236023C ROCKWELL HALL COURTYARD RENOVATION 03-13-25.pdf

PDF 26 MB Posted Apr 9, 2025

Attached to: Rockwell Hall Courtyard Remodel Landscaping
Solicitation number: DQ-2025-017-BC
Issued by: Larimer County, Colorado

About this file

Written by GovTribe AI · Apr 10, 2025

The document is a comprehensive set of architectural and landscape design plans for the Rockwell Hall Courtyard Renovation project at Colorado State University, prepared by Facilities Management. The project involves a complete courtyard renovation, including the installation of new shade structures, concrete landings, steps, hardscaping, and landscaping. Specifically, the plans detail the installation of two 16' x 16' x 10' hyperbolic umbrella shade structures by Superior Shade, new concrete sections, modified handrails and guardrails, and a comprehensive landscape plan featuring various shrubs, perennials, ground covers, and trees. The project will involve removing existing landscape elements, concrete, and pavers, and includes precise structural details for foundations, concrete work, and site preparation.

The project is funded through Colorado State University's Facilities Management department and will be executed following strict construction waste management guidelines. The documents specify detailed requirements for material selection, including concrete specifications, reinforcement standards, and landscape plant selections. The landscape plan includes specific plant varieties like Caddo Maple trees, Japanese Tree Lilacs, various shrubs such as Butterfly Bush and Dwarf Dogwood, and ground covers like Bishop's Weed and Beacon Silver Nettle. The project emphasizes careful site preparation, waste management, and adherence to building codes, with special attention to preserving existing site elements and minimizing environmental impact during construction.

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STUDENT RECREATION CENTER

NATURAL

TELECOM

GLOVER

FORESTRY

RESEARCH LAB

NAT. RESOURCES

WAGAR

J.V.K.

ADMINISTRATION

WEBER BUILDING

STATISTICS

50 51

SERVICES

STUDENT

HALL

CENTENNIAL

CENTER

PRECONSTRUCTION

GUGGENHEM

LAUREL

HALL

SUNDECK

STORAGE

COMPUTER

SCIENCE

ENGINEERING

CENTER

HALL

RESOURCES

CORBETT

HALL

GREEN

ALLISON

ROCKWELL HALL

WEATHER

STATION

PARMELEE

ROCKWELL WEST

MINOR IN BUSINESS

HALLHALL

#222 W.

LAUREL ST.

AMMONS

HALL

THE

INSTITUTE

FOR

LEARNING

AND

TEACHING

SCOTT

BIOENGINEERING

BLDG.

SMITH

PRACTICE

FACILITY

JOHNSON

HALL

GAS METER

HUT

LORY

STUDENT

CENTER

CONSERVATION

HOUSE

OCCUPATIONAL

THERAPY

DANFORTH

CHAPEL

S0080

RAMP

CLASSROOM

167CLASSROOM

CLASSROOM

OFFICE

CORR

N162 ENTRY

N173

ENTRY

N161

VEST

N160

ELEV

N171

CORR

N170

WOMENS

N177

MENS

N166

STGE

172A

STGE

165A

STGE

FILE

STGE

CUST

N165

STGE

N169

STGE

CORR

N167

STAIR

N168

CUST

N176

MECH RM

N178

STAIR

N172

OFFICE

WORK RM

STORAGE

STAIR

N102

MAIL RM

139A

MECH RM

140A

CLASSROOM

OFFICE

CONFERENCE

OFFICE

RECEPTION

OFFICE

CONFERENCE

IDF

ELEV RM

105A

ELEV

N117B STAIR

N101

OFFICE

110 OFFICE

OFFICE

COPY

108 CORR

N116

CORR

N156

CUST

N144

WOMENS

N142

MENS

N143

CORR

N175

CORR

N162

CORR

N164

AG RR

N148

CUST

N147

IDF

N145

CORR

N141

ENTRY

N137

CORR

N138

CORR

N136

LOBBY

N126

CORR

N121

ENTRY

N120

OFFICE

N103

CUST

N103A

CORR

N117

AG RR

N105

CORR

N104

CUST

N104A

GCD

L21D

PROJECT NUMBER: 236023C

BUILDING NUMBER: 15

ROCKWELL HALL

DRAWING INDEX

GENERAL

G0.0 TITLE SHEET

G0.1 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

LANDSCAPE

LD1.0 EXISTING LANDSCAPE PLAN

LD1.1 LANDSCAPE DEMOLITION PLAN

L2.0 NEW HARDSCAPE PLAN

L3.0 NEW LANDSCAPE PLAN

L3.1 LANDSCAPE DETAILS

IRRIGATION

IR1.1 IRRIGATION PLAN

IR2.1 IRRIGATION DETAILS

STRUCTURAL

S1.0 STRUCTURAL NOTES, PLAN AND DETAILS

S1.1 STRUCTURAL DETAILS

S1.2 STRUCTURAL DETAILS

S1.3 STRUCTURAL DETAILS

ARCHITECTURAL

AD1.0 DEMO PLAN

A2.0 CONSTRUCTION PLAN

C O

R S

R C

N G

O M

G A

N D

T R

O R

O N

-4

-7

1, C

R A

S D

U R

C O

R U

O N

D E

G N

D S

"C O

R U

O N

G " A

N G

D U

G C

O N

U C

SCOPE

COURTYARD RENOVATION.

INSTALL NEW SHADE STRUCTURES.

PROJECT

LOCATION

Sheet Number:

Sheet Title:

R O

G N

U M

: 1

T N

U M

: 2

C O

U R

D R

O N

02-03-25R0 SPSP

Sheet Information

Rev.

No. Date PM

Checked By

W e g et thi ng s d on e a nd dr ive re su lts

Fa ci lit ie s

Se rv ic es

N or th Fo rt C ol lin s, CO

Project Information

Stamp

Drawn By

02-13-25R1 SPSPRP

03-13-25R2 SPSPRP

G0.0

TITLE SHEET

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

LOCATION PLAN

CODES

2021 IBC, INTERNATIONAL BUILDING CODE

2021 IEBC, INTERNATIONAL EXISTING BUILDING CODE

2021 IMC, INTERNATIONAL MECHANICAL CODE

2021 IPC, INTERNATIONAL PLUMBING CODE

2023 NEC, NATIONAL ELECTRICAL CODE

2021 IFC, INTERNATIONAL FIRE CODE

2021 IFGC, INTERNATIONAL FUEL GAS CODE

ICC A117.1-2017, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2021 IECC, INTERNATIONAL ENERGY CONSERVATION CODE

GENERAL NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING DIMENSIONS AND CONDITIONS OF

PROJECT. DO NOT SCALE THE DRAWINGS. IF THERE IS ANY DISCREPANCY, CONTACT THE UNIVERSITY

REPRESENTATIVE.

2. ALL CORRIDORS AND OTHER PROJECT ACCESS AREAS SHALL BE KEPT CLEAN AT ALL TIMES. DUST BARRIERS, EXTENDING FROM FLOOR THROUGH ANY DROPPED CEILINGS UP TO STRUCTURE ABOVE, SHALL BE USED TO ENCLOSE THE WORK AREA WHEN REMOVING AND CUTTING MASONRY OR WHEN

DOING OTHER WORK THAT CREATES DUST AND DEBRIS.

3. ALL TRASH AND DEBRIS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. DO NOT

USE CSU DUMPSTERS.

4. PROTECT ALL INTERIOR SURFACES AND FIXTURES FROM CONSTRUCTION DAMAGE AND RETURN TO

ORIGINAL CONDITION.

5. ONLY SAVE ITEMS FOR OWNER THAT ARE NOTED.

6. CONTRACTOR SHALL PERFORM ALL DEMOLITION NOTED. STORE MATERIALS TO BE RE-USED AT THE

LOCATION DESIGNATED BY THE PROJECT MANAGER.

7. OWNER WILL OCCUPY SITE AND EXISTING BUILDING DURING THE ENTIRE PERIOD OF REMODEL.

8. ALL WORKMANSHIP AND MATERIALS SHALL BE TO CSU STANDARDS. CODE INSPECTIONS WILL BE

CONDUCTED PER THE SPECIFICATIONS.

9. ALL GENERAL CONTRACTORS SHALL ATTEND A MANDATORY SITE VISIT ON (SEE PM)

10. ALL WORK MUST BE COMPLETED BY (SEE PM)

CSU FACILITIES PLANNING, DESIGN AND CONSTRUCTION STANDARDS:

www.fm.colostate.edu/constr_standards

CSU HOUSING AND DINING SERVICES, DESIGN AND CONSTRUCTION

STANDARDS:

https://housing.colostate.edu/about/construction/

CODE COMPLIANCE

OCCUPANCY TYPE- BUSINESS (GROUP B)

OCCUPANT LOAD - UNCHANGED

CLASSIFICATION OF WORK

ALTERATION - LEVEL 2

AutoCAD SHX Text 2nd Floor Balcony

AutoCAD SHX Text West Plum St.

AutoCAD SHX Text Meridian Avenue

AutoCAD SHX Text Amy Van Dyken Way

AutoCAD SHX Text Libbie Coy Way

AutoCAD SHX Text Old Main Drive

AutoCAD SHX Text Laurel Street

AutoCAD SHX Text Oval Dr

AutoCAD SHX Text Isotope Drive

AutoCAD SHX Text Music Dr

AutoCAD SHX Text South Grant Avenue

AutoCAD SHX Text alley

AutoCAD SHX Text South Loomis Avenue

AutoCAD SHX Text alley

AutoCAD SHX Text South Whitcomb Street

AutoCAD SHX Text South Sherwood Street

AutoCAD SHX Text South Meldrum Street

AutoCAD SHX Text alley

AutoCAD SHX Text South Howes Street

AutoCAD SHX Text alley

AutoCAD SHX Text Meridian Avenue

AutoCAD SHX Text

ROOF OVERHANG

AutoCAD SHX Text

ROOF OVERHANG

AutoCAD SHX Text

FF=5004.6

AutoCAD SHX Text

ROOF OUTLINE

AutoCAD SHX Text

218 W. LAUREL

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text W

TPearsons

ARCH STAMP SIGNED

EARTH

GRAVEL

CONCRETE

CONCRETE MASONRY UNITS

METAL, STEEL

RIGID INSULATION

BATT INSULATION

SAND PLASTER, MORTAR GROUT

WOOD

WOOD (ROUGH) CONTINUOUS

Sheet Number:

Sheet Title:

R O

G N

U M

: 1

T N

U M

: 2

C O

U R

D R

O N

02-03-25R0 SPSP

Sheet Information

Rev.

No. Date PM

Checked By

W e g et thi ng s d on e a nd dr ive re su lts

Fa ci lit ie s

Se rv ic es

N or th Fo rt C ol lin s, CO

Project Information

Stamp

Drawn By

02-13-25R1 SPSPRP

03-13-25R2 SPSPRP

G0.1

GENERAL NOTES,

SYMBOLS AND

ABBREVIATIONS

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACOUST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADJ ADJACENT / ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT

ASSY ASSEMBLY

AUTO AUTOMATIC

AUX AUXILIARY

A/V AUDIO - VISUAL

AVG AVERAGE

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

B.O. BOTTOM OF

BOT BOTTOM

B.O.W. BOTTOM OF WALL

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

B.U.R. BUILT-UP ROOF

CAB CABINET

CB CHALKBOARD

CER CERAMIC

CFCI CONTRACTOR FURNISHED /CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED /OWNER INSTALLED

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION (CONSTRUCT)

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CPT CARPET

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSINK (COUNTERSUNK)

CU CUBIC

CUH CABINET UNIT HEATER

CW COLD WATER

C.Y. CUBIC YARD

D DEEP

DBL DOUBLE

DEMO DEMOLITION / DEMOLISH

DEPT DEPARTMENT

DTL DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM. DIMENSION

DISP DISPENSER / DISPOSAL

DN DOWN

DR DOOR

DS DOWN SPOUT

DW DISHWASHER

DWG DRAWING

E EAST

(E) / EXG EXISTING

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULAT. FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENAM ENAMEL

ENCL ENCLOSURE

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

ESMT EASEMENT

EST ESTIMATE (D)

E/W EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXP EXPANSION

EXT EXTERIOR

F.A. FIRE ALARM

FAB FABRICATE(D)

FBO FINISHED BY OTHERS

F.C. FACE OF CURB

F.D. FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

F.H. FLAT HEAD

FH FIRE HYDRANT

FIN FINISH(ED)

FIXT FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FO FINISHED OPENING

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

FP FIREPROOF(ING)

FR FRAME / FIRE RESISTANT / RATED

FRP FIBERGLASS REINFORCED PLASTIC

FT FOOT / FEET

FTG FOOTING

FURN FURNITURE

FVC FIRE VALVE CABINET

GAL GALLON(S)

GALV GALVANIZED

GA GAGE

GC GENERAL CONTRACTOR

GEN GENERAL / GENERATOR

G.I. GALVANIZED IRON

GL GLASS

GR GRADE

GYP GYPSUM

H HIGH

HB HOSE BIB

HC HANDICAP, HOLLOW CORE

HDBD HARD BOARD

HDR HEADER

HDWR HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HVAC HEATING VENTILATING AND AIR CONDITIONING

HW HOT WATER

INCL INCLUDE(D)

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IN INCH

INCAND INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

IRRIG IRRIGATION

JAN JANITOR

JT JOINT

KIT. KITCHEN

L LOW

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LB LAG BOLT OR POUND

LDR LEADER

LF LINEAR FEET

LH LEFT HAND

LHR LEFT HAND REVERSE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LTWT LIGHTWEIGHT

LVL LEVEL

MAX MAXIMUM

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MECH MECHANICAL

MED MEDIUM

MEM MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER(ED)

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MLD MOULDING

MLWK MILLWORK

MO MASONRY OPENING

MTD MOUNT(ED)

MTL METAL

MTG MOUNTING

MULL MULLION

MULT MULTIPLE

N NORTH

N/A NOT APPLICABLE

NEG NEGATIVE

NFPA NATIONAL FIRE PROTECTION AGENCY

N.I.C. NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

N.T.S. NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OFCI OWNER FURNISHED /CONTRACTOR INSTALLED

OFOI OWNER FURNISHED /OWNER INSTALLED

OH OVERHEAD, OVERHANG

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

PA PUBLIC ADDRESS

PART BD PARTICLE BOARD

PC PRECAST

PERIM PERIMETER

PERP PERPENDICULAR

P.L. PROPERTY LINE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTIC / PLASTER

PLBG PLUMBLING

PLYWD PLYWOOD

PNL PANEL

PORC PORCELAIN

PR PAIR

PREFAB PREFABRICATE(D)

PREFIN PREFINISH(ED)

PREP PREPARATION / PREPARE

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FEET

PSI POUNDS PER SQUARE INCH

PT PAINT, POINT, PRESSURE TREATED

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWR POWER

QTY QUANTITY

QT QUARRY TILE

R RADIUS

R.A. RETURN AIR

RCP REFLECTED CEILING PLAN

R.D. ROOF DRAIN

RE: REFER TO / REFERENCE

REBAR REINFORCING BAR

REC RECESS(ED)

REF REFRIGERATOR

REG REGISTER / REGULAR

REINF REINFORCE(ED)(ING)

REM REMOVE

RESIL RESILIENT

REQ REQUIREMENTS / REQUIRED

REV REVISION / REVISE(ED)

RFG ROOFING

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RM ROOM

R.O. ROUGH OPENING

R.O.W. RIGHT OF WAY

R/S ROUGH SAWN

S SOUTH

S.A. SUPPLY AIR

SAG SUSPENDED ACOUSTICAL GRID

SAN SANITARY

SC SOLID CORE

SCHED SCHEDULE

SEC SECOND

SECT SECTION

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SM SHEET METAL / SMALL

SS STAINLESS STEEL

SHWR SHOWER

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

ST STAIN, STREET

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE(AL)

SUSP SUSPEND(ED)(SION)

SV SHEET VINYL

S.Y. SQUARE YARD

SYN SYNTHETIC

SYS SYSTEM

T TREAD(S)

T&B TOP AND BOTTOM

TB TACKBOARD

TBD TO BE DETERMINED

T.C. TOP OF CURB

TEL TELEPHONE

TEMP TEMPERATURE / TEMPORARY

T&G TONGUE AND GROOVE

THK THICK(NESS)

T.O. TOP OF

T.O.C. TOP OF CONCRETE

T.O.F. TOP OF FRAMING OR FOOTING

T.O.S. TOP OF STEEL / STUD

T.O.W. TOP OF WALL

TRANSF TRANSFORMER

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UTIL UTILITIES

V.B. VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT-THRU ROOF

VWC VINYL WALL COVERING

W WEST OR WIDE OR WIDTH

(W) WIDE

W.C. WATER CLOSET

W/D WASHER / DRYER COMBO

WDW WINDOW

WH WATER HEATER

W.R. WATER RESISTANT

WWF WELDED WIRE FABRIC

W/ WITH

W/I WITHIN

W/O WITHOUT

WD WOOD

WGT WEIGHT

YD YARD

YR YEAR

ABBREVIATIONS & NOTATIONS

MATERIAL LEGEND

G R

J K L

WATERPROOFING

WB WIND BRACE

WCOT WAINSCOT

WD WOOD

VP VENT PIPE

T.O.J. TOP OF JOIST

TLT TOILET

TD TRENCH DRAIN

SYM SYMBOL

SS STAINLESS STEEL

' FOOT OR FEET

" INCH

- MINUS

+ PLUS

= EQUAL

± PLUS OR MINUS

# POUND OR NUMBER

x TIMES

REFERENCE SYMBOLS

SYMBOL

MATCHLINE

SEE /? ?

MATCH LINE

KEYED NOTE

SHEET REFERENCE

PARTITION TAG

REFER TO PARTITION SCHEDULE

BUILDING OR WALL SECTION TAG

? ? DETAIL MARK AND

ENLARGED PLAN

REFERENCE

NEW DOOR

WITH DOOR TAG

REF DOOR SCH

REVISION MARK

COLUMN GRID DESIGNATIONS

DESCRIPTION SYMBOL

ROOM IDENTIFIER

DESCRIPTION

NEW WINDOW

WITH WINDOW MARK

REF GLAZING ELEVATIONS

ELEVATION TAG

DIRECTION OF SIGHT

SHEET NUMBER WHERE

DRAWING IS SHOWN

SECTION NUMBER

SHEET NUMBER WHERE

DRAWING IS SHOWN

DIRECTION OF SIGHT

SECTION NUMBER

Room name

150 SF

T.O. LEVEL

EL. XX'-XX"

VERTICAL ELEVATION INDICATOR

(RELATIVE TO FIRST LEVEL)

SPOT ELEVATION INDICATOR

GENERAL REQUIREMENTS

1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS, SUB CONTRACTORS, MANUFACTURERS, SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEW THESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO KNOW AND

ADHERE TO THESE REQUIREMENTS.

2. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY DEFINED. YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF DRAWINGS AND SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE SERIES OF DRAWINGS OR DIVISION OF SPECIFICATIONS. YOU MUST REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS TO DETERMINE

YOUR SCOPE OF WORK.

3. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE AND COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND TO ELIMINATE REDUNDANCY. KEEP IN MIND HOWEVER THAT YOUR SCOPE OF WORK CAN BE CONTAINED IN VARIOUS PLACES, WITH VARYING DESCRIPTIONS. DO NOT CONSIDER THAT THERE IS ONE CUSTOMARY PLACE TO LOCATE YOUR WORK. THERE IS A DANGER OF OMITTING WORK FROM YOUR SCOPE BECAUSE THE ENTIRE SET OF

DOCUMENTS WAS NOT REVIEWED.

4. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING.

THE GENERAL CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL M.E. EQUIPMENT WITH RESPECT TO THE

ARCHITECTURAL AND STRUCTURAL DETAILING OF SHAFTS, CHASES AND SUCH.

5. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE WORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT

REQUIRE MODIFICATION BEFORE PROCEEDING WITH THE WORK.

6. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR AND SERVICES NECESSARY TO COMPLETE THE

WORK.

7. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS

PROJECT.

8. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL BUILDING CODES.

9. CONTRACTOR SHALL SUBMIT CONFIRMATION OF ORDERED MATERIALS OR ITEMS NECESSARY TO COMPLETE THE

PROJECT WITH PROJECTED DELIVERY DATE GREATER THAN FOUR WEEKS.

10. ALL SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS REQUIRED FOR ARCHITECTS APPROVAL PRIOR TO

COMMENCING ANY WORK.

11. FIELD VERIFY ALL DIMENSIONS PRIOR TO CASEWORK FABRICATION.

12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND THE PREVENTION

OF CONFLICT BETWEEN ALL TRADES.

13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO

THE OWNER.

14. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL CONDUCT A WALK THROUGH INSPECTION WITH THE OWNER TO DETERMINE IN WRITING THE CONDITION OF THE WORK ALREADY IN PLACE. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING EQUIPMENT PRESENTLY IN PLACE THAT IS DAMAGED DURING CONSTRUCTION.

15. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL PATCH AND REPAIR REQUIREMENTS OF EXISTING SURFACES TO

RECEIVE NEW FINISHES. THE COST FOR ALL SUCH WORK IS TO BE COVERED BY THE BID.

DRAWINGS AND DIMENSIONS

1. THESE DRAWINGS WHERE PRODUCED USING THE CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWINGS

SYSTEM AND THE NATIONAL CAD STANDARD AS GUIDES.

2. ANY INDICATION OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, AND ARE NOT TO BE TAKEN LITERALLY. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE

CONTRACTOR AND APPROVED BY THE OWNER BEFORE ACTUAL CONSTRUCTION WORK BEGINS.

3. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT CONFIGURATIONS OR DETAILS OF SPECIFIC MANUFACTURERS. DIMENSIONS AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS AMY ALSO BE ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING PARTITION THICKNESS FOR RECESSED OR SIMI-RECESSED PRODUCTS), AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES

TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

4. THE DRAWINGS ARE SEPARATED INTO DISCIPLINES FOR THE CONVENIENCE OF THE ARCHITECT AND THE CONTRACTOR. THE SEPARATION USED HEREIN ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE. THE DRAWINGS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC.) ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE ARCHITECT PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY

OR GREATER QUANTITY OF WORK.

5. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIALS. NOTIFY THE ARCHITECT OF ANY DISCREPANCY.

6. ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS SHOW WHERE EXPOSED DUCTWORK IS TO BE INSTALLED AT A SPECIFIC ELEVATION IN A CONTROLLED PATTERN. THE CONTRACTOR MUST RELY ON ALL THE DISCIPLINES TO COMPLETE

THE WORK AND SHOULD NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

7. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INSTALLING THEIR RESPECTIVE EQUIPMENT IN THE CEILING PLENUMS. MECHANICAL, AND STRUCTURAL SYSTEMS ALL SHARE THE SAME SPACE. EACH SUB CONTRACTOR IS TO REVIEW THE REQUIREMENTS OF THEIR WORK WITH THE AWARENESS OF THE OTHER TRADES THAT NEED TO SHARE THESE SPACES MUST NOT ASSUME THAT THEIR INSTALLATION HAS BEEN CONSIDERED IN THE DESIGN AND SHOP

DRAWINGS OF THE OTHER TRADES.

8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT IMMEDIATELY SHOULD ANY

DISCREPANCIES BE FOUND IN THE DRAWINGS.

9. THE GENERAL CONTRACTOR IS RESPONSIBLY FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS

NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

10. DO NOT SCALE THE DRAWINGS FOR CONSTRUCTION PURPOSES. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN. IN THE EVENT OF OMISSION OF NECESSARY DIMENSION(S), THE CONSTRUCTION MANAGER SHALL NOTIFY

THE ARCHITECT.

11. ALL DIMENSIONS INDICATED ARE TO FINISH FACE OF MATERIALS OR COLUMN GRID LINES UNLESS OTHERWISE NOTED.

MASONRY DIMENSIONS ARE MODULAR IN THAT THEY INCLUDE THE GROUT JOINT. ROUGH OPENINGS ALLOW FOR SHIM SPACE.

12. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF ALL CEILING FIXTURES. REFER

TO MECHANICAL AND ELECTRICAL DRAWINGS FOR COMPLETE CONSTRUCTION REQUIREMENTS.

13. THE TERM "ALIGN" REFERS TO LOCATION DIFFERENT COMPONENTS OF CONSTRUCTION TO PROVIDE A FLUSH FINISH

SURFACE.

14. CONTRACTOR SHALL LAY OUT ALL PARTITIONS PER THE DIMENSIONS SHOWN ON THE PLANS. VERIFY PARTITION LAYOUT WITH EXISTING WINDOWS, COLUMNS, DOORS, EQUIPMENT AND CEILING SYSTEMS. NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES PRIOR TO STARTING CONSTRUCTION.

15. VERIFY SIZE, LOCATION AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE INSTALLED OR RELOCATED (WHETHER FURNISHED BY OWNER OR BY CONTRACTOR) BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN.

ERRORS AND OMISSIONS IN THE ROOM, DOOR, WINDOW OR EQUIPMENT SCHEDULES DO NOT RELIEVE THE CONTRACTOR

FROM EXECUTING WORK SHOWN ON DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS.

16. VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL AND

ELECTRICAL WORK AND EQUIPMENT WITH ALL TRADES INVOLVED.

17. CEILING HEIGHTS ON THE CONSTRUCTION DOCUMENTS ARE TAKEN FROM THE FINISH FLOOR ELEVATION. THE SIZE, LOCATION AND CHARACTERISTICS OF ALL MECHANICAL, ELECTRICAL AND STRUCTURAL ITEMS SHALL BE VERIFIED BEFORE

CEILING CONSTRUCTION IS BEGUN.

18. INSTALL ALL ITEMS IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS, EXCEPT WHERE THE SPECIFICATION ARE MORE STRINGENT, SHALL BE COMPLIED WITH. NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICTS.

GENERAL NOTES:

DEMOLITION INDICATOR

REVISION CLOUD

SCALE: 3" = 1'-0"

DETAIL AA DETAIL REFERENCE NUMBER

GND GROUND

G.W.B. GYPSUM WALL BOARD

(N) NEW

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03-13-25R2 SPSPRP

LD1.0

EXISTING

LANDSCAPE PLAN

EXISTING LANDSCAPE PLANT

MATERIAL TO BE REMOVED.

TREES TO BE PRESERVED

EXISTING LANDSCAPE PLANT

MATERIAL TO BE REMOVED.

TREES TO BE PRESERVED

CONFIRM WITH CoB HOW

THEY WANT TO DEAL WITH

PAVERS...

REMOVE EX. SHRUBS REMOVE EX. SHRUBS

GRIND EX. TREE

STUMP

SAVE EX. TIMECAPSULE,

RETURN TO OWNER

PROTECT EX. TREE TRUNKS TO 6'

HEIGHT, WRAP WITH

STORMWATER WADDLE (QTY. 5)

CONCRETE AND IRON TREE

GRATE TO BE REMOVED

CONCRETE AND IRON TREE

GRATE TO BE REMOVED

P D

EXISTING PAVERS TO BE

REMOVED

PAVERS/ CONCRETE

TO BE REMOVED

EXISTING LANDSCAPE PLANT

MATERIAL TO BE REMOVED.

TREES TO BE PRESERVED

ROCKWELL COURTYARD - Demolition Plan

Legend

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LD1.1

LANDSCAPE

DEMOLITION PLAN

SCALE: 1/8" = 1'-0"

NOTE :

REFER TO SHEET AD1.0 FOR ADDITIONAL NOTES

AND DETAILS

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IRRG. CNTRL

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P D

Legend Flagstone brown

- Davis Color

Brick Red

- Davis Color

Standard Grey - Finish to match Ex.

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L2.0

HARDSCAPE PLAN

ROCKWELL COURTYARD - New Hardscape Layout

SCALE: 1/8" = 1'-0"

NOTE :

REFER TO SHEET A2.0 FOR ADDITIONAL NOTES

AND DETAILS

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PLUG 1 FLAT OF EACH

GROUNDCOVER VARIETY

INTO EXISTING VINCA

EX. COBBLE TO

REMAIN

PLANTER POT (TYP.)

SEE DETAIL

PLUG 1 FLAT OF EACH

GROUNDCOVER VARIETY

INTO EXISTING VINCA

EX. COBBLE TO

REMAIN

P D

QTY. SYMBOL BOTANIC NAME COMMON NAME SIZE

SHRUBS

4 BUDDLEJA 'PURPLE HAZE' DWARF BUTTERFLY BUSH #2

12 CORNUS SERICEA 'KELSEYI' KELSEY DWARF DOGWOOD 1 GAL

6 DAPHNE X BURKWOODII BRIGGS MOONLIGHT DAPHNE 5 GAL

'BRIGGS MOONLIGHT'

3 EUONYMUS FORTUNEI EMERALD N GOLD EUONYMUS 1 GAL

EMERALD N GOLD

12 EUPATORIUM MACULATUM RED DWARF JOE PYE WEED 1 GAL

'RED DWARF'

6 JUNIPERUS SQUAMATA BLUE STAR JUNIPER 5 GAL

'BLUE STAR'

8 RHUS AROMATICA AUTUMN AMBER SUMAC 5 GAL.

'AUTUMN AMBER'

10 SPIREA JAPONICA JAPANESE WHITE SPIREA 5 GAL

'ALBIFLORA'

QTY. SYMBOL BOTANIC NAME COMMON NAME SIZE

PERENNIALS

7 AGASTACHE RUPESTRIS LICORICE MINT 1 GAL.

HYSSOP

23 AQUILEGIA MCKANA HYBRIDS MCKANA'S IMPROVED 4" POT

COLUMBINE

33 ECHINACEA PARADOXA YELLOW CONEFLOWER 4" POT

20 GERANIUM 'JOHNSON'S BLUE' BLUE CRANESBILL 1 GAL

20 HEUCHERA MIRCANTHA PALACE PURPLE 1 GAL.

'PALACE PURPLE' CORAL BELLS

8 HOSTA X UNDULATA VARIEGATED PLANTAIN 1 GAL

'MEDIOVARIEGATA' LILY

10 LOBELIA FULGENS SCARLET LOBELIA 1 GAL

'QUEEN VICTORIA'

12 PANICLE HYDRANGEA FIRE LIGHT TIDBIT 1 GAL

'FIRE LIGHT TIDBIT' HYDRANGEA

QTY. SYMBOL BOTANIC NAME COMMON NAME SIZE

GROUND COVER

2 FLATS AEGOPODIUM PODAGRARIA VARIEGATED BISHOP'S 2.25" POTS

'VARIEGATUM' WEED

2 FLATS LAMIUM MACULATUM BEACON SILVER NETTLE 2.25" POTS

'BEACON SILVER'

QTY. SYMBOL BOTANIC NAME COMMON NAME SIZE

TREES

1 ACER SACCHARUM 'CADDO' CADDO MAPLE 2" CAL.

2 SYRINGA RETICULATA JAPANESE TREE LILAC 15 Gal

'IVORY SILK'

PLANTING NOTES:

1. ALL EXISTING DEBRIS, I.E. CONCRETE, STONE ETC, NEEDS TO BE CLEARED FROM THE SITE PRIOR

TO NEW SOIL PREPARATION AND PLANTING OF NEW MATERIAL.

2. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AAN SPECIFICATIONS FOR NUMBER ONE

GRADE.

3. ALL PLANT AND LANDSCAPE MATERIAL IS SUBJECT TO APPROVAL BY THE CSU CAMPUS

LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLEASE COORDINATE MEETING TO SEE PLANT

MATERIAL AT NURSERY FOR APPROVAL.

4. ANY SUBSTITUTION OR ALTERATION OF PLANT OR LANDSCAPE MATERIALS IN LOCATION, SPECIES, TYPE, ETC. SHALL BE ALLOWED ONLY WITH APPROVAL OF THE CSU CAMPUS LANDSCAPE ARCHITECT.

5. ALL PLANTING BEDS TO BE MULCHED TO A DEPTH OF 3" WITH CHOICE MULCH - NATURAL COLOR.

SUGGESTED SOURCES: EWING LANDSCAPE MATERIALS., FORT COLLINS CO. (970) 221 7173.

6. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY SITE IMPROVEMENTS DISTURBED OR

DAMAGED DUE TO THEIR OPERATIONS.

7. CONTRACTOR IS TO MAINTAIN ALL PLANTINGS AND ASSOCIATED IRRIGATION SYSTEM INSTALLED UNDER THIS CONTRACT UNTIL FINAL ACCEPTANCE AND TURNOVER TO OWNER. THIS MAINTENANCE

SHALL INCLUDE PROPER WATERING OF ALL PLANTS.

8. ALL PLANT MATERIAL WILL BE COVERED BY A ONE (1) CALENDAR YEAR WARRANTY. THE

CONTRACTOR SHALL REPLACE DEAD. UNHEALTHY, OR OTHERWISE UNSATISFACTORY MATERIAL

THROUGHOUT THIS PERIOD. THE WARRANTY SHALL BEGIN UPON FINAL ACCEPTANCE OF THE JOB.

9. SHOULD A DISCREPANCY EXIST IN THE PLANT COUNT BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE.

10. A TOTAL OF 10 PLANTER POTS WILL REQUIRE POTTING SOIL TO BE INSTALLED BY LANDSCAPE

CONTRACTOR. DRIP IRRIGATION SHALL ALSO BE PLUMBED TO EACH POT. SEE DETAIL

11. CAREFUL ATTENTION WILL NEED TO BE GIVEN TO PLANT INSTALLATION AROUND ROOT ZONE OF

EXISTING TREES. HAND DIGGING ONLY. IF LARGE ROOT IS ENCOUNTERED ADJUST PLANT

LOCATION ACCORDINGLY.

12. EXISTING GROUNDCOVER ON SOUTH SLOPE CONDITIONS IS TO REMAIN. NEW GROUNDCOVER IS

TO BE PLUGGED AMONGST THE EXISTING VINCA IN A RANDOM PATTERN.

13. CONTRACTOR TO ADD TOPSOIL IN PLANTING BEDS IN AREAS WHERE EXISTING PAVING IS

REMOVED TO BRING GRADES OF BEDS UP AND ALLOW FOR PROPER DRAINAGE. PER CSU

SPECIFCIATIONS, AMEND PLANTING BED SOIL WITH COMPOST.

14. SITE MUST BE CLEAN AND FREE OF ALL CONSTRUCTION DEBRIS BEFORE FINAL ACCEPTANCE.

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03-13-25R2 SPSPRP

L3.0

LANDSCAPE PLAN

PLANT SCHEDULE:

ROCKWELL COURTYARD - New Landscape Plan

SCALE: 1/8" = 1'-0"

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BACKFILL MATERIAL

DO NOT CUT LEADER.

PRUNE DAMAGED OR

DEAD WOOD AFTER

PLANTING AND STAKING.

PLANT TREE SO THAT

FINISH GRADE IS 2"

ABOVE HIGHEST

FIRST ORDER ROOT.

MULCH

DECIDUOUS TREE PLANTING

2 LODGEPOLE PINE POSTS

2" DIA. DRIVEN IN FIRMLY

OUTSIDE . PLANTING PIT.

KEEP PLUMB W/TOPS EVEN.

REMOVE WIREBASKET, REMOVE

BURLAP FROM TOP 13 OF ROOTBALLFIRM BASE

WEBBING AT 1/3

TREE HEIGHT

SUBGRADE

2 X ROOTBALL DIA.

BACKFILL MATERIAL

2 X ROOTBALL DIA.

MULCH

POSITION ROOT CROWN

AT SLOPE ELEVATION

CONSTRUCT WATERING

RING AROUND TREE

WHEN NOT IN TURF

REMOVE WIREBASKET, REMOVE

BURLAP FROM TOP 13 OF ROOTBALL

WEBBING AT 1/3 TREE HEIGHT

FIRM BASE

SUBGRADE

NO SOIL BUILDUP OVER ROOT FLARE

2 LODGEPOLE PINE POSTS

2" DIA.

EVERGREEN TREE PLANTING ON SLOPE

NOTE:

STAKING POSTS ONLY

NEEDED ON TREES OF 6' HT. or TALLER

SHRUB PLANTING

MULCH

FORM SAUCER WITH

3" CONTINUOUS RIM

PLANT ROOT BALL

AT GRADE

BACKFILL MIX -

PER SPECIFICATIONS

FIRM BASE

SUBGRADE

NOTE:

1. WHEN BACKFILLING AROUND PLANTS, DO NOT ALLOW AIR

POCKETS TO FORM

2. AFTER PLANTING, WATER THOROUGHLY

MULCH

PLANT MATERIAL

SECTION

PLAN

EQUAL

THOROUGHLY AMEND BACKFILL

MIX TO DEPTH PER

SPECIFICATIONS

TYPICAL PLANT LAYOUT SEE PLANT LIST NOTES FOR SPACING

AMENDED SOIL MIX TO DEPTH PER SPECIFICATIONS

PERENNIALS & GROUNDCOVERS1 2 3 4

PLANTER POT

4" DEPTH OF 34" GRAVEL

18" DEPTH OF POTTING

SOIL

Model: TF4090 - Form Round Concrete Planter by Wausau Tile https://wausautile.com/Products/Planters.cfm Size: 36" Dia. x 24" Ht.

Color: A22 (Acid Wash Sand) Quantity: Per landscape plan NOTE: Drip irrigation system to be connected to each planter pot

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L3.1

LANDSCAPE

DETAILS

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SCALE: NTS

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POC NO.1

NEW BACKFLOW SIZE: 3/4-INCH

PEAK DEMAND: 12 GPM

REQUIRED PRESSURE: 55 PSI+/-

CONTROLLER 'A'

120 VAC POWER REQUIRED

A1 .1"

A2 71"

A3 pot1"

A4 101"

A5 121"

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI

RAIN BIRD RD-12-S-P30 8 SERIES MPR

SHRUB SPRAY, 12.0" POP-UP, WITH 30 PSI IN-STEM

PRESSURE REGULATION, AND SEAL-A-MATIC CHECK VALVE.

1/2" NPT FEMALE THREADED INLET.

RAIN BIRD RD-12-S-P30 10 SERIES MPR

SHRUB SPRAY, 12.0" POP-UP, WITH 30 PSI IN-STEM

PRESSURE REGULATION, AND SEAL-A-MATIC CHECK VALVE.

1/2" NPT FEMALE THREADED INLET.

RAIN BIRD RD-12-S-P30 12 SERIES MPR

SHRUB SPRAY, 12.0" POP-UP, WITH 30 PSI IN-STEM

PRESSURE REGULATION, AND SEAL-A-MATIC CHECK VALVE.

1/2" NPT FEMALE THREADED INLET.

RAIN BIRD RD-12-S-P30 15 SERIES MPR

SHRUB SPRAY, 12.0" POP-UP, WITH 30 PSI IN-STEM

PRESSURE REGULATION, AND SEAL-A-MATIC CHECK VALVE.

1/2" NPT FEMALE THREADED INLET.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

REMOTE CONTROL VALVE ASSEMBLY

HUNTER ICV-G-FS: 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC

REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH

NPT THREADED INLET/OUTLET, FOR

COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY.

QUICK COUPLING VALVE ASSEMBLY

HUNTER HQ-5LRC: QUICK COUPLER VALVE, YELLOW

LOCKING RUBBER COVER, RED BRASS AND STAINLESS

STEEL, WITH 1" NPT INLET, 1-PIECE BODY.

REDUCED PRESSURE BACKFLOW PREVENTER

FEBCO 825YA: SIZED TO MATCH POC METER SIZE. REDUCED

PRESSURE BACKFLOW PREVENTER

WALL MOUNT CONTROLLER

MOTOROAL IRRINET M-12 PEDESTAL CONTROLLER

(CM-R@A-RU-SS): PURCHASED BY CSU, INSTALLED BY

CONTRACTOR. COORDINATE WITH JASON WATSON, CSU

IRRIGATION STAFF

IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21

PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL

TRANSITION PIPE SIZES 1 1/4" AND ABOVE ARE INDICATED

ON THE PLAN, WITH ALL OTHERS BEING 1" IN SIZE.

IRRIGATION LATERAL LINE: PLANTING BED DRIP IRRIGATION

LATERAL LINE:

3/4-INCH BLANK UV RADIATION RESISTANT POLYETHYLENE

PIPE TO 1/4" INLINE DRIP IN POTS

IRRIGATION LATERAL LINE: INLINE DRIP IN POTS

1/4" INLINE DRIP TUBING IN POTS. RAINBIRD LDQ-08-12

IRRIGATION MAINLINE: PVC CLASS 200 SDR 21

1.25-INCH UNLESS OTHERWISE NOTED.

PIPE SLEEVE: PVC SCHEDULE 40

INSTALL AS SHOWN ON DESIGN OR TWICE THE SIZE OF THE

PIPE OR WIRE RUNNING THRU IT. NO TWO PIPES OR WIRE

BUNDLES SHALL SHARE THE SAME SLEEVE.

IRRIGATION_SCHEDULE

CODE DESCRIPTION

CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION

BACKFLOW AT THE APPROX LOCATION SHOWN. REMOVE OLD

BACKFLOW AND INSTALLED NEW AS NOTED. MAKE CONNECTION

TO EXISTING YARD HYDRANT FIXTURE. COORDINATE WITH CSU

IRRIGATION MAINTENANCE STAFF. ROUTE NEW PVC MAILNINE AS

INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER`S

REPRESENTATIVE. VERIFY PRESSURE AND FLOW ON SITE PRIOR

TO CONSTRUCTION. CONTRACTOR TO INSTALL BACKFLOW PER

NATIONAL PLUMBERS CODE AND PER LOCAL CODE. BACKFLOW

SHALL BE TESTED UPON INSTALLATION AND ANNUALLY

THEREAFTER.

WALL MOUNT NEW IRRIGATION CONTROLLER ON THE WALL

ABOVE BACKFLOW PREVENTOR. UTILIZE EXISTING WALL SLEEVE

TO ACCESS POWER INSIDE BUILDING. FINAL LOCATION TO BE

APPROVED BY OWNER`S REPRESENTATIVE. CONTROLLER TO BE

INSTALLED PER NATIONAL ELECTRIC CODE. INSTALL NEW WIRES

IN ELECTRICAL CONDUIT RATED FOR OUTDOOR USE, AND ROUTE

NEW CONTROL WIRES WITH NEW MAINLINE.

REFERENCE NOTES SCHEDULE

NORTH

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1 01/10/25 MLP MLP

2 02/03/25 MLP MLP

IR1.1

IRRIGATION PLAN

MPi Designs

PO BOX 369 ● AULT, CO ● 80610

970-402-3047 Michelle@MPiDesignsllc.com

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1 01/10/25 MLP MLP

2 02/03/25 MLP MLP

IR2.1

IRRIGATION DETAILS

MPi Designs

PO BOX 369 ● AULT, CO ● 80610

970-402-3047 Michelle@MPiDesignsllc.com

DRIP IRRIGATION

IN POTS

BACKFLOW PREVENTION

UNIT

DESIGN CRITERIA

1. BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION, INCLUDING LOCAL SUPPLEMENTS. THE

STRUCTURE IS CLASSIFIED AS A RISK CATEGORY II STRUCTURE.

2. WIND:

BASIC WIND SPEED, V: 140 MPH (3 SECOND GUST)

ALLOWABLE STRESS DESIGN WIND SPEED, Vasd: 109 MPH (3 SECOND GUST)

WIND EXPOSURE: C

3. SEISMIC:

SITE CLASS: D

SEISMIC DESIGN CATEGORY: B

SEISMIC IMPORTANCE FACTOR: 1.0

SS: 0.224

S1: 0.057

SDS: 0.179

SD1: 0.064

SOIL PREPARATION AND FOUNDATIONS

1. THE FOUNDATION SYSTEM IS DESIGNED AS RECOMMENDED IN THE GEOTECHNICAL INVESTIGATION PREPARED BY TERRACON, JOB NO. 20125006. A COPY IS IN THE SPECIFICATIONS OR IS AVAILABLE FOR

INSPECTION AT THE…

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