241003D Newsom West Site Improvements 100% CDs.pdf
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- Newsom West Site Improvements
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- DQ-2025-026-BC
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- Larimer County, Colorado
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Text version
G001
COVER SHEET
RVi Planning Landscape Architecture Fort Collins, CO Craig Russell, Principal in Charge crussell@rviplanning.com 970.631.2072 Violet Kennedy, Designer vkennedy@rviplanning.com
Aqua Engineering Irrigation Engineer Fort Collins, CO Jason Klausner jason@aquaengineering.com
GENERAL
G001 - COVER SHEET
G002 - GENERAL SITE NOTES
SITE
LD101 - OVERALL LANDSCAPE DEMO PLAN
LD101B- LANDSCAPE DEMO PLAN - ADD ALT
LG101 - OVERALL GRADING PLAN
LG101B - OVERALL GRADING PLAN - ADD ALT
LS101 - OVERALL SITE PLAN
LS101B - OVERALL SITE PLAN - ADD ALT
LS501 - SITE DETAILS
LS502 - SITE DETAILS
Sheet
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Date:
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100% CONSTRUCTION
DOCUMENTS
06/10/2025
IRRIGATION
L4.00 - IRRIGATION DEMOLITION PLAN
L4.01 - IRRIGATION COVER SHEET
L4.02 - IRRIGATION PLAN
L4.03 - IRRIGATION DETAILS
LANDSCAPE
LP101 - OVERALL LANDSCAPE PLAN
LP101B - OVERALL LANDSCAPE PLAN - ADD ALT
LP501 - LANDSCAPE DETAILS
700 W PITKIN ST, FORT COLLINS, CO 80521 - COLORADO STATE UNIVERSITY
CONTEXT PLAN
100% CONSTRUCTION DOCUMENTS
DESIGN TEAM
NEWSOM HALL WEST SITE IMPROVEMENTS
CANVAS STADIUM
LIST OF DRAWINGS
W PITKIN STREET
ACADEMIC VILLAGE NEWSOM HALL
HUGHES WAY
M
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ID
IA
N A
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BRAIDEN HALL
LANDSCAPE NOTES:
1. ALL WORK SHALL CONFORM TO LOCAL CITY CODES. ALL LANDSCAPING AND
PLANTS TO BE LOCATED NOT TO INTERFERE WITH EXISTING OR
PROPOSED UTILITIES. CONTRACTOR SHALL VERIFY LOCATION OF ALL
UNDERGROUND UTILITIES, LINES AND STRUCTURES PRIOR TO
EXCAVATION OR TRENCHING. DAMAGE TO THESE UTILITIES SHALL BE
REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER OR
LANDSCAPE ARCHITECT.
2. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AAN (AMERICAN
ASSOCIATION OF NURSERYMEN) SPECIFICATIONS FOR NUMBER ONE
GRADE.
3. PLANT QUANTITIES SHOWN FOR INFORMATION PURPOSES ONLY,
CONTRACTOR TO VERIFY ALL QUANTITIES.
4. ALL TREE AND SHRUB LOCATIONS SHALL BE STAKED BY CONTRACTOR AND
APPROVED BY LANDSCAPE ARCHITECT.
5. PLANT SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT APPROVAL FROM
LANDSCAPE ARCHITECT.
6. PLANTS SHALL BE INSTALLED IMMEDIATELY UPON DELIVERY TO SITE, IF
THIS IS NOT POSSIBLE, PLANTS SHALL BE HEELED IN AND WATERED TO
PREVENT DEHYDRATION.
7. 6" SOIL MIX CONSISTING OF 20% ORGANIC COMPOST, 20% ORGANIC PEAT &
60% TOPSOIL SHALL BE TILLED IN TO ALL SHRUB BEDS. 4" OF SAME SHALL
BE TILLED INTO ALL SEEDED AREAS.
LANDSCAPE LEGEND:
LIMIT OF WORK (BASE BID)
3" DEPTH HAGEMAN'S NATURAL CHOICE MULCH
6"-10" REPURPOSED
COBBLE FROM EXISTING BIKE PATH DRAINAGE
(REMOVE, CLEAN & STOCKPILE BEFORE INSTALL)
IRRIGATED SOD -(SHADE TOLERANT)
TURF MASTER '90/10 FESCUE BLEND'
MULCH RING WITHIN SOD AREA,
GORILLA HAIR ORGANIC MULCH
PBSI SHADY LAWN SEED MIX - OVERSEED
ON EXISTING TURF
ADD ALTERNATE LANDSCAPE LEGEND:
LIMIT OF WORK (ADD ALT)
6"-10" COBBLE - TO MATCH EXISTING
EXISTING TREE - PROTECT IN
PLACE
IRRIGATED SOD
(SHADE TOLERANT)
TURF MASTER '90/10 FESCUE BLEND'
GRADING LEGEND:
EXISTING CONTOUR
MEET AND MATCH GRADE
GRADING NOTES:
1. GRADING AROUND EXISTING AND PROTECTED
TREES TO BE DONE IN MANNER TO PROVIDE THE
MOST PROTECTION TO EXISTING ROOTS AND DRIP
LINE OF TREE.
2. ALL SIDEWALK GRADES TO BE A MINIMUM OF 1%
AND MAXIMUM OF 5% WITH A CROSS SLOPE OF 2%.
3. NOTIFY OWNER UTILITIES PRIOR TO CONNECTING
TO ALL STORM DRAINS.
LIMIT OF WORK (BASE BID)
6" CONCRETE - PARKING
SLAB (STD. GRAY)
SITE LEGEND:
LIMIT OF WORK (BASE BID)
6" COLOR CONCRETE - FIRE
LANE INFILL COLOR TO MATCH
EXISTING CSU STD. ON SITE
8" MINUS COMPACTED
GRAVEL
18 EXISTING CSU STD BIKE
RACKS (CAPACITY 216)
- RE: SITE DETAILS & DEMO
PLAN FOR RELOCATION
INFORMATION
SITE NOTES:
1. CAD FILES AVAILABLE FROM LANDSCAPE ARCHITECT FOR CONSTRUCTION
SURVEY PURPOSES.
2. ALL SHRUB BED EDGES TO BE LAID OUT WITH SMOOTH CURVES TANGENT
TO EACH OTHER.
3. BOULDER SEATWALLS TO BE SET PRIOR TO POURING CONCRETE.
SEATWALLS TO FUNCTION AS FORMS-REFER TO DETAILS.
4. ALL CONCRETE PAVEMENT JOINTS TO BE SAWCUT AS INDICATED ON
PLANS.
5. ALL BOULDER SIZES ARE GENERAL, DUE TO NATURAL APPEARANCE.
6" CONCRETE - PEDESTRIAN
SIDEWALK (STD. GRAY)
3'x2'x2' 1
4'x2'x2' 3
6'x2'x2' 4
BOULDER SCHEDULE
SYM SIZE (LXWXH) QTY
EXISTING TREE - PROTECT IN
PLACE
ADD ALTERNATE SITE LEGEND:
LIMIT OF WORK (ADD ALT)
3'x2'x2' 1
4'x2'x2' 3
6'x2'x2' 3
ADD ALTERNATE BOULDER SCHEDULE
SYM SIZE (LXWXH) QTY
LIMIT OF WORK (ADD ALT)
Common Name Scientific Name % MIX
Creeping Red Fescue Festuca rubra 0.350
Chewings Fescue Festuca rubra ssp. 0.350 'commutata'
Hard Fescue Festuca ovina 0.200
Kentucky Bluegrass Poa pratensis 0.100
Mechanical Broadcast Rate: 5-7 LBS /1,000 SF
SHADY LAWN SEED MIX
8" MINUS COMPACTED
GRAVEL
6" CONCRETE - PEDESTRIAN
SIDEWALK (STD. GRAY)
LANDSCAPE SCHEDULE
QTY. SYM. BOTANIC NAME COMMON NAME SIZE HT. SPREAD
EVERGREEN TREES
4 PICEA MUGO BIG TUNA MUGO PINE 1.5" CAL. 12-15' 10-12'
'BIG TUNA'
5 PICEA PUNGENS MONTGOMERY BLUE 1.5" CAL. 10-15' 8-12'
'MONTGOMERY' SPRUCE
DECIDUOUS SHRUBS
10 BARBERIS COLUMNARIS ORANGE ROCKET
'ORANGE ROCKET' COLUMNAR BARBERRY 5 GAL. 4' 2'
5 RHUS TRILOBATA AUTUMN AMBER SUMAC 5 GAL. 10-14" 6-8'
'AUTUMN AMBER'
EVERGREEN SHRUBS
5 EPHEDRA EQUISETINA BLUE STEM JOINT FIR 5 GAL. 4-5' 6-8'
9 PINUS MONOPHYLLA BLUE JAZZ PINYON PINE 5 GAL. 2.5' 2.5'
'BLUE JAZZ'
ORNAMENTAL GRASSES
18 PANICUM VIRGATUM SHENANDOAH SWITCHGRASS 1 GAL. 3' 3'
'SHENANDOAH'
GENERAL NOTES
G002 Sheet
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DOCUMENTS
06/10/2025
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DEMOLITION KEY:
SAWCUT EXISTING PAVEMENT (ENTIRE PERIMETER OF PROJECT LIMITS)
CLEAR & GRUB
REMOVE & DISPOSE OF CONCRETE PAVEMENT OR SIDEWALK
REMOVE & DISPOSE OF CONCRETE PAVERS & GRAVEL (BIKE PARKING)
REMOVE & DISPOSE OF DRAINAGE COBBLE
REMOVE, CLEAN & STOCKPILE EXISTING 6"-10" COBBLE (RE: LANDSCAPE PLAN FOR RELOCATION LAYOUT) REMOVE, SALVAGE & STOCKPILE EXISTING BIKE RACKS (RE: SITE PLAN FOR RELOCATION CONDITION)
REMOVE LIGHT POLE, SALVAGE & STORE EXISTING LIGHT FIXTURE
REMOVE BOLLARD/POLE AND FOOTING
REMOVE EXISTING WALL & CONDENSERS
PROTECT EXISTING TREES
PROTECT EXISTING LIGHTPOLE/HYDRANT IN PLACE
PROTECT EXISTING DRAINAGE GRATE IN PLACE
REFER TO IRRIGATION FOR IRR DEMO INFORMATION
A B C D E F G H I J K L M O
DEMOLITION KEY (ADD ALT):
DEMOLITION LEGEND:
EXISTING TREE(S)
REMOVE EXISTING TREE
TREE PROTECTION FENCE-SEE DETAIL (THIS SHEET)
PAVEMENT SAWCUT
CONSTRUCTION LIMITS - BASE BID
(OR AS DEFINED IN FIELD)
REMOVE EXISTING CONCRETE PAVEMENT
OR SIDEWALK
CLEAR & GRUB
REMOVE & DISPOSE OF DRAINAGE COBBLE - RE: KEY
REMOVE & DISPOSE OF CONCRETE PAVER & GRAVEL
DEMOLITION NOTES:
1. SEE IRRIGATION RELOCATION PLAN FOR ALL IRRIGATION
DEMOLITIONS AND/OR RELOCATIONS.
2. THE DEMOLITION LIMITS SHOWN ON THIS DRAWING ARE
APPROXIMATE AND ARE FOR REFERENCE ONLY.
3. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES
THAT ARE NOT TO BE REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,
ADJACENT BUILDINGS, FOUNDATIONS, PARKING AREAS AND
ABOVE GROUND OR UNDERGROUND UTILITIES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT
SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE
FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
4. THE EXISTING INLETS SHOWN ON THIS DRAWING TO BE
PROTECTED SHALL REMAIN IN SERVICE DURING THE DEMOLITION
AND CONSTRUCTION OF THIS PROJECT. IF IT IS DETERMINED
THAT IT IS NOT FEASIBLE TO PROTECT THESE INLETS WITHOUT
DAMAGE DURING THE CONSTRUCTION PROCESS THE
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
BEGINNING DEMOLITION.
5. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE
NEAREST JOINT.
6. ALL TREES MARKED AS PROTECT ARE TO REMAIN. USE TREE
PROTECTION PER UNIVERSITY STANDARDS.
7. THE CONTRACTOR SHALL PROTECT ALL ELECTRIC
TRANSFORMERS ON OR IMMEDIATELY ADJACENT TO THE JOBSITE
THAT ARE DECORATED, PAINTED OR CONTAIN ARTWORK. SEE
SPECS FOR PROTECTION REQUIREMENTS.
0 10'20' 20' 40' N O R T H
LD101
OVERALL DEMOLITION
PLAN
Sheet
Sheet Name
Checked By:
Drawn By:
Date:
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100% CONSTRUCTION
DEMOLITION KEY (ADD ALT):
CLEAR & GRUB
REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK
PROTECT EXISTING TREE
REFER TO IRRIGATION FOR IRR DEMO INFORMATION
A B C D
DEMOLITION LEGEND (ADD ALTERNATE):
EXISTING TREE(S)
REMOVE EXISTING TREE
TREE PROTECTION FENCE-SEE DETAIL (THIS SHEET)
PAVEMENT SAWCUT
CONSTRUCTION LIMITS - ADD ALT
(OR AS DEFINED IN FIELD)
REMOVE EXISTING CONCRETE PAVEMENT
OR SIDEWALK
CLEAR & GRUB
DEMOLITION NOTES:
1. SEE IRRIGATION RELOCATION PLAN FOR ALL IRRIGATION
DEMOLITIONS AND/OR RELOCATIONS.
2. THE DEMOLITION LIMITS SHOWN ON THIS DRAWING ARE
APPROXIMATE AND ARE FOR REFERENCE ONLY.
3. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES
THAT ARE NOT TO BE REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,
ADJACENT BUILDINGS, FOUNDATIONS, PARKING AREAS AND
ABOVE GROUND OR UNDERGROUND UTILITIES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT
SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE
FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
4. THE EXISTING INLETS SHOWN ON THIS DRAWING TO BE
PROTECTED SHALL REMAIN IN SERVICE DURING THE DEMOLITION
AND CONSTRUCTION OF THIS PROJECT. IF IT IS DETERMINED
THAT IT IS NOT FEASIBLE TO PROTECT THESE INLETS WITHOUT
DAMAGE DURING THE CONSTRUCTION PROCESS THE
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
BEGINNING DEMOLITION.
5. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE
NEAREST JOINT.
6. ALL TREES MARKED AS PROTECT ARE TO REMAIN. USE TREE
PROTECTION PER UNIVERSITY STANDARDS.
7. THE CONTRACTOR SHALL PROTECT ALL ELECTRIC
TRANSFORMERS ON OR IMMEDIATELY ADJACENT TO THE JOBSITE
THAT ARE DECORATED, PAINTED OR CONTAIN ARTWORK. SEE
SPECS FOR PROTECTION REQUIREMENTS.
CLO
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C
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0 10'20' 20' 40' N O R T H
LD101B
OVERALL DEMOLITION
PLAN - ADD ALTERNATE
Sheet
Sheet Name
Checked By:
Drawn By:
Date:
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100% CONSTRUCTION
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NEWSOM HALL
W P
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5% M
AX
5% M
AX
2% MAX
2% MAX
2% MAX
REGRADE AS
APPROPRIATE
ADJACENT TO
EXISTING DRAINAGE
GRATE
MEET & MATCH
EXISTING
GRADE, TYP.
2% MAX
2% MAX
5% M
AX
GRADING LEGEND:
EXISTING CONTOUR
MEET AND MATCH GRADE
GRADING NOTES:
1. GRADING AROUND EXISTING AND PROTECTED
TREES TO BE DONE IN MANNER TO PROVIDE THE
MOST PROTECTION TO EXISTING ROOTS AND DRIP
LINE OF TREE.
2. ALL SIDEWALK GRADES TO BE A MINIMUM OF 1%
AND MAXIMUM OF 5% WITH A CROSS SLOPE OF 2%.
3. NOTIFY OWNER UTILITIES PRIOR TO CONNECTING
TO ALL STORM DRAINS.
LIMIT OF WORK (BASE BID)
GRADING NOTES:
1.
2.
3.
0 10'20' 20' 40' N O R T H
LG101
OVERALL GRADING
PLAN
Sheet
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Date:
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100% CONSTRUCTION
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NEWSOM HALL
W P
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5% M
AX
MEET & MATCH
EXISTING
GRADE, TYP.
5% M
AX
GRADING LEGEND (ADD ALT):
EXISTING CONTOUR
MEET AND MATCH GRADE
LIMIT OF WORK (ADD ALT)
GRADING NOTES:
1. GRADING AROUND EXISTING AND PROTECTED
TREES TO BE DONE IN MANNER TO PROVIDE THE
MOST PROTECTION TO EXISTING ROOTS AND DRIP
LINE OF TREE.
2. ALL SIDEWALK GRADES TO BE A MINIMUM OF 1%
AND MAXIMUM OF 5% WITH A CROSS SLOPE OF 2%.
3. NOTIFY OWNER UTILITIES PRIOR TO CONNECTING
TO ALL STORM DRAINS.
0 10'20' 20' 40' N O R T H
LG101B
OVERALL GRADING
PLAN - ADD ALTERNATE
Sheet
Sheet Name
Checked By:
Drawn By:
Date:
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100% CONSTRUCTION
/O F F
TURF
PAPA
PA
12'-0"
MIN
6'-0"
MIN
48'-0"
6'-0"
68'-0"
9'- 6"
8'-0"
TURF
TURF
5'-0" MIN
FROM
ADA RAIL
8'-0"
6'-4" 8'-0"
NEWSOM HALL
W P
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PA
PA
CONNECTION
PAVEMENT
CONCRETE
LS501
C
PEDESTRIAN SIDEWALK
CONCRETE PAVEMENT -
LS501
A
PAVEMENT
GRAVEL
COMPACTED
LS501
E
FOUNDATION
JOINT AT BUILDING
CONCRETE
LS501
D
FOUNDATION
JOINT AT BUILDING
CONCRETE
LS501
D
BOULDER
LANDSCAPE
LS501
F
232'-10"
COLOR CONCRETE TO
MATCH EXISTING
UNIVERSITY STD.
PROTECT EXISTING
LIGHTPOLE IN PLACE
PROTECT EXISTING (3)
SHADE TREES IN PLACE
38" MINUS COMPACTED
GRAVEL BIKE PARKING
NATURAL EDGE
COMPACTED GRAVEL
PATH, GRADE FLUSH
TO EXISTING
CONCRETE LANDING
SLAB
PROTECT EXISTING
(5) PINES IN PLACE
PROTECT EXISTING
(5) ORNAMENTAL
TREES IN PLACE
PROTECT EXISTING
LIGHT IN PLACE
PROTECT EXISTING
GRATE IN PLACE
38" MINUS
COMPACTED
GRAVEL BIKE
PARKING
PROTECT EXISTING
HYDRANT IN PLACE
LAYOUT
FOOTING &
BIKE RACK
LS502
A
6'-0"MIN
FIRE LANE INFILL
CONCRETE PAVEMENT -
LS501
A
PARKING SLAB
CONCRETE PAVEMENT -
LS501
A
PAVEMENT JOINTS
CONCRETE
LS501
B
8'- 0"
4'-0"
8'-0" TYP.
6" CONCRETE - PARKING SLAB
STD. GRAY (RE: LS501 A)
SITE LEGEND:
LIMIT OF WORK (BASE BID)
6" COLOR CONCRETE - FIRE LANE INFILL
COLOR TO MATCH EXISTING CSU STD.
(RE: LS501 A)
8" MINUS COMPACTED
GRAVEL
18 EXISTING CSU STD BIKE
RACKS (CAPACITY 216)
- RE: SITE DETAILS & DEMO
PLAN FOR RELOCATION
INFORMATION
SITE NOTES:
1. CAD FILES AVAILABLE FROM LANDSCAPE ARCHITECT FOR CONSTRUCTION
SURVEY PURPOSES.
2. ALL SHRUB BED EDGES TO BE LAID OUT WITH SMOOTH CURVES TANGENT
TO EACH OTHER.
3. BOULDER SEATWALLS TO BE SET PRIOR TO POURING CONCRETE.
SEATWALLS TO FUNCTION AS FORMS-REFER TO DETAILS.
4. ALL CONCRETE PAVEMENT JOINTS TO BE SAWCUT AS INDICATED ON
PLANS.
5. ALL BOULDER SIZES ARE GENERAL, DUE TO NATURAL APPEARANCE.
6" CONCRETE - PEDESTRIAN SIDEWALK
STD. GRAY (RE: LS501 A)
3'x2'x2' 1
4'x2'x2' 3
6'x2'x2' 4
BOULDER SCHEDULE
SYM SIZE (LXWXH) QTY
1EXISTING TREE - PROTECT IN
PLACE
0 10'20' 20' 40' N O R T H
LS101
OVERALL SITE PLAN
Sheet
Sheet Name
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/O F F
TURF
PAPA
PA
TURF
TURFNEWSOM HALL
W P
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KI
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ST
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PA
PA
NATURAL EDGE
COMPACTED GRAVEL
PATH, GRADE FLUSH
TO EXISTING
CONCRETE LANDING
SLAB
PROTECT
EXISTING
SHRUB IN
PLACE
PROTECT EXISTING
(3) SHADE TREES IN
PLACE
LANDSCAPE
BOULDER,
TYP.
FOUNDATION
JOINT AT BUILDING
CONCRETE
LS501
D
FOUNDATION
JOINT AT BUILDING
CONCRETE
LS501
D
PAVEMENT
GRAVEL
COMPACTED
LS501
E
BOULDER
LANDSCAPE
LS501
F
CONNECTION
PAVEMENT
CONCRETE
LS501
C
PAVEMENT
CONCRETE
LS501
A
PAVEMENT JOINTS
CONCRETE
LS501
B
ADD ALTERNATE SITE LEGEND:
LIMIT OF WORK (ADD ALT)
3'x2'x2' 1
4'x2'x2' 3
6'x2'x2' 3
ADD ALTERNATE BOULDER SCHEDULE
SYM SIZE (LXWXH) QTY
EXISTING TREE - PROTECT IN
PLACE
SITE NOTES:
1. CAD FILES AVAILABLE FROM LANDSCAPE ARCHITECT FOR CONSTRUCTION
SURVEY PURPOSES.
2. ALL SHRUB BED EDGES TO BE LAID OUT WITH SMOOTH CURVES TANGENT
TO EACH OTHER.
3. BOULDER SEATWALLS TO BE SET PRIOR TO POURING CONCRETE.
SEATWALLS TO FUNCTION AS FORMS-REFER TO DETAILS.
4. ALL CONCRETE PAVEMENT JOINTS TO BE SAWCUT AS INDICATED ON
PLANS.
5. ALL BOULDER SIZES ARE GENERAL, DUE TO NATURAL APPEARANCE.
6" CONCRETE - PEDESTRIAN SIDEWALK
STD. GRAY (RE: LS501 A)
8" MINUS COMPACTED
GRAVEL
0 10'20' 20' 40' N O R T H
LS101B
OVERALL SITE PLAN -
Sheet
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100% CONSTRUCTION
DOCUMENTS
ADD ALTERNATE
Sheet
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Checked By:
Drawn By:
Date:
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100% CONSTRUCTION
DOCUMENTS
06/10/2025
LS501
SITE DETAILS
Checked By:
Drawn By:
Date:
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100% CONSTRUCTION
DOCUMENTS
06/10/2025
LS502
SITE DETAILS
W P
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NEWSOM HALL
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MOVE
MOVE
MOVE
A
A
A
B
B
B
C
A
A
A
D
CD
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3" 3"
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05/27/2025
JHK
CBK
100% CONSTRUCTION
DOCUMENTS
L4.00300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com
IRRIGATION
DEMOLITION PLAN
DEMOLITION LEGEND
E
S
DEMOLITION FLAG NOTES
A
B
C
D
E
F
0' 20'10' 40' 60'
1"=20' https://www.aquaengineering.com/
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REV. COMMENT DATE
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05/27/2025
JHK
CBK
100% CONSTRUCTION
DOCUMENTS
L4.01300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com
IRRIGATION COVER
SHEET
IRRIGATION LEGEND
1"
E
FLAG NOTES
GENERAL DESCRIPTION
GENERAL NOTES
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2"
2"
4"
4"
4"
2"3"3"
3"
1"
NEWSOM HALL
E
NOTE: IRRIGATION CONTROLLER LOCATED
AT ELLIS HALL (OFF THIS SHEET)
Sheet
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05/27/2025
JHK
CBK
100% CONSTRUCTION
DOCUMENTS
L4.02300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com
IRRIGATION PLAN
0' 20'10' 40' 60'
1"=20'
IRRIGATION LEGEND
1"
E
FLAG NOTES
Checked By:
Drawn By:
Date:
REV. COMMENT DATE
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JHK
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100% CONSTRUCTION
DOCUMENTS
L4.03300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com
IRRIGATION DETAILS
1 POP-UP SPRAY SPRINKLER
ASSEMBLY N.T.S.
NOTE:
1. SWING PIPE TO BE CONNECTED TO THE BOTTOM INLET OF THE SPRINKLER BODY.
A
A. FINISH GRADE
B. POP-UP SPRAY SPRINKLER
C. 1/2-INCH MALE NPT X 0.490-INCH BARB ELBOW
D. PVC LATERAL PIPE
E. SCH. 40 PVC TEE OR ELBOW
F. SWING PIPE
B
C
D
E
F
2 SLEEVE
DETAIL N.T.S. 3 TRENCH
DETAIL N.T.S.
14" DEPTH FOR 6" OR LESS POP-UP HEIGHT SPRINKLERS
20" DEPTH FOR 12" POP-UP HEIGHT SPRINKLERS
24" DEPTH FOR 4" AND SMALLER MAINLINE
30" DEPTH FOR 6" AND LARGER MAINLINE
NOTE:
1. REFER TO IRRIGATION SPECIFICATION FOR EXCEPTIONS TO
ABOVE NOTED DEPTHS.
A
B
C
D
E
F
G
A. TRACEABLE MARKING TAPE
B. FINISH GRADE
C. BACKFILL
D. LATERAL PIPE
E. CONTROL WIRE BUNDLE
F. TRACING WIRE
G. MAINLINE
12" MINIMUM
SLEEVE TABLE
MAINLINE PIPE
SIZE (INCHES)
SLEEVE SIZE
(INCHES)
3" 6"
SLEEVE
MATERIAL
CL200 PVC
NOTES:
1. MINIMUM SLEEVE SIZE FOR LATERAL PIPES: TWICE THE DIAMETER OF THE LATERAL PIPE UNLESS OTHERWISE
INDICATED.
2. MINIMUM SLEEVE SIZE FOR IRRIGATION WIRING (LOW VOLTAGE): 4-INCH
3. SLEEVE SIZES SHOWN IN ABOVE TABLE ARE MINIMUM RECOMMENDED SIZES. INSTALL SLEEVE SIZES AS
NECESSARY TO ACCOMMODATE RESTRAINED CASING SPACERS.
4. INSTALL SLEEVE SO THAT ITS LOWEST ELEVATION OCCURS AT ONE OR BOTH ENDS - NOT ALONG ITS LENGTH.
5. SLEEVE SIZE INDICATED IS AN ESTIMATE TO ACCOUNT FOR JOINT RESTRAINTS. IF MAINLINE JOINT DOES NOT
OCCUR WITHIN SLEEVE THEN SIZE SLEEVE 2X MAINLINE SIZE.
6. NO SLEEVING REQUIRED FOR HDPE MAINLINE PIPE UNLESS DIRECTED BY OWNER'S REPRESENTATIVE.
NOTES
SOLVENT WELD MAINLINE W/IN SLEEVE
A
B
C
D
A. FINISHED GRADE OF PAVED SURFACE/SOFTSCAPE
B. SLEEVE FOR LATERAL PIPE
C. SLEEVE FOR MAINLINE PIPE
D. SLEEVE FOR WIRING
LANDSCAPE SCHEDULE
QTY. SYM. BOTANIC NAME COMMON NAME SIZE HT. SPREAD
EVERGREEN TREES
4 PICEA MUGO BIG TUNA MUGO PINE 1.5" CAL. 12-15' 10-12'
'BIG TUNA'
5 PICEA PUNGENS MONTGOMERY BLUE 1.5" CAL. 10-15' 8-12'
'MONTGOMERY' SPRUCE
DECIDUOUS SHRUBS
10 BARBERIS COLUMNARIS ORANGE ROCKET
'ORANGE ROCKET' COLUMNAR BARBERRY 5 GAL. 4' 2'
5 RHUS TRILOBATA AUTUMN AMBER SUMAC 5 GAL. 10-14" 6-8'
'AUTUMN AMBER'
EVERGREEN SHRUBS
5 EPHEDRA EQUISETINA BLUE STEM JOINT FIR 5 GAL. 4-5' 6-8'
9 PINUS MONOPHYLLA BLUE JAZZ PINYON PINE 5 GAL. 2.5' 2.5'
'BLUE JAZZ'
ORNAMENTAL GRASSES
18 PANICUM VIRGATUM SHENANDOAH SWITCHGRASS 1 GAL. 3' 3'
'SHENANDOAH'
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6"-10" NON-IRRIGATED COBBLE
BED. RE: LANDSCAPE LEGEND
6"-10" NON-IRRIGATED COBBLE
BED. RE: LANDSCAPE LEGEND
SOD REPLACEMENT AS
APPROPRIATE IN CONCRETE
REMOVAL EXTENTS,TYP.
SOD REPLACEMENT AS
APPROPRIATE IN CONCRETE
REMOVAL EXTENTS,TYP.
MULCH REPAIR AS APPROPRIATE IN
CONCRETE REMOVAL EXTENTS
UNDER EXISTING PINE CLUSTER
6' DIAMETER
MULCH RING, TYP.
6' DIAMETER
MULCH RING, TYP.
RE: SITE PLAN FOR
BOULDER SCHEDULE
LAWN REPAIR - AERATE, TOP
DRESS WITH CLASS 1 COMPOST &
OVERSEED WITH PBSI MIX RE:
LANDSCAPE SCHEDULE
SOD REPLACEMENT AS
APPROPRIATE IN CONCRETE
REMOVAL EXTENTS,TYP.
LANDSCAPE NOTES:
1. ALL WORK SHALL CONFORM TO LOCAL CITY CODES. ALL LANDSCAPING AND PLANTS TO BE LOCATED NOT TO
INTERFERE WITH EXISTING OR PROPOSED UTILITIES. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES, LINES AND STRUCTURES PRIOR TO EXCAVATION OR TRENCHING. DAMAGE TO THESE UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER OR LANDSCAPE ARCHITECT.
2. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AAN (AMERICAN ASSOCIATION OF NURSERYMEN)
SPECIFICATIONS FOR NUMBER ONE GRADE.
3. PLANT QUANTITIES SHOWN FOR INFORMATION PURPOSES ONLY, CONTRACTOR TO VERIFY ALL QUANTITIES.
4. ALL TREE AND SHRUB LOCATIONS SHALL BE STAKED BY CONTRACTOR AND APPROVED BY LANDSCAPE
ARCHITECT.
5. PLANT SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT APPROVAL FROM LANDSCAPE ARCHITECT.
6. PLANTS SHALL BE INSTALLED IMMEDIATELY UPON DELIVERY TO SITE, IF THIS IS NOT POSSIBLE, PLANTS SHALL BE
HEELED IN AND WATERED TO PREVENT DEHYDRATION.
7. 6" SOIL MIX CONSISTING OF 20% ORGANIC COMPOST, 20% ORGANIC PEAT & 60% TOPSOIL SHALL BE TILLED IN TO
ALL SHRUB BEDS. 4" OF SAME SHALL BE TILLED INTO ALL SEEDED AREAS.
LANDSCAPE LEGEND:
LIMIT OF WORK (BASE BID)
3" DEPTH HAGEMAN'S NATURAL CHOICE MULCH
6"-10" REPURPOSED
COBBLE FROM EXISTING BIKE PATH DRAINAGE
(REMOVE, CLEAN & STOCKPILE BEFORE INSTALL)
EXISTING TREE - PROTECT IN
PLACE
IRRIGATED SOD (SHADE TOLERANT)
TURF MASTER '90/10 FESCUE BLEND'
MULCH RING WITHIN SOD AREA,
GORILLA HAIR ORGANIC MULCH
PBSI 'SHADY LAWN' SEED MIX - OVERSEED
ON EXISTING TURF
SHADY LAWN SEED MIX
Common Name Scientific Name % MIX
Creeping Red Fescue Festuca rubra 0.350
Chewings Fescue Festuca rubra ssp. 0.350 'commutata'
Hard Fescue Festuca ovina 0.200
Kentucky Bluegrass Poa pratensis 0.100
Mechanical Broadcast Rate: 5-7 LBS /1,000 SF
0 10'20' 20' 40' N O R T H
LP101
OVERALL
LANDSCAPE PLAN
Sheet
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100% CONSTRUCTION
/O F F
NEWSOM HALL
W P
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SOD REPLACEMENT AS
APPROPRIATE IN
CONCRETE REMOVAL
EXTENTS,TYP.
RE: SITE PLAN FOR
BOULDER SCHEDULE
6"-10" NON-IRRIGATED COBBLE
BED. RE: LANDSCAPE LEGEND
ADD ALTERNATE LANDSCAPE LEGEND:
LIMIT OF WORK (ADD ALT)
6"-10" COBBLE - TO MATCH EXISTING
EXISTING TREE - PROTECT IN
PLACE
LANDSCAPE NOTES:
1. ALL WORK SHALL CONFORM TO LOCAL CITY CODES. ALL LANDSCAPING AND PLANTS TO BE LOCATED NOT TO
INTERFERE WITH EXISTING OR PROPOSED UTILITIES. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES, LINES AND STRUCTURES PRIOR TO EXCAVATION OR TRENCHING. DAMAGE TO THESE UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER OR LANDSCAPE ARCHITECT.
2. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AAN (AMERICAN ASSOCIATION OF NURSERYMEN)
SPECIFICATIONS FOR NUMBER ONE GRADE.
3. PLANT QUANTITIES SHOWN FOR INFORMATION PURPOSES ONLY, CONTRACTOR TO VERIFY ALL QUANTITIES.
4. ALL TREE AND SHRUB LOCATIONS SHALL BE STAKED BY CONTRACTOR AND APPROVED BY LANDSCAPE
ARCHITECT.
5. PLANT SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT APPROVAL FROM LANDSCAPE ARCHITECT.
6. PLANTS SHALL BE INSTALLED IMMEDIATELY UPON DELIVERY TO SITE, IF THIS IS NOT POSSIBLE, PLANTS SHALL BE
HEELED IN AND WATERED TO PREVENT DEHYDRATION.
7. 6" SOIL MIX CONSISTING OF 20% ORGANIC COMPOST, 20% ORGANIC PEAT & 60% TOPSOIL SHALL BE TILLED IN TO
ALL SHRUB BEDS. 4" OF SAME SHALL BE TILLED INTO ALL SEEDED AREAS.
IRRIGATED SOD (SHADE TOLERANT)
TURF MASTER '90/10 FESCUE BLEND'
SHADY LAWN SEED MIX
Common Name Scientific Name % MIX
Creeping Red Fescue Festuca rubra 0.350
Chewings Fescue Festuca rubra ssp. 0.350 'commutata'
Hard Fescue Festuca ovina 0.200
Kentucky Bluegrass Poa pratensis 0.100
Mechanical Broadcast Rate: 5-7 LBS /1,000 SF
0 10'20' 20' 40' N O R T H
LP101B
OVERALL
LANDSCAPE PLAN -
ADD ALTERNATE
Sheet
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100% CONSTRUCTION
Scale: N.T.S.
Sheet Name
Checked By:
Drawn By:
Date:
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100% CONSTRUCTION
DOCUMENTS
06/10/2025
LP501
LANDSCAPE DETAILS
| G000s-G001 |
| G001 |
| G000s-G002 |
| G002 |
| LD100s-LD101 |
| LD101 |
| LD100s-LD101B |
| LD101B |
| LG100s-LG101 |
| LG101 |
| LG100s-LG101B |
| LG101B |
| LS100s-LS101 |
| LS101 |
| LS100s-LS101B |
| LS101B |
| DETAILS-LS501 |
| LS501 |
| DETAILS-LS502 |
| LS502 |
| Newsom Irrigation Plans |
| LP100s-LP101 |
| LP101 |
| LP100s-LP101B |
| LP101B |
| DETAILS-LP501 |
| LP501 |
File details come from the government source that posted it. Updated .