241003D Newsom West Site Improvements 100% CDs.pdf

PDF 12 MB Posted

Attached to
Newsom West Site Improvements
Solicitation number
DQ-2025-026-BC
Issued by
Larimer County, Colorado

View the file

Other files

File Type Posted
DQ-2025-026-BC Newsom West Site Improvements.pdf PDF
SC6.21 DBB A_2025 R1.docx DOCX document
SC6.23 DBB GC_2025.pdf PDF
SBP-6.14 Bid Bond_2025.docx DOCX document

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

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

Sheet Name

Checked By:

Drawn By:

Date:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

IT

Y

VK

CR

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

ER

ID

IA

N A

VE

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

Sheet Name

Checked By:

Drawn By:

Date:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

100% CONSTRUCTION

DOCUMENTS

06/10/2025

CLO

SE

/ O

FF

CLO

SE

/ O

FF

C

A

A

A

A

B

C

C

C

D D

F

E

C

G G

H

I I

J

K

K

K

K

K

K

K

K

K

L

L

L

M

C

C

B

O

B

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:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

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

SE

/ O

FF

CLO

SE

/ O

FF

A

B

B

C

C

C

D

0 10'20' 20' 40' N O R T H

LD101B

OVERALL DEMOLITION

PLAN - ADD ALTERNATE

Sheet

Sheet Name

Checked By:

Drawn By:

Date:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

100% CONSTRUCTION

/O F F

NEWSOM HALL

W P

IT

KI

N

ST

RE

ET

CLO

SE

/O F F

NEWSOM HALL

W P

IT

KI

N

ST

RE

ET

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

Sheet Name

Checked By:

Drawn By:

Date:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

100% CONSTRUCTION

/O F F

NEWSOM HALL

W P

IT

KI

N

ST

RE

ET

CLO

SE

/O F F

NEWSOM HALL

W P

IT

KI

N

ST

RE

ET

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:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

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

IT

KI

N

ST

RE

ET

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

Checked By:

Drawn By:

Date:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

100% CONSTRUCTION

/O F F

TURF

PAPA

PA

TURF

TURFNEWSOM HALL

W P

IT

KI

N

ST

RE

ET

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

Sheet Name

Checked By:

Drawn By:

Date:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

100% CONSTRUCTION

DOCUMENTS

ADD ALTERNATE

Sheet

Sheet Name

Checked By:

Drawn By:

Date:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

100% CONSTRUCTION

DOCUMENTS

06/10/2025

LS501

SITE DETAILS

Checked By:

Drawn By:

Date:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

100% CONSTRUCTION

DOCUMENTS

06/10/2025

LS502

SITE DETAILS

W P

IT

KI

N

ST

RE

ET

NEWSOM HALL

CLO

SE

/ O

FF

MOVE

MOVE

MOVE

A

A

A

B

B

B

C

A

A

A

D

CD

E

2"

2"

4"

4"

4"

2"

3" 3"

3"

3"

2"

2"

F

E E

S

S

SS

S S S

S

S

S

S

S

S

S

S

E

EE

E

S

S

S S

S

S

S

S

S

S

SS S

S S S

S S

S

S

S

S

S

E E

E

SS

S S

S

SS

S

Sheet

Sheet Name

Checked By:

Drawn By:

Date:

REV. COMMENT DATE

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

IT

Y

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/

Checked By:

Drawn By:

Date:

REV. COMMENT DATE

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

IT

Y

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

W P

IT

KI

N

ST

RE

ET

NEWSOM HALL

CLO

SE

/O F F

E

EE

E

E E

E E 2"

2"

2"

4"

4"

4"

2"3"3"

3"

1"

NEWSOM HALL

E

NOTE: IRRIGATION CONTROLLER LOCATED

AT ELLIS HALL (OFF THIS SHEET)

Sheet

Sheet Name

Checked By:

Drawn By:

Date:

REV. COMMENT DATE

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

IT

Y

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

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

IT

Y

05/27/2025

JHK

CBK

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'

CLO

SE

/O F F

NEWSOM HALL

W P

IT

KI

N

ST

RE

ET

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

Sheet Name

Checked By:

Drawn By:

Date:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

100% CONSTRUCTION

/O F F

NEWSOM HALL

W P

IT

KI

N

ST

RE

ET

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

Sheet Name

Checked By:

Drawn By:

Date:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

100% CONSTRUCTION

Scale: N.T.S.

Sheet Name

Checked By:

Drawn By:

Date:

NE

W

SO

M

HA

LL

W

ES

T

SI

TE

IM

PR

OV

EM

EN

TS

CO

LO

RA

DO

S

TA

TE

U

NI

VE

RS

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 .