR # 74-22115-00 /
ZCS# M-0301-22
06-16-2023
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CONSTRUCTION
DOCUMENTS
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45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588
DIGITAL SIGNATURE
LANDSCAPING &
FINAL
STABILIZATION
ESC PLAN
C1.5
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VA
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H W
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EXISTING
OSP FACILITY
EXISTING
TEAMSTER'S
UNION
EXISTING
SKYRMAN
ARBORETUM
EXISTING
WAREHOUSE
2-STORY
ADDITION
1-STORY
ADDITION
PERMANENT LANDSCAPING
PERMANENT STORM FACILITY LANDSCAPING
EXISTING GROUND CONTOUR (1 FT)
EXISTING GROUND CONTOUR (5 FT)
EROSION AND SEDIMENT CONTROL LEGEND:
PHASE SPECIFIC CONSTRUCTION LEGEND
INLET PROTECTION - CATCH BASIN/DCS
INLET PROTECTION - CURB INLET
EXISTING DRAINAGE FLOW DIRECTION
NEW DRAINAGE FLOW DIRECTION
EROSION AND SEDIMENT CONTROL LEGEND
LIMITS OF WORK (±2.36 ACRES)
INLET PROTECTION - TRENCH DRAIN
06-16-23PR-01PR-01
PR-01
06-14-24CCD-03CCD-03
CCD-03
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1.5" 43.07
1.5" 41.1
1.5" 25.65
1" 8.24
1" 5.54
21.78
1" 13.78
2"
1.5"
1.5"
1.5"
1.5" 2"
1.5"
1.5"
CONNECTIONS.
WITH FINISH GRADE.
SET TOP FLUSH
ROUND VALVE BOX.
ELBOW
SCH. 40 PVC ST.
MAINLINE AS SPECIFIED
NOTE: USE TEFLON TAPE
ON ALL THREADED
SPECIFIED QUICK
COUPLING VALVE.
SCH. 80 PVC NIPPLE
1" X 8" MIN.
SCH. 40 PVC
90 DEG. ELBOW
1" X 8" MIN.
SCH. 80 PVC NIPPLE
FINISH GRADE
MIN. 4" DEPTH
PEA GRAVEL BASE
ELBOW
SCH. 40 PVC ST.
" M
IN
1/2" ADAPTER
ELBOW
15" X 1/2"
FLEX PIPE
1/2" ADAPTER
ELBOW
SPECIFIED IRRIGATION HEAD
1/2" MARLEX ST. ELBOW
1/2" MARLEX ST. ELBOW
FINISH GRADE
LATERAL LINE
SET HEAD FLUSH WITH FINISH
LAWN/SHRUB BED GRADE
NOTE:
INSTALL IRRIGATION HEADS PERPENDICULAR
TO THE SLOPE OF THE FINISH GRADE.
MANUAL DRAIN VALVE
6SPRAY HEAD ASSEMBLY5
- NOT TO SCALE
QUICK COUPLING VALVE IRRIGATION CONTROL VALVE
NOT TO SCALE NOT TO SCALE NOT TO SCALE
POINT OF CONNECTION
NOT TO SCALE
DRAIN ROCK
SUPPLY LINE
IRRIGATION
6" MIN. DEPTH
MANUAL ANGLE
FINISH GRADE
VALVE W/ UNION
BACKFLOW DEVICE
DOUBLE CHECK
VALVE BOX
SET FLUSH W/ GRADE
AS VALVE
VALVE - SAME SIZE
MAIN LINE TO
OF BACKFLOW
UNIONS EACH SIDE
CONTROL VALVES
FLOW
SECURE TO QCV w/
(1) #4 REBAR MIN 24" LENGTH
(2) HOSE CLAMPS
MAINLINE
MANUAL GATE VALVE
SAME SIZE AS CONTROL VALVE.
WITH UNION BOTH ENDS
FLUSH WITH FINISH GRADE
DRAIN ROCK-6"MIN. DEPTH
FINISH GRADE
LATERAL LINE
VALVE BOX - SET
CONTROL VALVE
STD BRICK AT EA VALVE BOX
CORNER, MIN (4) PER BOX
NOTE: GATE VALVE & UNIONS
SHALL BE SQUARE WITH CENTER
LINE OF VALVE ASSEMBLY.
UNION
12"
GENERAL NOTES
SLEEVE, SCH 40 PVC, MIN. 6" DIA. UNLESS OTHERWISE NOTED. COORDINATE WITH GENERAL CONTRACTOR.
SYMBOL
LATERAL LINE, 1" SCH 40 PVC, UNLESS NOTED OTHERWISE.
MAIN LINE, 2" SCH 40 PVC, UNLESS NOTED OTHERWISE.
DESCRIPTION
MAIN LINE ISOLATION VALVE, AS SPECIFIED. LINE SIZE.
LCS
RCS
SST
0.49
0.49
1.21
4'x15'
4'x15'
4'x30'
Rain Bird 1812-SAM-PRS w/ 15 Strip Series Nozzle
10'
RAIN BIRD PEB PRS-D CONTROL VALVE w/ FLOW CONTROL. SEE THIS SHEET FOR DETAIL.
PSIGPM MODELSYMBOL
IRRIGATION LEGEND
ARCRADIUS
0.39
300.92
Rain Bird 1812-SAM-PRS w/ 8 Series MPR Nozzle90° 300.26
360° 1.05
"180° 0.52
360° 301.58
180°
90°
300.7910'
10'
360° 303.70
8'
8'
8'
15' 90°
180° 301.8515'
15'
Rain Bird 1812-SAM-PRS w/ 10 Series MPR Nozzle
Rain Bird 1812-SAM-PRS w/ 15 Series MPR Nozzle
301.3012' 180°
302.6012' "360°
Point of Connection: Connect at existing 2" meter, remove and replace existing backflow device with 2" Zurn Wilkins XL 350 Double-Check Valve Assembly Backflow Prevention Device. See Sheet L1.1 for detail.
RAIN BIRD 44LRC QUICK COUPLING VALVE. SEE THIS SHEET FOR DETAIL.
300.6512' 90° Rain Bird 1812-SAM-PRS w/ 12 Series MPR Nozzle
POC
RAIN BIRD ESP-ME3 Modular Controller, wall mount.C
9SST 1.739'x18' 30
Install all irrigation pipe in PVC sleeves below all paved surfaces as specified in Section 32 84 24, Irrigation.
Provide 12" pop-up sprinkler heads for all shrub beds.
Multi-strand control wire not allowed. Use single strand control wire as specified in Section 32 84 24, Irrigation.
Install drain valves at low points on main lines.
Install pressure regulator on main line as required.
Install in-line check valves as required to prevent low head drainage.
Install air-relief valves on main lines as specified, and as recommended by the manufacturer.
Remove and properly dispose of existing irrigation equipment and materials encountered during construction.
H.
The landscape contractor shall inspect the site and verify conditions and dimensions prior to construction.
Install irrigation system to comply with the codes and ordinances of all jurisdictional agencies.
Irrigation plans are schematic. Place irrigation lines in common trench whenever possible. Field adjust lines to avoid conflict with utilities.
Verify backflow prevention device has been inspected and approved by the appropriate authority.
All valves shall be placed in valve boxes in a manner which facilitates access for maintenance. Locate valve boxes in shrub beds.
All components of irrigation system shall be installed and adjusted to provide complete coverage. Contractor is responsible for providing a complete working system.
Verify minimum static water pressure of 90 psi at point of connection to existing irrigation water line. Notify the Landscape Architect and Owner's representative if actual field data differs from this information.
System is designed to operate with a minimum of 35 psi at the furthest head from the point of connection. Head layout and zones are based on this data, and specifications shown in the irrigation legend. Notify the Landscape Architect and owner if actual field data differs from this information.
Provide supplemental or temporary irrigation during construction as necessary to ensure plant survival.
K. Valve Key
J. Irrigation laterals are sized starting at valve and continuing in direction of flow. Reductions in pipe size are labelled beginning downstream of nearest fitting. All laterals not sized are minimum 1 inch or same size as nearest adjacent pipe.
N.
M.
Zone number
G.P.M.
Valve size 1"
23.0
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D.
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PARKINGSECTOR 1
INSTALL IRRIGATION CONTROLLER ON OUTSIDE WALL INDICATED.
COORDINATE PROVISION OF POWER WITH GENERAL CONTRACTOR.
EXISTING ON-SITE IRRIGATION MAINLINE AND LATERAL LINE: PROTECT IN
PLACE FOR USE AS A PART OF THIS PROJECT. CONNECT TO NEW
IRRIGATION AS INDICATED HEREON. COORDINATE WORK WITH GENERAL
CONTRACTOR.
EXISTING OFF-SITE IRRIGATION MAINLINE, VALVES AND LATERAL LINES:
PROTECT MAINLINE AND LATERAL LINE IN PLACE AND EXTEND PAST NEW
EDGE OF PAVEMENT. RECONFIGURE IRRIGATION TO ACCOMMODATE
CHANGES, REINSTALL CONTROL VALVE AND WIRE, QUICK COUPLER VALVE
AND SPRINKLERS. TEST AND ASSURE PROPER OPERATION.
SLEEVE THROUGH CONCRETE WALL: INSTALL 3" SLEEVE THROUGH WALL,
AND UNDER CONCRETE (IF NECESSARY - CONDITION VARIES) TO FACILITATE
INSTALLATION OF IRRIGATION LINE AS SHOWN. SEE CIVIL FOR DETAIL.
EXISTING IRRIGATION CONTROL VALVE.
EXISTING QUICK COUPLER VALVE.
EXISTING IRRIGATION MAINLINE.
EXISTING IRRIGATION LATERAL LINE.
EXISTING IRRIGATION SPRINKLER.
INSTALL NEW LATERAL LINE IN EXISTING IRRIGATION SLEEVE. IF EXISTING
SLEEVE IS FULL, INSTALL NEW SLEEVE AT THIS LOCATION.
IRRIGATION KEY NOTES
D
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G ro up
REVISIONS
A B C D E F
A ut od es k D oc s:
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LANDSCAPE ARCHITECTS
295 EAST MAIN, No. 8
ASHLAND, OR 97520
541 552 1015
DLR # 74-22115-00 /
JED # 22017500
03-09-2024
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2/ 7/
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100%
CONSTRUCTION
DOCUMENTS
Alan D. Pardee
OREGON
10/31/97
GISER
RET DE
AL NDS
AC PE CAR
HI
ET
CT
L1.1
IRRIGATION
PLAN
SECTOR 1
0 5' 10' 20'
NORTH
IRRIGATION PLAN SECTOR 1
1" = 10' @ 22x34" 1
SITE KEY MAP
1" = 80' @ 22x34" 2
PR-01
PR-01
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VALVE BOX
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AND SLEEVE
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MANUAL DRAIN
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1 CU. FT.
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VALVE
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FINISH GRADE
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BUILDING
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POC
1.5" 43.07
1.5" 41.1
1" 18.89 3 1.5" exstg
1" 8.02
1.5" 37.68
1.5"
1.5"
1.5"
1.5"
1.5"
2" 2"
2"
1.5"
1.5" 2"
1.5"
1.5"
1.5"
1.5"
1" 10.31
NO
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IN
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PARKING
SECTOR 2
INSTALL IRRIGATION CONTROLLER ON OUTSIDE WALL INDICATED.
COORDINATE PROVISION OF POWER WITH GENERAL CONTRACTOR.
EXISTING ON-SITE IRRIGATION MAINLINE AND LATERAL LINE: PROTECT IN
PLACE FOR USE AS A PART OF THIS PROJECT. CONNECT TO NEW
IRRIGATION AS INDICATED HEREON. COORDINATE WORK WITH GENERAL
CONTRACTOR.
EXISTING OFF-SITE IRRIGATION MAINLINE, VALVES AND LATERAL LINES:
PROTECT MAINLINE AND LATERAL LINE IN PLACE AND EXTEND PAST NEW
EDGE OF PAVEMENT. RECONFIGURE IRRIGATION TO ACCOMMODATE
CHANGES, REINSTALL CONTROL VALVE AND WIRE, QUICK COUPLER VALVE
AND SPRINKLERS. TEST AND ASSURE PROPER OPERATION.
SLEEVE THROUGH CONCRETE WALL: INSTALL 3" SLEEVE THROUGH WALL,
AND UNDER CONCRETE (IF NECESSARY - CONDITION VARIES) TO FACILITATE
INSTALLATION OF IRRIGATION LINE AS SHOWN. SEE CIVIL FOR DETAIL.
EXISTING IRRIGATION CONTROL VALVE.
EXISTING QUICK COUPLER VALVE.
EXISTING IRRIGATION MAINLINE.
EXISTING IRRIGATION LATERAL LINE.
EXISTING IRRIGATION SPRINKLER.
INSTALL NEW LATERAL LINE IN EXISTING IRRIGATION SLEEVE. IF EXISTING
SLEEVE IS FULL, INSTALL NEW SLEEVE AT THIS LOCATION.
IRRIGATION KEY NOTES
D
LR
G ro up
REVISIONS
A B C D E F
A ut od es k D oc s:
//7 4-
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P C en tra l P oi nt /7
4-
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2.
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LANDSCAPE ARCHITECTS
295 EAST MAIN, No. 8
ASHLAND, OR 97520
541 552 1015
DLR # 74-22115-00 /
JED # 22017500
03-09-2024
C E
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#P O
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2/ 7/
:5
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100%
CONSTRUCTION
DOCUMENTS
Alan D. Pardee
OREGON
10/31/97
GISER
RET DE
AL NDS
AC PE CAR
HI
ET
C T
L1.2
IRRIGATION
PLAN
SECTOR 2
0 5' 10' 20'
NORTH
IRRIGATION PLAN SECTOR 2
1" = 10' @ 22x34" 1
SITE KEY MAP
1" = 80' @ 22x34" 2
CCD-03
CCD-03 06-14-2024
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PARKING
SECTOR 3
INSTALL IRRIGATION CONTROLLER ON OUTSIDE WALL INDICATED.
COORDINATE PROVISION OF POWER WITH GENERAL CONTRACTOR.
EXISTING ON-SITE IRRIGATION MAINLINE AND LATERAL LINE: PROTECT IN
PLACE FOR USE AS A PART OF THIS PROJECT. CONNECT TO NEW
IRRIGATION AS INDICATED HEREON. COORDINATE WORK WITH GENERAL
CONTRACTOR.
EXISTING OFF-SITE IRRIGATION MAINLINE, VALVES AND LATERAL LINES:
PROTECT MAINLINE AND LATERAL LINE IN PLACE AND EXTEND PAST NEW
EDGE OF PAVEMENT. RECONFIGURE IRRIGATION TO ACCOMMODATE
CHANGES, REINSTALL CONTROL VALVE AND WIRE, QUICK COUPLER VALVE
AND SPRINKLERS. TEST AND ASSURE PROPER OPERATION.
SLEEVE THROUGH CONCRETE WALL: INSTALL 3" SLEEVE THROUGH WALL,
AND UNDER CONCRETE (IF NECESSARY - CONDITION VARIES) TO FACILITATE
INSTALLATION OF IRRIGATION LINE AS SHOWN. SEE CIVIL FOR DETAIL.
EXISTING IRRIGATION CONTROL VALVE.
EXISTING QUICK COUPLER VALVE.
EXISTING IRRIGATION MAINLINE.
EXISTING IRRIGATION LATERAL LINE.
EXISTING IRRIGATION SPRINKLER.
INSTALL NEW LATERAL LINE IN EXISTING IRRIGATION SLEEVE. IF EXISTING
SLEEVE IS FULL, INSTALL NEW SLEEVE AT THIS LOCATION.
IRRIGATION KEY NOTES
D
LR
G ro up
REVISIONS
A B C D E F
A ut od es k D oc s:
//7 4-
5-
O S
P C en tra l P oi nt /7
4-
5-
_O
S P
C en tra l P oi nt
_A R
_2
2.
rv t
LANDSCAPE ARCHITECTS
295 EAST MAIN, No. 8
ASHLAND, OR 97520
541 552 1015
DLR # 74-22115-00 /
JED # 22017500
03-09-2024
C E
N
TR
A L
P O
IN
T
O
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IC
E
R E
N O
V A
TI
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A D
D
IT
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R og ue V al ly
H w y, C en tra l P oi nt , O
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O R
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S
TA
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P
O
LI
N
TR
A
C T
#P O
-2
-0
2/ 7/
:5
7:
P M
100%
CONSTRUCTION
DOCUMENTS
Alan D. Pardee
OREGON
10/31/97
GISER
RET DE
AL NDS
AC PE CAR
HI
ET
CT
L1.3
IRRIGATION
PLAN
SECTOR 3
0 5' 10' 20'
NORTH
IRRIGATION PLAN SECTOR 3
1" = 10' @ 22x34" 1
SITE KEY MAP
1" = 80' @ 22x34" 2
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PARKING
D
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1" 21.78
1" 6.05
2" 48.75
1.5"
1.5"
1.5"
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X
X
X
X
X
X
X
X
X
X
X
NO
PA
RK
IN
G
NO
PARKING
X X
X
X X
X X
XXX
X
X X
X
SECTOR 4
INSTALL IRRIGATION CONTROLLER ON OUTSIDE WALL INDICATED.
COORDINATE PROVISION OF POWER WITH GENERAL CONTRACTOR.
EXISTING ON-SITE IRRIGATION MAINLINE AND LATERAL LINE: PROTECT IN
PLACE FOR USE AS A PART OF THIS PROJECT. CONNECT TO NEW
IRRIGATION AS INDICATED HEREON. COORDINATE WORK WITH GENERAL
CONTRACTOR.
EXISTING OFF-SITE IRRIGATION MAINLINE, VALVES AND LATERAL LINES:
PROTECT MAINLINE AND LATERAL LINE IN PLACE AND EXTEND PAST NEW
EDGE OF PAVEMENT. RECONFIGURE IRRIGATION TO ACCOMMODATE
CHANGES, REINSTALL CONTROL VALVE AND WIRE, QUICK COUPLER VALVE
AND SPRINKLERS. TEST AND ASSURE PROPER OPERATION.
SLEEVE THROUGH CONCRETE WALL: INSTALL 3" SLEEVE THROUGH WALL,
AND UNDER CONCRETE (IF NECESSARY - CONDITION VARIES) TO FACILITATE
INSTALLATION OF IRRIGATION LINE AS SHOWN. SEE CIVIL FOR DETAIL.
EXISTING IRRIGATION CONTROL VALVE.
EXISTING QUICK COUPLER VALVE.
EXISTING IRRIGATION MAINLINE.
EXISTING IRRIGATION LATERAL LINE.
EXISTING IRRIGATION SPRINKLER.
INSTALL NEW LATERAL LINE IN EXISTING IRRIGATION SLEEVE. IF EXISTING
SLEEVE IS FULL, INSTALL NEW SLEEVE AT THIS LOCATION.
IRRIGATION KEY NOTES
D
LR
G ro up
REVISIONS
A B C D E F
A ut od es k D oc s:
//7 4-
5-
O S
P C en tra l P oi nt /7
4-
5-
_O
S P
C en tra l P oi nt
_A R
_2
2.
rv t
LANDSCAPE ARCHITECTS
295 EAST MAIN, No. 8
ASHLAND, OR 97520
541 552 1015
DLR # 74-22115-00 /
JED # 22017500
03-09-2024
C E
N
TR
A L
P O
IN
T
O
FF
IC
E
R E
N O
V A
TI
O
N
A D
D
IT
IO
N
R og ue V al ly
H w y, C en tra l P oi nt , O
R
O R
E G
O N
S
TA
TE
P
O
LI
N
TR
A
C T
#P O
-2
-0
2/ 7/
:5
7:
P M
100%
CONSTRUCTION
DOCUMENTS
Alan D. Pardee
OREGON
10/31/97
GISER
RET DE
AL NDS
AC PE CAR
HI
ET
C T
L1.4
IRRIGATION
PLAN
SECTOR 4
0 5' 10' 20'
NORTH
IRRIGATION PLAN SECTOR 4
1" = 10' @ 22x34" 1
SITE KEY MAP
1" = 80' @ 22x34" 2
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
XXX
X
X X
X
H
IG
H W
A Y
BUILDING
1-QUKE
6-GIBI
19-SPAN
1-QUKE
19-SPAN
19-SPAN
13-LOPI
9-SYAL
9-SYAL
9-SYAL
1 11
X-SPAL
9-COKE
5-SPAN
29-CODA
9-LOPI
399-ARUV
NOTE:
EAST & WEST OF TREE.
REMOVE ROOTBALL
TWINE AND BURLAP FROM
TOP THIRD OF ROOT BALL.
2" MIN. ROUND WOOD STAKE.
STAKES TO BE PLACED
WRAPPINGS INCLUDING
STRAP TYPE RUBBER TIES,
NO WIRE AROUND TRUNK.
SET ROOT CROWN 1 1/2"
ABOVE FINAL GRADE
MULCH AS SPECIFIED
SOIL BACKFILL: 3 PARTS
WIRE STRAP SUPPORT
PLANT PIT
SCARIFY SIDES OF
COMPACTED NATIVE SOIL
TOPSOIL 1 PART COMPOST
4' M
IN
12"
MIN.
TREE PLANTING
NOT TO SCALE
REMOVE AFTER ONE YEAR.
SHRUB PLANTING
NOT TO SCALE
CUT AND REMOVE ALL
BINDING FROM THE TOP
6"
TYP.
FILLING.
AND SIDES OF THE ROOT
BALL BEFORE BACK-
MULCH AS SPECIFIED.
SOIL BACKFILL: 3 PARTS
TOPSOIL 1 PART COMPOST
KEY BOTANICAL NAME COMMON NAME SIZE / CONDITION
TREES
ACHO ACER TATARICUM 'GARANN' HOT WINGS MAPLE 1.75" CAL, B&B
GIBI GINKGO BILOBA 'PRINCETON SENTRY' PRINCETON SENTRY GINKGO 1.75" CAL, B&B
QUGA QUERCUS GARRYANA OREGON WHITE OAK 1.75" CAL, B&B
QUKE QUERCUS KELLOGGII CALIFORNIA BLACK OAK 1.75" CAL, B&B
ZESE ZELKOVA SERRATA 'GREEN VASE' GREEN VASE ZELKOVA 1.75" CAL, B&B
SHRUBS
AMAL AMELANCHIER ALNIFOLIA WESTERN SERVICEBERRY 2 GAL
BERO BERBERIS T. 'ROSE GLOW' ROSE GLOW BARBERRY 5 GAL
COKE CORNUS SERICEA 'KELSEYI' KELSEY RED-OSIER DOGWOOD 5 GAL
COCO CORYLUS CORNUTA BEAKED HAZELNUT 5 GAL
HODI HOLODISCUS DISCOLOR OCEAN SPRAY 1 GAL
ILCR ILEX CRENATA 'LEMON GEM' LEMON GEM JAPANESE HOLLY 2 GAL
LOPI LONICERA PILEATA PRIVET HONEYSUCKLE 1 GAL
MAAQ MAHONIA AQUIFOLIUM OREGON GRAPE 5 GAL
MANE MAHONIA NERVOSA CASCADE BARBERRY 5 GAL
RHAR RHUS AROMATICA 'GRO-LOW' GRO-LOW FRAGRANT SUMAC 1 GAL
RHPJ RHODODENDRON PJM PJM RHODENDRON 4 GAL
RIAU RIBES AUREUM GOLDEN CURRANT 1 GAL
SPAL SPIRAEA ALPINA ALPINA SPIREA 5 GAL
SPAN SPIRAEA 'ANTHONY WATERER' ANTHONY WATERER SPIRAEA 1 GAL
SYAL SYMPHORICARPUS ALBA SNOWBERRY 2 GAL
GROUND COVERS, GRASSES, RUSHES & SEDGES
ARUV ARCTO. UVA-URSI KINNIKINNICK 1 GAL
CATE CAREX TESTACEA ORANGE SEDGE 1 GAL
CALE CAMASSIA LEICHTINII CAMAS BULB
CODA COTONEASTER DAMMERI 'LOWFAST' LOWFAST COTONEASTER 1 GAL
FRCH FRAGARIA CHILOENSIS ORNAMENTAL STRAWBERRY 4" POT
HESE HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL
FEOC FESTUCA OCCIDENTALIS WESTERN FESCUE 1 GAL
JUEF JUNCUS EFFUSUS SOFT RUSH 1 GAL
PELI PENNISETUM A. 'LITTLE BUNNY' LITTLE BUNNY FOUNTAIN GRASS 1 GAL
RORE ROSA RED CARPET RED CARPET ROSE 1 GAL
PLANT LIST
KEY NOTES - PLANTING PLAN
EXISTING LANDSCAPE AREA TO REMAIN: CONTRACTOR SHALL PROTECT
IN PLACE ALL LANDSCAPE TO REMAIN, INCLUDING TREES, SHRUBS AND
GROUNDCOVER PLANTS. DO NOT STORE OR TRANSPORT EQUIPMENT,
VEHICLES, OR MATERIALS ON OR WITHIN LANDSCAPE AREAS TO REMAIN.
PROVIDE SUPPLEMENTAL/TEMPORARY IRRIGATION AS NECESSARY TO
ENSURE PLANT SURVIVAL DURING THE CONSTRUCTION PERIOD.
TRANSPLANTING: PLANTS TO BE REMOVED TO ALLOW CONSTRUCTION
SHALL BE DUG UP AND POTTED FOR FUTURE TRANSPLANT TO NEW
LANDSCAPE AREA. PLANTS DAMAGED BY CONSTRUCTION SHALL BE
REPLACED w/ A PLANT OF SAME SIZE AND TYPE.
EXISTING TREE TO BE TRANSPLANTED: COORDINATE WITH CITY ARBORIST
PRIOR TO TRANSPLANTING REGARDING TRANSPLANT METHODOLOGY
AND TIMING. TRANSPLANT TO NEW LOCATION INDICATED HEREON. ALL
WORK TO CONFORM TO INTERNATIONAL SOCIETY OF ARBORICULTURE
ANSI A300 TRANSPLANTING STANDARDS.
PLACE 3" LAYER OF BARK MULCH TOP DRESSING TO MATCH TYPICAL
LANDSCAPE PLANTERS.
T
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
NO
PA
RK
IN
G
NO
PARKING
X X
X
X X
X X
XXX
X
X X
X
SS
SECTOR 1
D
LR
G ro up
REVISIONS
A B C D E F
A ut od es k D oc s:
//7 4-
5-
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P C en tra l P oi nt /7
4-
5-
_O
S P
C en tra l P oi nt
_A R
_2
2.
rv t
LANDSCAPE ARCHITECTS
295 EAST MAIN, No. 8
ASHLAND, OR 97520
541 552 1015
DLR # 74-22115-00 /
JED # 22017500
03-09-2024
C E
N
TR
A L
P O
IN
T
O
FF
IC
E
R E
N O
V A
TI
O
N
A D
D
IT
IO
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R og ue V al ly
H w y, C en tra l P oi nt , O
R
O R
E G
O N
S
TA
TE
P
O
LI
N
TR
A
C T
#P O
-2
-0
2/ 7/
:5
7:
P M
100%
CONSTRUCTION
DOCUMENTS
Alan D. Pardee
OREGON
10/31/97
GISER
RET DE
AL NDS
AC PE CAR
HI
ET
CT
L2.1
PLANTING PLAN
SECTOR 1
0 5' 10' 20'
NORTH
PLANTING PLAN SECTOR 1
1" = 10' @ 22x34" 1
SITE KEY MAP
1" = 80' @ 22x34" 2
AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
NO
PA
RK
IN
G
X X
X
X X
X X
DD
BUILDING
1-ACHO 1-QUGA
Matchline
25-CATE
21-HESE
M at ch lin e
19-SPAN
95-JUEF
9-SYAL
8-ILCR
1 1
5-SPAL6-CATE
12-ILCR
8-ILCR
8-SPAN
27-RORE
4-BERO
29-FEOC
11-PELI
1-ACHO
1-ACHO
10-BERO
8-ARUV
2-ARUV
12-RHAR
5-ARUV
3-LOPI
6-SPAN
20-LOPI
15-ARUV
10-LOPI
1-ACHO
10-BERO
18-ARUV
9-RHAR
5-SPAN
14-FEOC
9-BERO
6-LOPI
8-LOPI
19-PELI
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
NO
PA
RK
IN
G
NO
PARKING
X X
X
X X
X X
XXX
X
X X
X
SECTOR 2
KEY NOTES - PLANTING PLAN
EXISTING LANDSCAPE AREA TO REMAIN: CONTRACTOR SHALL PROTECT
IN PLACE ALL LANDSCAPE TO REMAIN, INCLUDING TREES, SHRUBS AND
GROUNDCOVER PLANTS. DO NOT STORE OR TRANSPORT EQUIPMENT,
VEHICLES, OR MATERIALS ON OR WITHIN LANDSCAPE AREAS TO REMAIN.
PROVIDE SUPPLEMENTAL/TEMPORARY IRRIGATION AS NECESSARY TO
ENSURE PLANT SURVIVAL DURING THE CONSTRUCTION PERIOD.
TRANSPLANTING: PLANTS TO BE REMOVED TO ALLOW CONSTRUCTION
SHALL BE DUG UP AND POTTED FOR FUTURE TRANSPLANT TO NEW
LANDSCAPE AREA. PLANTS DAMAGED BY CONSTRUCTION SHALL BE
REPLACED w/ A PLANT OF SAME SIZE AND TYPE.
EXISTING TREE TO BE TRANSPLANTED: COORDINATE WITH CITY ARBORIST
PRIOR TO TRANSPLANTING REGARDING TRANSPLANT METHODOLOGY
AND TIMING. TRANSPLANT TO NEW LOCATION INDICATED HEREON. ALL
WORK TO CONFORM TO INTERNATIONAL SOCIETY OF ARBORICULTURE
ANSI A300 TRANSPLANTING STANDARDS.
PLACE 3" LAYER OF BARK MULCH TOP DRESSING TO MATCH TYPICAL
LANDSCAPE PLANTERS.
D
LR
G ro up
REVISIONS
A B C D E F
A ut od es k D oc s:
//7 4-
5-
O S
P C en tra l P oi nt /7
4-
5-
_O
S P
C en tra l P oi nt
_A R
_2
2.
rv t
LANDSCAPE ARCHITECTS
295 EAST MAIN, No. 8
ASHLAND, OR 97520
541 552 1015
DLR # 74-22115-00 /
JED # 22017500
03-09-2024
C E
N
TR
A L
P O
IN
T
O
FF
IC
E
R E
N O
V A
TI
O
N
A D
D
IT
IO
N
R og ue V al ly
H w y, C en tra l P oi nt , O
R
O R
E G
O N
S
TA
TE
P
O
LI
N
TR
A
C T
#P O
-2
-0
2/ 7/
:5
7:
P M
100%
CONSTRUCTION
DOCUMENTS
Alan D. Pardee
OREGON
10/31/97
GISER
RET DE
AL NDS
AC PE CAR
HI
ET
C T
L2.2
PLANTING PLAN
SECTOR 2
0 5' 10' 20'
NORTH
PLANTING PLAN SECTOR 2
1" = 10' @ 22x34" 1
SITE KEY MAP
1" = 80' @ 22x34" 2
CCD-03
CCD-03 06-14-2024
AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text
JB
AutoCAD SHX Text P
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text S
AutoCAD SHX Text P
S
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
D
S
M at ch lin e
Matchline
34-RHAR
1-ACHO
1-ACHO 1-ACHO
3-ARUV8-ARUV
2-ARUV
12-RHAR
5-ARUV
3-LOPI
6-SPAN
2-CODA
2-CODA
3-CODA
T
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
NO
PA
RK
IN
G
NO
PARKING
X X
X
X X
X X
XXX
X
X X
X
SS
SECTOR 3
KEY NOTES - PLANTING PLAN
EXISTING LANDSCAPE AREA TO REMAIN: CONTRACTOR SHALL PROTECT
IN PLACE ALL LANDSCAPE TO REMAIN, INCLUDING TREES, SHRUBS AND
GROUNDCOVER PLANTS. DO NOT STORE OR TRANSPORT EQUIPMENT,
VEHICLES, OR MATERIALS ON OR WITHIN LANDSCAPE AREAS TO REMAIN.
PROVIDE SUPPLEMENTAL/TEMPORARY IRRIGATION AS NECESSARY TO
ENSURE PLANT SURVIVAL DURING THE CONSTRUCTION PERIOD.
TRANSPLANTING: PLANTS TO BE REMOVED TO ALLOW CONSTRUCTION
SHALL BE DUG UP AND POTTED FOR FUTURE TRANSPLANT TO NEW
LANDSCAPE AREA. PLANTS DAMAGED BY CONSTRUCTION SHALL BE
REPLACED w/ A PLANT OF SAME SIZE AND TYPE.
EXISTING TREE TO BE TRANSPLANTED: COORDINATE WITH CITY ARBORIST
PRIOR TO TRANSPLANTING REGARDING TRANSPLANT METHODOLOGY
AND TIMING. TRANSPLANT TO NEW LOCATION INDICATED HEREON. ALL
WORK TO CONFORM TO INTERNATIONAL SOCIETY OF ARBORICULTURE
ANSI A300 TRANSPLANTING STANDARDS.
PLACE 3" LAYER OF BARK MULCH TOP DRESSING TO MATCH TYPICAL
LANDSCAPE PLANTERS.
D
LR
G ro up
REVISIONS
A B C D E F
A ut od es k D oc s:
//7 4-
5-
O S
P C en tra l P oi nt /7
4-
5-
_O
S P
C en tra l P oi nt
_A R
_2
2.
rv t
LANDSCAPE ARCHITECTS
295 EAST MAIN, No. 8
ASHLAND, OR 97520
541 552 1015
DLR # 74-22115-00 /
JED # 22017500
03-09-2024
C E
N
TR
A L
P O
IN
T
O
FF
IC
E
R E
N O
V A
TI
O
N
A D
D
IT
IO
N
R og ue V al ly
H w y, C en tra l P oi nt , O
R
O R
E G
O N
S
TA
TE
P
O
LI
N
TR
A
C T
#P O
-2
-0
2/ 7/
:5
7:
P M
100%
CONSTRUCTION
DOCUMENTS
Alan D. Pardee
OREGON
10/31/97
GISER
RET DE
AL NDS
AC PE CAR
HI
ET
C T
L2.3
PLANTING PLAN
SECTOR 3
0 5' 10' 20'
NORTH
PLANTING PLAN SECTOR 3
1" = 10' @ 22x34" 1
SITE KEY MAP
1" = 80' @ 22x34" 2
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
X
X
X
X
NO
PARKING
D
D
2-HODI
RELOCATED 2.5" dbh
MEMORIAL TREEM
at ch lin e
Matchline
14-CALI
32-LOPI
34-RHAR
3-COCO
8-MAAQ
4-MANE
2-CODA
1-AMAL
11-RHAR
12-MANE
10-LOPI
5-SPAN
2-CODA
2-CODA
1-QUGA
6-LOPI
T
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
NO
PA
RK
IN
G
NO
PARKING
X X
X
X X
X X
XXX
X
X X
X
SS
W
SECTOR 4
KEY NOTES - PLANTING PLAN
EXISTING LANDSCAPE AREA TO REMAIN: CONTRACTOR SHALL PROTECT
IN PLACE ALL LANDSCAPE TO REMAIN, INCLUDING TREES, SHRUBS AND
GROUNDCOVER PLANTS. DO NOT STORE OR TRANSPORT EQUIPMENT,
VEHICLES, OR MATERIALS ON OR WITHIN LANDSCAPE AREAS TO REMAIN.
PROVIDE SUPPLEMENTAL/TEMPORARY IRRIGATION AS NECESSARY TO
ENSURE PLANT SURVIVAL DURING THE CONSTRUCTION PERIOD.
TRANSPLANTING: PLANTS TO BE REMOVED TO ALLOW CONSTRUCTION
SHALL BE DUG UP AND POTTED FOR FUTURE TRANSPLANT TO NEW
LANDSCAPE AREA. PLANTS DAMAGED BY CONSTRUCTION SHALL BE
REPLACED w/ A PLANT OF SAME SIZE AND TYPE.
EXISTING TREE TO BE TRANSPLANTED: COORDINATE WITH CITY ARBORIST
PRIOR TO TRANSPLANTING REGARDING TRANSPLANT METHODOLOGY
AND TIMING. TRANSPLANT TO NEW LOCATION INDICATED HEREON. ALL
WORK TO CONFORM TO INTERNATIONAL SOCIETY OF ARBORICULTURE
ANSI A300 TRANSPLANTING STANDARDS.
PLACE 3" LAYER OF BARK MULCH TOP DRESSING TO MATCH TYPICAL
LANDSCAPE PLANTERS.
D
LR
G ro up
REVISIONS
A B C D E F
A ut od es k D oc s:
//7 4-
5-
O S
P C en tra l P oi nt /7
4-
5-
_O
S P
C en tra l P oi nt
_A R
_2
2.
rv t
LANDSCAPE ARCHITECTS
295 EAST MAIN, No. 8
ASHLAND, OR 97520
541 552 1015
DLR # 74-22115-00 /
JED # 22017500
03-09-2024
C E
N
TR
A L
P O
IN
T
O
FF
IC
E
R E
N O
V A
TI
O
N
A D
D
IT
IO
N
R og ue V al ly
H w y, C en tra l P oi nt , O
R
O R
E G
O N
S
TA
TE
P
O
LI
N
TR
A
C T
#P O
-2
-0
2/ 7/
:5
7:
P M
100%
CONSTRUCTION
DOCUMENTS
Alan D. Pardee
OREGON
10/31/97
GISER
RET DE
AL NDS
AC PE CAR
HI
ET
C T
L2.4
PLANTING PLAN
SECTOR 4
0 5' 10' 20'
NORTH
PLANTING PLAN SECTOR 4
1" = 10' @ 22x34" 1
SITE KEY MAP
1" = 80' @ 22x34" 2
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text
JB
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
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File details come from the government source that posted it. Updated .