4-2-CS27006-27066900-Approved Plans.pdf

© COPYRIGHT DESIGN WEST ARCHITECTS 2026

PROJECT #:

DRAWN BY:

CHECKED BY:

ISSUED:

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DESIGN TEAM

PERRY REST AREA - LANDSCAPE IMPROVEMENTS

PERRY, UT

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LOGAN, UTAH

(435) 752-7031

SALT LAKE CITY, UTAH

(801) 539-8221

824308

K. ALTHOUSE

B. WRIGHT

06.26.2026

OWNER

LANDSCAPE

UTAH DIVISION OF FACILITIES AND

CONSTRUCTION MANAGEMENT

450 STATE ST. SUITE 4110

SALT LAKE CITY, UT 84114

PHONE: 435.230.2086

EMAIL: jcfrancis@utah.gov

CONTACT: CARL FRANCIS, PROJECT MANAGER

DESIGN WEST ARCHITECTS

255 SOUTH 300 WEST

LOGAN, UT 84321

PHONE: 435.752.7031

EMAIL: kenia@designwestarchitects.com

CONTACT: KENI ALTHOUSE, LANDSCAPE ARCHITECT

SURVEY

FORESIGHT LAND SURVEYING

2005 N 600 W

LOGAN, UT 84321

PHONE: 435.753.1910

EMAIL: jeff@foresightsurvey.com

CONTACT: JEFF NIELSEN, PROFESSIONAL LAND SURVEYOR

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DFCM APPROVAL

SHEET INDEX

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06.26.2026

G-001

COVER SHEET

G-001 COVER SHEET

G-002 GENERAL SPECIFICATIONS

G-003 GENERAL SPECIFICATIONS

C-001 SITE SPECIFICATIONS

C-002 SITE SPECIFICATIONS

C-100 DEMOLITION PLAN

C-101 SITE PLAN

C-501 SITE DETAILS

C-601 ADD ALTERNATES

L-001 LANDSCAPE SPECIFICATIONS

L-002 LANDSCAPE SPECIFICATIONS

L-101 PLANTING PLAN

L-201 IRRIGATION PLAN

L-501 LANDSCAPE DETAILS

L-502 LANDSCAPE DETAILS

SHEET INDEX

ADD ALTERNATE 1: CURB REPAIR - SEE C-601

ADD ALTERNATE 2: SOUTH LANDSCAPE AREA - SEE C-601

ADD ALTERNATES

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

THOMAS PETERSON

07/09/2026

824308

K. ALTHOUSE

B. WRIGHT

06.26.2026

© COPYRIGHT DESIGN WEST ARCHITECTS 202654321

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PROJECT #:

DRAWN BY:

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ISSUED:

LOGAN, UTAH

(435) 752-7031

SALT LAKE CITY, UTAH

(801) 539-8221

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G-002

GENERAL

SPECIFICATIONS

SECTION 00 0102

PROJECT INFORMATION

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

PROJECT NAME: PERRY REST AREA - LANDSCAPE UPGRADES.

THE OWNER, HEREINAFTER REFERRED TO AS OWNER: UTAH DIVISION OF FACILITIES AND

CONSTRUCTION MANAGEMENT

1.02 NOTICE TO PROSPECTIVE BIDDERS

A. PART OF THE INVITATION TO BID LETTER SENT BY THE OWNER.

B. THE "STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR A SMALL

PROJECT" A.I.A. DOCUMENT B155, LATEST EDITION ISSUED BY THE AMERICAN INSTITUTE OF

ARCHITECTS FOR USE IN SMALL CONSTRUCTION CONTRACTS WITH A STIPULATED SUM AS

THE SUGGESTED FOR OF CONTRACT AGREEMENT.

C. THESE DOCUMENTS CONSTITUTE AN INVITATION TO BID AND REQUEST FOR QUALIFICATIONS

FROM GENERAL CONTRACTORS FOR THE CONSTRUCTION OF THE PROJECT DESCRIBED

BELOW.

1.03 BID FORM

A. PART OF THE INVITATION TO BID LETTER SENT BY THE OWNER.

1.04 PROJECT DESCRIPTION

A. THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION OF A SMALL PROJECT"

A.I.A. FORM A205 LATEST EDITIONS ARE A PART AND CONDITION OF EACH DIVISION OF THESE

SPECIFICATIONS.

B. PROJECT CONSISTS OF LANDSCAPING AT THE PERRY AREA WITH THE FOLLOWING

AMENITIES: DEMOLITION, SITE, LANDSCAPE AND IRRIGATION.

1.05 PROCUREMENT TIMETABLE

A. THE OWNER RESERVES THE RIGHT TO CHANGE THE SCHEDULE OR TERMINATE THE ENTIRE

PROCUREMENT PROCESS AT ANY TIME.

1.06 PROCUREMENT DOCUMENTS

A. AVAILABILITY OF DOCUMENTS: COMPLETE SETS OF PROCUREMENT DOCUMENTS MAY BE

OBTAINED AT THE FOLLOWING ADDRESS:

DESIGN WEST ARCHITECTS

255 SOUTH 300 WEST

LOGAN, UTAH 84321

KENI ALTHOUSE, PLA

kenia@designwestarchitects.com

END OF SECTION

SECTION 01 3000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 CONSTRUCTION SCHEDULE

A. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ARCHITECT AND OWNER, A

BAR-CHART TYPE PROGRESS SCHEDULE FOR THE ENTIRE PROJECT, WITHIN SEVEN (7) DAYS

AFTER AWARD OF CONTRACT. PROVIDE A SEPARATE BAR FOR EACH WORK ITEM LISTED IN

THE SCHEDULE OF VALUES. INCLUDE APPROPRIATE TIME FOR PROJECT MOBILIZATION,

PROCUREMENT OF PRODUCTS, REVIEW AND RETURN OF SHOP DRAWINGS, INSTALLATION,

TESTING, FINAL CLEANUP AND INSTALLATION TIME FOR WORK UNDER SEPARATE

CONTRACTS. IDENTIFY EACH CALENDAR DAY THROUGHOUT THE SCHEDULE. HIGHLIGHT

CRITICAL PATH ELEMENTS OF THE SCHEDULE THAT ARE IMPORTANT TO COMPLETE THE

WORK ON TIME. CORRELATE THE ORGANIZATION OF THE SCHEDULE WITH THE DATE OF

SUBSTANTIAL COMPLETION INDICATED IN THE OWNER-CONTRACTOR AGREEMENT.

1.02 PROJECT COORDINATION & ADMINISTRATION

A. COORDINATE THE WORK OF THE COMPLETE PROJECT TO ASSURE AN EFFICIENT AND

ORDERLY SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS, AND FOR

INSTALLATION OF ITEMS FURNISHED AND INSTALLED BY OTHERS, WITH PROVISIONS FOR

ACCOMMODATING OTHER ITEMS TO BE INSTALLED LATER. UTILIZE SPACE EFFICIENTLY TO

MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, AND FOR MAINTENANCE.

1.03 PRE-CONSTRUCTION MEETING

A. MEET WITH THE OWNER'S DESIGNATED CONSTRUCTION REPRESENTATIVE BEFORE STARTING

CONSTRUCTION. DISCUSS PROCEDURES AND REQUIREMENTS FOR SITE ACCESS, WORK

HOURS, PARKING, DELIVERIES AND RECEIVING, DEBRIS AND WASTE RECEPTACLES,

TEMPORARY BARRICADES, AND CONSTRUCTION OPERATIONS THAT MAY BE OFFENSIVE.

1.04 MAINTENANCE OF CONSTRUCTION DOCUMENTS

A. THE CONTRACTOR SHALL MAINTAIN AT THE PROJECT SITE, A RECORD SET OF

CONSTRUCTION DOCUMENTS AND THE FOLLOWING RELATED DRAWINGS OR DOCUMENTS

PREPARED BY OTHERS: SHOP DRAWINGS AND DATA SHEETS PREPARED BY THE

MANUFACTURERS, FABRICATORS, AND SUPPLIERS.

B. DO NOT CONSTRUCT ANY PORTION OF THE WORK RELATED TO THESE DRAWINGS AT ANY

TIME WITHOUT SUCH DRAWINGS BEING AVAILABLE AT THE PROJECT SITE.

C. "AS BUILT" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR. DRAWINGS SHALL

INDICATE THE SIZE AND DIMENSIONS OF ALL CONCEALED AND UNDERGROUND WORK, AND

SHALL INDICATE DEPTH OF MAJOR CONDUIT AND PIPING.

1.05 PERMITS AND LOCAL CODES

A. THE LAWS IN FORCE AT THE BUILDING LOCATION SHALL GOVERN. THESE INCLUDE THE

LATEST EDITIONS OF THE INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL

CODE, INTERNATIONAL PLUMBING CODE, NATIONAL ELECTRIC CODE, LIFE SAFETY CODE, ANSI

117.1 AND LOCAL ORDINANCES. THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL

NECESSARY BUILDING PERMITS AND FOR INSPECTION SERVICES OF LOCAL AUTHORITIES AND

HIS OWN BUSINESS LICENSES. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS

SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF OCCUPATIONAL SAFETY AND HEALTH

STANDARDS, FEDERAL, STATE, COUNTY AND MUNICIPAL LAWS.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PROGRESS MEETINGS

A. SCHEDULE AND ADMINISTER MEETINGS THROUGHOUT PROGRESS OF THE WORK AT

MAXIMUM MONTHLY INTERVALS.

B. ATTENDANCE REQUIRED: JOB SUPERINTENDENT, MAJOR SUBCONTRACTORS AND

SUPPLIERS, OWNER, ARCHITECT, AS APPROPRIATE TO AGENDA TOPICS FOR EACH MEETING.

C. RECORD MINUTES AND DISTRIBUTE COPIES WITHIN TWO DAYS AFTER MEETING TO

PARTICIPANTS.

3.02 CONSTRUCTION PROGRESS SCHEDULE

A. IF PRELIMINARY SCHEDULE REQUIRES REVISION AFTER REVIEW, SUBMIT REVISED SCHEDULE

WITHIN 10 DAYS.

B. WITHIN 20 DAYS AFTER REVIEW OF PRELIMINARY SCHEDULE, SUBMIT DRAFT OF PROPOSED

COMPLETE SCHEDULE FOR REVIEW.

1. INCLUDE WRITTEN CERTIFICATION THAT MAJOR SUBCONTRACTORS HAVE REVIEWED AND

ACCEPTED PROPOSED SCHEDULE.

C. WITHIN 10 DAYS AFTER JOINT REVIEW, SUBMIT COMPLETE SCHEDULE.

D. SUBMIT UPDATED SCHEDULE WITH EACH APPLICATION FOR PAYMENT.

3.03 SUBMITTALS FOR REVIEW

A. WHEN THE FOLLOWING ARE SPECIFIED IN INDIVIDUAL SECTIONS, SUBMIT THEM FOR REVIEW:

1. PRODUCT DATA.

2. SHOP DRAWINGS.

3. SAMPLES FOR SELECTION.

4. SAMPLES FOR VERIFICATION.

B. SUBMIT TO ARCHITECT FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR

CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS.

C. SAMPLES WILL BE REVIEWED ONLY FOR AESTHETIC, COLOR, OR FINISH SELECTION.

D. AFTER REVIEW, PROVIDE COPIES AND DISTRIBUTE IN ACCORDANCE WITH SUBMITTAL

PROCEDURES ARTICLE BELOW AND FOR RECORD DOCUMENTS PURPOSES DESCRIBED IN

SECTION 01 7800 - CLOSEOUT SUBMITTALS.

3.04 SUBMITTALS FOR INFORMATION

A. WHEN THE FOLLOWING ARE SPECIFIED IN INDIVIDUAL SECTIONS, SUBMIT THEM FOR

INFORMATION:

1. DESIGN DATA.

2. CERTIFICATES.

3. TEST REPORTS.

4. INSPECTION REPORTS.

5. MANUFACTURER'S INSTRUCTIONS.

6. MANUFACTURER'S FIELD REPORTS.

7. OTHER TYPES INDICATED.

B. SUBMIT FOR ARCHITECT'S KNOWLEDGE AND CONTRACT ADMINISTRATOR OR FOR OWNER.

NO ACTION WILL BE TAKEN.

3.05 SUBMITTALS FOR PROJECT CLOSEOUT

A. SUBMIT CORRECTION PUNCH LIST FOR SUBSTANTIAL COMPLETION.

B. SUBMIT FINAL CORRECTION PUNCH LIST FOR SUBSTANTIAL COMPLETION.

C. WHEN THE FOLLOWING ARE SPECIFIED IN INDIVIDUAL SECTIONS, SUBMIT THEM AT PROJECT

CLOSEOUT:

1. PROJECT RECORD DOCUMENTS.

2. OPERATION AND MAINTENANCE DATA.

3. WARRANTIES.

4. BONDS.

5. OTHER TYPES AS INDICATED.

D. SUBMIT FOR OWNER'S BENEFIT DURING AND AFTER PROJECT COMPLETION.

3.06 NUMBER OF COPIES OF SUBMITTALS

A. DOCUMENTS FOR REVIEW:

1. SMALL SIZE SHEETS, NOT LARGER THAN 8-1/2 X 11 INCHES: SUBMIT THE NUMBER OF

COPIES THAT CONTRACTOR REQUIRES, PLUS TWO COPIES THAT WILL BE RETAINED BY

ARCHITECT. ELECTRONIC COPIES ARE ACCEPTABLE AND ENCOURAGED.

B. DOCUMENTS FOR INFORMATION: SUBMIT TWO COPIES. ELECTRONIC COPIES ARE

ACCEPTABLE AND ENCOURAGED.

C. SAMPLES: SUBMIT THE NUMBER SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS; ONE OF

WHICH WILL BE RETAINED BY ARCHITECT.

1. AFTER REVIEW, PRODUCE DUPLICATES.

2. RETAINED SAMPLES WILL NOT BE RETURNED TO CONTRACTOR UNLESS SPECIFICALLY SO

STATED.

3.07 SUBMITTAL PROCEDURES

A. SHOP DRAWING PROCEDURES:

1. PREPARE ACCURATE, DRAWN-TO-SCALE, ORIGINAL SHOP DRAWING DOCUMENTATION BY

INTERPRETING THE CONTRACT DOCUMENTS AND COORDINATING RELATED WORK.

2. GENERIC, NON-PROJECT SPECIFIC INFORMATION SUBMITTED AS SHOP DRAWINGS DO

NOT MEET THE REQUIREMENTS FOR SHOP DRAWINGS.

B. SEQUENTIALLY NUMBER THE TRANSMITTAL FORM. REVISE SUBMITTALS WITH ORIGINAL

NUMBER AND A SEQUENTIAL ALPHABETIC SUFFIX.

C. IDENTIFY PROJECT, CONTRACTOR, SUBCONTRACTOR OR SUPPLIER; PERTINENT DRAWING

AND DETAIL NUMBER, AND SPECIFICATION SECTION NUMBER, AS APPROPRIATE ON EACH

COPY.

D. APPLY CONTRACTOR'S STAMP, SIGNED OR INITIALED CERTIFYING THAT REVIEW, APPROVAL, VERIFICATION OF PRODUCTS REQUIRED, FIELD DIMENSIONS, ADJACENT CONSTRUCTION

WORK, AND COORDINATION OF INFORMATION IS IN ACCORDANCE WITH THE REQUIREMENTS

OF THE WORK AND CONTRACT DOCUMENTS.

E. FOR EACH SUBMITTAL FOR REVIEW, ALLOW 15 DAYS EXCLUDING DELIVERY TIME TO AND

FROM THE CONTRACTOR.

F. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM

LIMITATIONS THAT MAY BE DETRIMENTAL TO SUCCESSFUL PERFORMANCE OF THE

COMPLETED WORK.

G. PROVIDE SPACE FOR CONTRACTOR AND ARCHITECT REVIEW STAMPS.

H. WHEN REVISED FOR RESUBMISSION, IDENTIFY ALL CHANGES MADE SINCE PREVIOUS

SUBMISSION.

I. DISTRIBUTE REVIEWED SUBMITTALS AS APPROPRIATE. INSTRUCT PARTIES TO PROMPTLY

REPORT ANY INABILITY TO COMPLY WITH REQUIREMENTS.

J. SUBMITTALS NOT REQUESTED WILL NOT BE RECOGNIZED OR PROCESSED.

END OF SECTION

SECTION 01 4000

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SUBMITTALS

A. TESTING AGENCY QUALIFICATIONS:

1. PRIOR TO START OF WORK, SUBMIT AGENCY NAME, ADDRESS, AND TELEPHONE NUMBER,

AND NAMES OF FULL TIME REGISTERED ENGINEER AND RESPONSIBLE OFFICER.

B. TEST REPORTS: AFTER EACH TEST/INSPECTION, PROMPTLY SUBMIT TWO COPIES OF REPORT

TO ARCHITECT AND TO CONTRACTOR.

C. CERTIFICATES: WHEN SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS, SUBMIT

CERTIFICATION BY THE MANUFACTURER AND CONTRACTOR OR INSTALLATION/APPLICATION

SUBCONTRACTOR TO ARCHITECT, IN QUANTITIES SPECIFIED FOR PRODUCT DATA.

1. INDICATE MATERIAL OR PRODUCT CONFORMS TO OR EXCEEDS SPECIFIED

REQUIREMENTS. SUBMIT SUPPORTING REFERENCE DATA, AFFIDAVITS, AND

CERTIFICATIONS AS APPROPRIATE.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. MONITOR QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES,

SITE CONDITIONS, AND WORKMANSHIP, TO PRODUCE WORK OF SPECIFIED QUALITY.

B. COMPLY WITH MANUFACTURERS' INSTRUCTIONS, INCLUDING EACH STEP IN SEQUENCE.

C. SHOULD MANUFACTURERS' INSTRUCTIONS CONFLICT WITH CONTRACT DOCUMENTS,

REQUEST CLARIFICATION FROM ARCHITECT BEFORE PROCEEDING.

D. COMPLY WITH SPECIFIED STANDARDS AS MINIMUM QUALITY FOR THE WORK EXCEPT WHERE

MORE STRINGENT TOLERANCES, CODES, OR SPECIFIED REQUIREMENTS INDICATE HIGHER

STANDARDS OR MORE PRECISE WORKMANSHIP.

E. HAVE WORK PERFORMED BY PERSONS QUALIFIED TO PRODUCE REQUIRED AND SPECIFIED

QUALITY.

F. VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON SHOP DRAWINGS OR AS

INSTRUCTED BY THE MANUFACTURER.

G. SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO

WITHSTAND STRESSES, VIBRATION, PHYSICAL DISTORTION, AND DISFIGUREMENT.

3.02 DEFECT ASSESSMENT

A. REPLACE WORK OR PORTIONS OF THE WORK NOT CONFORMING TO SPECIFIED

REQUIREMENTS.

B. IF, IN THE OPINION OF THE ARCHITECT, IT IS NOT PRACTICAL TO REMOVE AND REPLACE THE

WORK, ARCHITECT WILL DIRECT AN APPROPRIATE REMEDY OR ADJUST PAYMENT.

END OF SECTION

SECTION 01 5639

TEMPORARY TREE AND PLANT PROTECTION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. CONTRACTOR SHALL PROTECT AND AVOID DAMAGING EXISTING TREES, SHRUBS,

LANDSCAPE, AND ADJACENT VEGETATION.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 GENERAL

A. VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE LIMITED TO AREAS MARKED. THRU-TRAFFIC

AND STOCKPILING OF EQUIPMENT AND MATERIALS ARE NOT PERMITTED WITHIN MARKED

AREAS.

B. NO CONSTRUCTION ROADS ARE TO BE CREATED WITHIN THE DRIP LINES OF ANY TREES OR

OTHER VEGETATION DESIGNATED TO BE SAVED WITHOUT APPROVAL OF LANDSCAPE

ARCHITECT.

3.02 PROTECTED AREAS

A. PROTECTED AREAS ARE DESIGNATED BY THE TREE DRIPLINE. CONTRACTOR SHALL

ADEQUATELY MARK AREAS.

1. NO ACCESS OF CONSTRUCTION VEHICLES OR WORKERS ON FOOT IS PERMITTED

THROUGH PROTECTED AREAS.

2. NO MATERIAL SHALL BE STOCKPILED AND NO EQUIPMENT SHALL BE PARKED OR

REPAIRED WITHIN THESE AREAS.

3.03 TREES AND PLANTINGS

A. TREES DESIGNATED TO BE PRESERVED WITHIN THE LIMITS OF CONSTRUCTION, SHALL BE

PROTECTED FROM DAMAGE ASSOCIATED WITH CONSTRUCTION.

3.04 EXCAVATED AREAS

A. WHERE EXCAVATION FOR NEW CONSTRUCTION IS REQUIRED WITHIN DRIP LINE OF TREES,

HAND CLEAR AND EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. USE NARROW-TINE

SPADING FORKS, COMB SOIL TO EXPOSE ROOTS, AND CLEANLY CUT ROOTS AS CLOSE TO

EXCAVATION AS POSSIBLE.

1. COVER EXPOSED ROOTS WITH BURLAP AND WATER REGULARLY TO PREVENT ROOTS

FROM DRYING OUT. BACKFILL WITH SOIL AS SOON AS POSSIBLE.

2. TEMPORARILY SUPPORT AND PROTECT ROOTS FROM DAMAGE UNTIL THEY ARE

PERMANENTLY RELOCATED AND COVERED WITH SOIL.

3. COAT CUT FACES OF ROOTS MORE THAN 1-1/2 INCHES IN DIAMETER WITH AN EMULSIFIED

ASPHALT OR OTHER APPROVED COATING FORMULATED FOR USE ON DAMAGED PLANT

TISSUES.

3.05 DAMAGE TO EXISTING VEGETATION

A. ANY TREES DAMAGED DURING CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED BY A

CERTIFIED ARBORIST ACCEPTABLE TO THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S

EXPENSE.

B. ANY TREE JUDGED BY THE ACCEPTED CERTIFIED ARBORIST TO BE DAMAGED BEYOND REPAIR

SHALL BE REMOVED AT CONTRACTOR'S EXPENSE.

C. FOR EACH TREE ERRONEOUSLY REMOVED OR DAMAGED BEYOND REPAIR, AN ASSESSMENT

WILL BE IMMEDIATELY WITHHELD FROM CONTRACTOR'S PROGRESS PAYMENTS.

1. THIS ASSESSMENT WILL BE EQUAL TO THE VALUE OF THE TREE PRIOR TO DAMAGE.

2. THIS ASSESSMENT WILL BE DETERMINED BY A TREE APPRAISER, SELECTED BY

LANDSCAPE ARCHITECT AND PAID FOR BY CONTRACTOR.

3. THE COST FOR HIRING A TREE APPRAISER SHALL ALSO BE WITHHELD FROM

CONTRACTOR'S PROGRESS PAYMENTS.

D. CONTRACTOR SHALL REPLACE EACH DAMAGED TREE WITH NURSERY-GROWN MATERIAL OF

SIMILAR SIZE AND OF THE SAME OR APPROVED SPECIES.

1. REPLACEMENT TREES SHALL BE THE GREATER OF A TWO (2)-INCH CALIPER OR SIZE

EQUIVALENT TO THE SIZE OF THE DAMAGED TREE, BALLED AND BURLAPPED, AND

PLANTED IN ACCORDANCE WITH THE PROVISIONS OUTLINED IN THESE SPECIFICATIONS.

E. DAMAGED VEGETATION SHALL BE REPLACED BY CONTRACTOR WITH AN EQUAL VALUE PER

SQUARE FOOT OF DAMAGE.

END OF SECTION

SECTION 01 6000

PRODUCT REQUIREMENTS

PART 1 GENERAL

1.01 SUBMITTALS

A. PRODUCT DATA SUBMITTALS: SUBMIT MANUFACTURER'S STANDARD PUBLISHED DATA.

MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, AND OTHER

DATA. SUPPLEMENT MANUFACTURERS' STANDARD DATA TO PROVIDE INFORMATION

SPECIFIC TO THIS PROJECT.

B. SAMPLE SUBMITTALS: ILLUSTRATE FUNCTIONAL AND AESTHETIC CHARACTERISTICS OF THE

PRODUCT, WITH INTEGRAL PARTS AND ATTACHMENT DEVICES. COORDINATE SAMPLE

SUBMITTALS FOR INTERFACING WORK.

PART 2 PRODUCTS

2.01 NEW PRODUCTS

A. PROVIDE NEW PRODUCTS UNLESS SPECIFICALLY REQUIRED OR PERMITTED BY THE

CONTRACT DOCUMENTS.

2.02 PRODUCT OPTIONS

A. PRODUCTS SPECIFIED BY REFERENCE STANDARDS OR BY DESCRIPTION ONLY: USE ANY

PRODUCT MEETING THOSE STANDARDS OR DESCRIPTION.

B. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS: USE A PRODUCT OF ONE

OF THE MANUFACTURERS NAMED AND MEETING SPECIFICATIONS, NO OPTIONS OR

SUBSTITUTIONS ALLOWED.

C. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS WITH A PROVISION FOR

SUBSTITUTIONS: SUBMIT A REQUEST FOR SUBSTITUTION FOR ANY MANUFACTURER NOT

NAMED.

PART 3 EXECUTION

3.01 SUBSTITUTION PROCEDURES

A. SUBSTITUTION REQUESTS MUST BE SUBMITTED DURING THE BID PERIOD. BID QUESTIONS

AND SUBSTITUTION REQUESTS WILL BE ADDRESSED BY THE ARCHITECT AND APPROVED BY

DFCM UNTIL 72 HOURS PRIOR TO THE BID DATE PUBLISHED BY THE CONSTRUCTION

MANAGER.

B. DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF

PROPOSED SUBSTITUTION WITH CONTRACT DOCUMENTS.

C. A REQUEST FOR SUBSTITUTION CONSTITUTES A REPRESENTATION THAT THE SUBMITTER:

1. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR EXCEEDS

THE QUALITY LEVEL OF THE SPECIFIED PRODUCT.

2. WILL PROVIDE THE SAME WARRANTY FOR THE SUBSTITUTION AS FOR THE SPECIFIED

PRODUCT.

3. WILL COORDINATE INSTALLATION AND MAKE CHANGES TO OTHER WORK THAT MAY BE

REQUIRED FOR THE WORK TO BE COMPLETE WITH NO ADDITIONAL COST TO OWNER.

4. WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION THAT MAY SUBSEQUENTLY

BECOME APPARENT.

D. SUBSTITUTION SUBMITTAL PROCEDURE:

1. SUBMIT THREE COPIES OF REQUEST FOR SUBSTITUTION FOR CONSIDERATION. LIMIT EACH

REQUEST TO ONE PROPOSED SUBSTITUTION.

2. SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND CERTIFIED TEST RESULTS ATTESTING TO

THE PROPOSED PRODUCT EQUIVALENCE. BURDEN OF PROOF IS ON PROPOSER.

3. THE ARCHITECT WILL NOTIFY CONTRACTOR BY ADDENDUM OF DECISION TO ACCEPT.

END OF SECTION

SECTION 01 7000

EXECUTION AND CLOSEOUT REQUIREMENTS

PART 1 GENERAL

1.01 PROJECT CONDITIONS

A. GRADE SITE TO DRAIN. MAINTAIN EXCAVATIONS FREE OF WATER. PROVIDE, OPERATE, AND

MAINTAIN PUMPING EQUIPMENT.

B. DUST CONTROL: EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM

CONSTRUCTION OPERATIONS. PROVIDE POSITIVE MEANS TO PREVENT AIR-BORNE DUST

FROM DISPERSING INTO ATMOSPHERE AND OVER ADJACENT PROPERTY.

C. EROSION AND SEDIMENT CONTROL: PLAN AND EXECUTE WORK BY METHODS TO CONTROL

SURFACE DRAINAGE FROM CUTS AND FILLS, FROM BORROW AND WASTE DISPOSAL AREAS.

PREVENT EROSION AND SEDIMENTATION.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 GENERAL INSTALLATION REQUIREMENTS

A. INSTALL PRODUCTS AS SPECIFIED IN INDIVIDUAL SECTIONS, IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND SO AS TO AVOID WASTE

DUE TO NECESSITY FOR REPLACEMENT.

B. MAKE VERTICAL ELEMENTS PLUMB AND HORIZONTAL ELEMENTS LEVEL, UNLESS

OTHERWISE INDICATED.

C. INSTALL EQUIPMENT AND FITTINGS PLUMB AND LEVEL, NEATLY ALIGNED WITH ADJACENT

VERTICAL AND HORIZONTAL LINES, UNLESS OTHERWISE INDICATED.

D. MAKE CONSISTENT TEXTURE ON SURFACES, WITH SEAMLESS TRANSITIONS, UNLESS

OTHERWISE INDICATED.

E. MAKE NEAT TRANSITIONS BETWEEN DIFFERENT SURFACES, MAINTAINING TEXTURE AND

APPEARANCE.

3.02 PROGRESS CLEANING

A. MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. MAINTAIN SITE IN A

CLEAN AND ORDERLY CONDITION.

3.03 PROTECTION OF INSTALLED WORK

A. PROTECT INSTALLED WORK FROM DAMAGE BY CONSTRUCTION OPERATIONS.

B. PROVIDE SPECIAL PROTECTION WHERE SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS.

C. REMOVE PROTECTIVE COVERINGS WHEN NO LONGER NEEDED; REUSE OR RECYCLE PLASTIC

COVERINGS IF POSSIBLE.

3.04 FINAL CLEANING

A. USE CLEANING MATERIALS THAT ARE NON-HAZARDOUS.

B. CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO VIEW; REMOVE

TEMPORARY LABELS, STAINS AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND

GLOSSY SURFACES, VACUUM CARPETED AND SOFT SURFACES.

C. REMOVE ALL LABELS THAT ARE NOT PERMANENT. DO NOT PAINT OR OTHERWISE COVER FIRE

TEST LABELS OR NAMEPLATES ON MECHANICAL AND ELECTRICAL EQUIPMENT.

D. CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH CLEANING MATERIALS

APPROPRIATE TO THE SURFACE AND MATERIAL BEING CLEANED.

3.05 CLOSEOUT PROCEDURES

A. MAKE SUBMITTALS THAT ARE REQUIRED BY GOVERNING OR OTHER AUTHORITIES.

B. NOTIFY ARCHITECT WHEN WORK IS CONSIDERED READY FOR SUBSTANTIAL COMPLETION.

C. SUBMIT WRITTEN CERTIFICATION CONTAINING CONTRACTOR'S CORRECTION PUNCH LIST,

THAT CONTRACT DOCUMENTS HAVE BEEN REVIEWED, WORK HAS BEEN INSPECTED, AND

THAT WORK IS COMPLETE IN ACCORDANCE WITH CONTRACT DOCUMENTS AND READY FOR

ARCHITECT'S SUBSTANTIAL COMPLETION INSPECTION.

D. NOTIFY ARCHITECT WHEN WORK IS CONSIDERED FINALLY COMPLETE AND READY FOR

ARCHITECT'S SUBSTANTIAL COMPLETION FINAL INSPECTION.

E. COMPLETE ITEMS OF WORK DETERMINED BY ARCHITECT LISTED IN EXECUTED CERTIFICATE

OF SUBSTANTIAL COMPLETION.

END OF SECTION

SECTION 01 7800

CLOSEOUT SUBMITTALS

PART 1 GENERAL

1.01 SUBMITTALS

A. PROJECT RECORD DOCUMENTS: SUBMIT DOCUMENTS TO ARCHITECT FOR FINAL

IMPLEMENTATION OF CHANGES DURING THE CONSTRUCTION PROCESS TO CREATE "RECORD"

OR "AS-BUILT" DOCUMENTS AS THEY ARE COMMONLY KNOWN.

B. OPERATION AND MAINTENANCE DATA

C. WARRANTIES AND BONDS: FOR EQUIPMENT OR COMPONENT PARTS OF EQUIPMENT PUT

INTO SERVICE DURING CONSTRUCTION WITH OWNER'S PERMISSION, SUBMIT DOCUMENTS

WITHIN 10 DAYS AFTER ACCEPTANCE.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.01 PROJECT RECORD DOCUMENTS

A. MAINTAIN ON SITE ONE SET OF THE FOLLOWING RECORD DOCUMENTS; RECORD ACTUAL

REVISIONS TO THE WORK:

1. DRAWINGS.

2. ADDENDA.

3. CHANGE ORDERS AND OTHER MODIFICATIONS TO THE CONTRACT.

3.02 OPERATION AND MAINTENANCE DATA

A. SOURCE DATA: FOR EACH PRODUCT OR SYSTEM, LIST NAMES, ADDRESSES AND TELEPHONE

NUMBERS OF SUBCONTRACTORS AND SUPPLIERS, INCLUDING LOCAL SOURCE OF SUPPLIES

AND REPLACEMENT PARTS.

B. PRODUCT DATA: MARK EACH SHEET TO CLEARLY IDENTIFY SPECIFIC PRODUCTS AND

COMPONENT PARTS, AND DATA APPLICABLE TO INSTALLATION. DELETE INAPPLICABLE

INFORMATION.

C. DRAWINGS: SUPPLEMENT PRODUCT DATA TO ILLUSTRATE RELATIONS OF COMPONENT

PARTS OF EQUIPMENT AND SYSTEMS, TO SHOW CONTROL AND FLOW DIAGRAMS. DO NOT

USE PROJECT RECORD DOCUMENTS AS MAINTENANCE DRAWINGS.

3.03 WARRANTIES AND BONDS

A. OBTAIN WARRANTIES AND BONDS, EXECUTED IN DUPLICATE BY RESPONSIBLE

SUBCONTRACTORS, SUPPLIERS, AND MANUFACTURERS, WITHIN 10 DAYS AFTER

COMPLETION OF THE APPLICABLE ITEM OF WORK. EXCEPT FOR ITEMS PUT INTO USE WITH

OWNER'S PERMISSION, LEAVE DATE OF BEGINNING OF TIME OF WARRANTY UNTIL THE DATE

OF SUBSTANTIAL COMPLETION IS DETERMINED.

END OF SECTION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

B. WRIGHT

06.26.2026

© COPYRIGHT DESIGN WEST ARCHITECTS 202654321

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PROJECT #:

DRAWN BY:

CHECKED BY:

ISSUED:

LOGAN, UTAH

(435) 752-7031

SALT LAKE CITY, UTAH

(801) 539-8221

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06.26.2026

G-003

GENERAL

SPECIFICATIONS

SECTION 02 4119

SELECTIVE SITE DEMOLITION

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND

SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 01 SPECIFICATION SECTIONS, APPLY TO

THIS SECTION.

1.02 SECTION INCLUDES

A. DEMOLITION AND REMOVAL OF SELECTED SITE ELEMENTS.

B. SALVAGE OF EXISTING ITEMS TO BE REUSED OR RECYCLED.

1.03 RELATED SECTIONS

A. DIVISION 31 2300 "EARTHWORK" FOR SITE CLEARING AND REMOVAL OF ABOVE- AND

BELOW-GRADE IMPROVEMENTS.

1.04 DEFINITIONS

A. REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM

OFF-SITE, UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED AND

REINSTALLED.

B. REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DELIVER THEM

TO OWNER READY FOR REUSE.

C. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM

FOR REUSE, AND REINSTALL THEM WHERE INDICATED.

D. EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE REMOVED

AND THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND SALVAGED, OR

REMOVED AND REINSTALLED.

1.05 SUBMITTALS

A. QUALIFICATION DATA: FOR DEMOLITION FIRM.

B. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE THE FOLLOWING:

1. DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL WORK, WITH STARTING

AND ENDING DATES FOR EACH ACTIVITY. ENSURE OWNER'S OTHER TENANTS' ON-SITE

OPERATIONS ARE UNINTERRUPTED.

2. INTERRUPTION OF UTILITY SERVICES. INDICATE HOW LONG UTILITY SERVICES WILL BE

INTERRUPTED.

3. COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES.

4. LOCATIONS OF PROPOSED DUST AND NOISE CONTROL, TEMPORARY PARTITIONS AND

MEANS OF EGRESS, INCLUDING FOR OTHER TENANTS AFFECTED BY SELECTIVE

DEMOLITION OPERATIONS.

5. COORDINATION OF OWNER'S CONTINUING OCCUPANCY OF PORTIONS OF EXISTING SITE

AND OF OWNER'S PARTIAL OCCUPANCY OF COMPLETED WORK.

6. MEANS OF PROTECTION FOR ITEMS TO REMAIN AND ITEMS IN PATH OF WASTE REMOVAL

FROM SITE.

C. INVENTORY: AFTER SELECTIVE DEMOLITION IS COMPLETE, SUBMIT A LIST OF ITEMS THAT

HAVE BEEN REMOVED AND SALVAGED.

D. PREDEMOLITION PHOTOGRAPHS OR VIDEOTAPES: SHOW EXISTING CONDITIONS OF

ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS, INCLUDING FINISH SURFACES, THAT

MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS.

E. LANDFILL RECORDS: INDICATE RECEIPT AND ACCEPTANCE OF HAZARDOUS WASTES BY A

LANDFILL FACILITY LICENSED TO ACCEPT HAZARDOUS WASTES.

1.06 QUALITY ASSURANCE

A. DEMOLITION FIRM QUALIFICATIONS: AN EXPERIENCED FIRM THAT HAS SPECIALIZED IN

DEMOLITION WORK SIMILAR IN MATERIAL AND EXTENT TO THAT INDICATED FOR THIS

PROJECT.

B. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS

BEFORE BEGINNING SELECTIVE DEMOLITION. COMPLY WITH HAULING AND DISPOSAL

REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

C. STANDARDS: COMPLY WITH ANSI A10.6 AND NFPA 241

D. PREDEMOLITION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE. REVIEW METHODS

AND PROCEDURES RELATED TO SELECTIVE DEMOLITION INCLUDING, BUT NOT LIMITED TO,

THE FOLLOWING:

1. INSPECT AND DISCUSS CONDITION OF CONSTRUCTION TO BE SELECTIVELY DEMOLISHED.

2. REVIEW AND FINALIZE SELECTIVE DEMOLITION AND VERIFY AVAILABILITY OF MATERIALS, DEMOLITION PERSONNEL, EQUIPMENT, AND FACILITIES NEEDED TO MAKE PROGRESS AND

AVOID DELAYS.

3. REVIEW REQUIREMENTS OF WORK PERFORMED BY OTHER TRADES THAT RELY ON

SUBSTRATES EXPOSED BY SELECTIVE DEMOLITION OPERATIONS.

4. REVIEW AREAS WHERE EXISTING CONSTRUCTION IS TO REMAIN AND REQUIRES

PROTECTION.

1.07 PROJECT CONDITIONS

A. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE WILL BE MAINTAINED

BY OWNER AS FAR AS PRACTICAL.

1. BEFORE SELECTIVE DEMOLITION, OWNER WILL REMOVE THE ITEMS TO BE SALVAGED BY

THE OWNER. COORDINATE OTHER ITEMS WITH THE ARCHITECT.

B. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DRAWINGS

BEFORE PROCEEDING WITH SELECTIVE DEMOLITION.

C. HAZARDOUS MATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE

ENCOUNTERED IN THE WORK.

1. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER BEFORE START OF THE WORK OR

HAVE BEEN REMOVED BY OWNER UNDER A SEPARATE CONTRACT.

2. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED,

DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER. OWNER WILL REMOVE

HAZARDOUS MATERIALS UNDER A SEPARATE CONTRACT.

D. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE IS NOT PERMITTED.

E. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND

PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.

1. MAINTAIN FIRE-PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION

OPERATIONS.

1.08 WARRANTY

A. EXISTING WARRANTIES: REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES

CUT OR DAMAGED DURING SELECTIVE DEMOLITION, BY METHODS AND WITH MATERIALS SO

AS NOT TO VOID EXISTING WARRANTIES.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 EXAMINATION

A. VERIFY THAT UTILITIES HAVE BEEN SHUT OFF AND READY TO BE CAPPED.

B. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO

DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED.

C. INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND REINSTALLED AND

ITEMS TO BE REMOVED AND SALVAGED.

D. SURVEY OF EXISTING CONDITIONS: RECORD EXISTING CONDITIONS BY USE OF MEASURED

DRAWINGS, PRECONSTRUCTION PHOTOGRAPHS, PRECONSTRUCTION VIDEO, AND

TEMPLATES.

E. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM

SELECTIVE DEMOLITION ACTIVITIES.

3.02 UTILITY SERVICES

A. EXISTING SERVICES/SYSTEMS: MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND

PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.

A. SERVICE/SYSTEM REQUIREMENTS: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF

INDICATED UTILITY SERVICES AND OTHER SYSTEMS SERVING AREAS TO BE SELECTIVELY

DEMOLISHED.

1. OWNER WILL ARRANGE TO SHUT OFF INDICATED SERVICES/SYSTEMS WHEN REQUESTED

BY CONTRACTOR.

2. ARRANGE TO SHUT OFF INDICATED UTILITIES WITH THE OWNER.

3. IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED,

BEFORE PROCEEDING WITH SELECTIVE DEMOLITION PROVIDE TEMPORARY

SERVICES/SYSTEMS THAT BYPASS AREA OF SELECTIVE DEMOLITION AND THAT MAINTAIN

CONTINUITY OF SERVICES/SYSTEMS.

3.03 PREPARATION

A. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND

DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS,

WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

B. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION

REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND

FACILITIES TO REMAIN.

1. PROVIDE PROTECTION TO ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE

DEMOLITION AREA AND TO AND FROM OCCUPIED PORTIONS OF THE SITE.

2. PROVIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL BETWEEN SELECTIVE

DEMOLITION OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES, TO PREVENT WATER

DAMAGE TO CRITICAL AREAS.

C. TEMPORARY SHORING: PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL

SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT,

OR COLLAPSE OF CONSTRUCTION AND ITEMS TO REMAIN, AND TO PREVENT UNEXPECTED OR

UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.

1. STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF

SELECTIVE DEMOLITION.

D. NO CLEARING, DEMOLITION, OR REMOVAL OF ANY KIND SHALL PROCEED UNTIL ALL EXISTING

TREES, IMPROVEMENTS, ETC. TO BE REMOVED HAVE BEEN ESTABLISHED AND ARE

INSPECTED AND DOCUMENTED BY THE OWNER.

E. ESTABLISH NECESSARY CLEARING LIMITS WITHIN THE CONSTRUCTION LIMITS. MARK ALL

TREES, SHRUBS, STRUCTURES, FENCES, CONCRETE, AND OTHER IMPROVEMENTS TO BE

REMOVED.

F. WITHIN 10 FEET OF CLEARING LIMITS, INSPECT, PHOTOGRAPH WITH VIDEO, AND RECORD

CONDITION OF CONCRETE SLABS, STRUCTURES, LANDSCAPING AND OTHER FEATURES TO

REMAIN WHICH MIGHT BE AFFECTED BY WORK. ALLOW OWNER TO VIEW TAPE AND

APPROVE PRIOR TO PROCEEDING WITH THE WORK.

G. TREES, SHRUBS AND LAWN, AREAS TO RECEIVE PLANTING, FENCES, SPRINKLERS AND

OTHER IMPROVEMENTS THAT ARE NOT TO BE REMOVED SHALL BE PROTECTED FROM

DAMAGE OR INJURY. IF DAMAGED OR REMOVED, THEY SHALL BE RESTORED OR REPLACED IN

AS NEARLY THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLY POSSIBLE. TREES,

SHRUBS, AND IMPROVEMENTS NOT TO BE REMOVED SHALL BE MARKED IN FIELD BY OWNER

AND/OR SHOWN ON THE DRAWINGS.

H. GIVE REASONABLE NOTICE TO OWNER TO PERMIT HIM TO SALVAGE PLANTS, TREES, FENCES, SPRINKLERS AND OTHER IMPROVEMENTS WITHIN THE CONSTRUCTION LIMITS THAT MAY BE

DESTROYED BECAUSE OF THE WORK.

I. NOTIFY INTERESTED UTILITY COMPANIES TO BE PRESENT IF DISTURBING GROUND IN THE

VICINITY OF UTILITIES.

J. PROTECT ACTIVE UTILITY SYSTEMS ADJACENT TO OR UNCOVERED BY ANY EXCAVATION

DURING SITE PREPARATION.

K. MAINTAIN BENCHMARKS, MONUMENTS AND OTHER REFERENCE POINTS AND CONSTRUCTION

STAKES.

L. PROTECT ALL IMPROVEMENTS TO REMAIN OR OUTSIDE OF CONSTRUCTION FROM TREE

REMOVAL AND/OR PRUNING WORK.

3.04 CLEARING AND GRUBBING

A. PRIOR TO ANY CONSTRUCTION, REMOVE UNSUITABLE SOILS AND VEGETATION FROM BELOW

FOUNDATIONS, FLOOR SLABS, EXTERIOR CONCRETE FLATWORK, AND ASPHALT CONCRETE

PAVEMENTS AND ROADS.

3.05 SELECTIVE DEMOLITION, GENERAL

A. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT

REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO

COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS:

1. PROCEED WITH SELECTIVE DEMOLITION SYSTEMATICALLY.

2. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS

REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO

REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS

DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE

DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN.

3. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO

AVOID MARRING EXISTING FINISHED SURFACES.

4. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE

MATERIALS. MAINTAIN FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING

FLAME-CUTTING OPERATIONS.

5. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER TO GROUND BY METHOD

SUITABLE TO AVOID FREE FALL AND TO PREVENT GROUND IMPACT OR DUST

GENERATION.

6. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY.

B. REMOVED AND SALVAGED ITEMS:

1. CLEAN SALVAGED ITEMS.

2. PACK OR CRATE ITEMS AFTER CLEANING. IDENTIFY CONTENTS OF CONTAINERS.

3. STORE ITEMS IN A SECURE AREA UNTIL DELIVERY TO OWNER.

4. TRANSPORT ITEMS TO OWNER'S STORAGE AREA ON-SITE.

5. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE.

C. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST

DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY ARCHITECT,

ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING

SELECTIVE DEMOLITION AND CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS

AFTER SELECTIVE DEMOLITION OPERATIONS ARE COMPLETE.

3.06 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. TOPSOIL:

1. BEFORE ANY CONSTRUCTION ACTIVITY BEGINS, REMOVE TOPSOIL AND STOCKPILE FOR

RE-USE.

2. TOPSOIL SHALL BE PROTECTED FROM CONTAMINATION BY WEEDS, DEBRIS, ETC. AND

SHALL BE REPLACED, GRADED AND LIGHTLY COMPACTED BY CONTRACTOR AT

COMPLETION OF PROJECT.

B. CONCRETE:

1. DEMOLISH IN SECTIONS. CUT CONCRETE FULL DEPTH AT JUNCTURES WITH

CONSTRUCTION TO REMAIN AND AT REGULAR INTERVALS, USING POWER-DRIVEN SAW,

THEN REMOVE CONCRETE BETWEEN SAW CUTS.

2. CONCRETE SLABS-ON-GRADE: SAW-CUT PERIMETER OF AREA TO BE DEMOLISHED, THEN

BREAK UP AND REMOVE.

3. CONCRETE SHALL BE REMOVED TO NEATLY SAWED EDGES WITH SAW CUTS MADE TO A

MINIMUM DEPTH OF 4 INCHES.

4. CONCRETE SIDEWALK OR DRIVEWAY TO BE REMOVED SHALL BE NEATLY SAWED IN

STRAIGHT LINES EITHER PARALLEL TO THE CURB OR AT RIGHT ANGLES TO THE

ALIGNMENT OF THE SIDEWALK. NO SECTION TO BE REPLACED SHALL BE SMALLER THAN

30 INCHES IN EITHER LENGTH OR WIDTH.

5. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, IF THE SAWCUT WOULD FALL WITHIN 30

INCHES OF A CONSTRUCTION JOINT, EXPANSION JOINT, OR EDGE, THE CONCRETE SHALL

BE REMOVED TO THE JOINT OR EDGE, EXCEPT THAT WHERE THE SAW CUT WOULD FALL

WITHIN 12 INCHES OF A SCORE MARK, THE SAW CUT SHALL BE MADE IN AND ALONG THE

SCORE MARK.

6. CURB AND GUTTER TO BE REMOVED SHALL BE SAWED TO A DEPTH OF 1-1/2 INCHES ON A

NEAT LINE AT RIGHT ANGLES TO THE CURB FACE.

C. ASPHALTIC CONCRETE PAVEMENT:

1. SAWING SHALL BE USED TO ENSURE THE BREAKAGE OF PAVEMENT ALONG STRAIGHT

LINES.

2. DISPOSE OF ASPHALT PAVEMENT TO BE REMOVED AT A SUITABLE OFFSITE LOCATION IN

ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES.

D. FENCES AND MISCELLANEOUS OBSTRUCTIONS

1. NO DEMOLITION OR REMOVAL OF FENCES OR MISCELLANEOUS OBSTRUCTIONS SHALL

PROCEED UNTIL CLEARANCE IS OBTAINED FROM THE OWNER.

3.07 DISPOSAL OF DEMOLISHED MATERIALS

A. GENERAL: EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE RECYCLED, REUSED,

SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN OWNER'S PROPERTY,

REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN

AN EPA-APPROVED LANDFILL.

1. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE.

2. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON

ADJACENT SURFACES AND AREAS.

B. BURNING: DO NOT BURN DEMOLISHED MATERIALS.

C. DISPOSAL: TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY

DISPOSE OF THEM.

3.08 CLEANING

A. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED

BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING

BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN.

END OF SECTION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

B. WRIGHT

06.26.2026

© COPYRIGHT DESIGN WEST ARCHITECTS 202654321

A

B

D

C

PROJECT #:

DRAWN BY:

CHECKED BY:

ISSUED:

LOGAN, UTAH

(435) 752-7031

SALT LAKE CITY, UTAH

(801) 539-8221

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BLAKE C. WRIGHT

06.26.2026

C-001

SITE

SPECIFICATIONS

SECTION 31 1000

SITE CLEARING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. CLEARING AND PROTECTION OF VEGETATION.

B. CLEARING AND GRUBBING.

C. STRIPPING AND STOCKPILING TOPSOIL.

D. REMOVING ABOVE- AND BELOW- GRADE SITE IMPROVEMENTS.

E. TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES.

F. REMOVAL OF EXISTING DEBRIS.

1.02 DEFINITIONS

A. TOPSOIL: NATURAL OR CULTIVATED SURFACE-SOIL LAYER CONTAINING ORGANIC MATTER

AND SAND, SILT, AND CLAY PARTICLES; FRIABLE, PERVIOUS, AND BLACK OR A DARKER

SHADE OF BROWN, GRAY, OR RED THAN UNDERLYING SUBSOIL; REASONABLY FREE OF

SUBSOIL, CLAY LUMPS, GRAVEL, AND OTHER OBJECTS MORE THAN 2 INCHES IN DIAMETER;

AND FREE OF SUBSOIL AND WEEDS, ROOTS, TOXIC MATERIALS, OR OTHER NON-SOIL

MATERIALS.

1.03 MATERIAL OWNERSHIP

A. EXCEPT FOR STRIPPED TOPSOIL OR OTHER MATERIALS INDICATED TO REMAIN OWNER'S

PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY AND SHALL BE

REMOVED FROM PROJECT SITE.

1.04 SUBMITTALS

A. PHOTOGRAPHS OR VIDEOTAPE, SUFFICIENTLY DETAILED, OF EXISTING CONDITIONS OF TREES

AND PLANTINGS, ADJOINING CONSTRUCTION, AND SITE IMPROVEMENTS THAT MIGHT BE

MISCONSTRUED AS DAMAGE CAUSED BY SITE CLEARING.

C. RECORD DRAWINGS, IDENTIFYING AND ACCURATELY LOCATING CAPPED UTILITIES AND

OTHER SUBSURFACE STRUCTURAL, ELECTRICAL, AND MECHANICAL CONDITIONS.

1.05 QUALITY ASSURANCE

A. PRE-INSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE FOR PROJECT

MANAGEMENT AND COORDINATION.

1.06 PROJECT CONDITIONS

A. TRAFFIC: MINIMIZE INTERFERENCE WITH ADJOINING ROADS, STREETS, WALKS, AND OTHER

ADJACENT OCCUPIED OR USED FACILITIES DURING SITE-CLEARING OPERATIONS.

1. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR

USED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING

JURISDICTION.

2. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF

REQUIRED BY AUTHORITIES HAVING JURISDICTION.

B. SALVABLE IMPROVEMENTS: CAREFULLY REMOVE ITEMS INDICATED TO BE SALVAGED AND

STORE ON OWNER'S PREMISES WHERE APPROVED.

C. UTILITY LOCATOR SERVICE: NOTIFY UTILITY LOCATOR SERVICE FOR AREA WHERE PROJECT

IS LOCATED BEFORE SITE CLEARING.

D. DO NOT COMMENCE SITE CLEARING OPERATIONS UNTIL TEMPORARY EROSION AND

SEDIMENTATION CONTROL MEASURES ARE IN PLACE.

PART 2 PRODUCTS

2.01 SOIL MATERIALS

A. SATISFACTORY SOIL MATERIAL: AS SPECIFIED IN SOIL PREPARATION SECTION.

1. OBTAIN APPROVED BORROW SOIL MATERIALS OFF-SITE WHEN SATISFACTORY SOIL

MATERIALS ARE NOT AVAILABLE ON-SITE.

PART 3 EXECUTION

3.01 PREPARATION

A. PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL POINTS FROM DISTURBANCE

DURING CONSTRUCTION.

B. PROTECT EXISTING SITE IMPROVEMENTS TO REMAIN FROM DAMAGE DURING

CONSTRUCTION.

1. RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO

OWNER.

3.02 TEMPORARY EROSION AND SEDIMENTATION CONTROL

A. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT

SOIL EROSION AND DISCHARGE OF SOIL-BEARING WATER RUNOFF OR AIRBORNE DUST TO

ADJACENT PROPERTIES AND WALKWAYS, ACCORDING TO REQUIREMENTS OF AUTHORITIES

HAVING JURISDICTION, SEDIMENT AND EROSION CONTROL DRAWINGS, A SEDIMENT AND

EROSION CONTROL PLAN, SPECIFIC TO THE SITE, THAT COMPLIES WITH EPA 832/R-92-005

OR REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION, WHICHEVER IS MORE

STRINGENT.

B. INSPECT, REPAIR, AND MAINTAIN EROSION AND SEDIMENTATION CONTROL MEASURES

DURING CONSTRUCTION UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED.

C. REMOVE EROSION AND SEDIMENTATION CONTROLS AND RESTORE AND STABILIZE AREAS

DISTURBED DURING REMOVAL.

3.03 SITE CLEARING AND GRUBBING

A. COMPLY WITH OTHER REQUIREMENTS SPECIFIED IN SECTION 01 7000.

B. REMOVE OBSTRUCTIONS, GRASS, AND OTHER VEGETATION TO PERMIT INSTALLATION OF

NEW CONSTRUCTION.

C. FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITH SATISFACTORY

SOIL MATERIAL UNLESS FURTHER EXCAVATION OR EARTHWORK IS INDICATED.

1. PLACE FILL MATERIAL IN HORIZONTAL LAYERS NOT EXCEEDING A LOOSE DEPTH OF 8

INCHES AND COMPACT EACH LAYER TO A DENSITY EQUAL TO ADJACENT ORIGINAL

GROUND.

3.04 EXISTING UTILITIES AND BUILT ELEMENTS

A. COORDINATE WORK WITH UTILITY COMPANIES; NOTIFY BEFORE STARTING WORK AND

COMPLY WITH THEIR REQUIREMENTS; OBTAIN REQUIRED PERMITS.

1. OWNER WILL ARRANGE TO SHUT OFF INDICATED UTILITIES WHEN REQUESTED BY

CONTRACTOR.

B. PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE.

C. DO NOT DISRUPT PUBLIC UTILITIES WITHOUT PERMIT FROM AUTHORITY HAVING

JURISDICTION.

1. NOTIFY ARCHITECT NOT LESS THAN TWO DAYS IN ADVANCE OF PROPOSED UTILITY

INTERRUPTIONS.

2. DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT ARCHITECT'S WRITTEN

PERMISSION.

D. PROTECT EXISTING STRUCTURES AND OTHER ELEMENTS THAT ARE NOT TO BE REMOVED.

3.05 TOPSOIL STRIPPING

A. REMOVE SOD AND GRASS BEFORE STRIPPING TOPSOIL.

B. STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED IN A MANNER TO PREVENT

INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTE MATERIALS.

1. REMOVE SUBSOIL AND NON-SOIL MATERIALS FROM TOPSOIL, INCLUDING TRASH, DEBRIS,

WEEDS, ROOTS, AND OTHER WASTE MATERIALS.

C. STOCKPILE TOPSOIL MATERIALS AWAY FROM EDGE OF EXCAVATIONS WITHOUT INTERMIXING

WITH SUBSOIL. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. COVER TO

PREVENT WINDBLOWN DUST.

1. LIMIT HEIGHT OF TOPSOIL STOCKPILES TO 120 INCHES.

2. DISPOSE OF EXCESS TOPSOIL AS SPECIFIED FOR WASTE MATERIAL DISPOSAL.

3. STOCKPILE SURPLUS TOPSOIL TO ALLOW FOR RE-SPREADING DEEPER TOPSOIL.

3.06 VEGETATION

A. DO NOT REMOVE OR DAMAGE VEGETATION BEYOND THE LIMITS INDICATED ON DRAWINGS.

B. IN AREAS WHERE VEGETATION MUST BE REMOVED BUT NO CONSTRUCTION WILL OCCUR

OTHER THAN PERVIOUS PAVING, REMOVE VEGETATION WITH MINIMUM DISTURBANCE OF THE

SUBSOIL.

C. VEGETATION REMOVED: DO NOT BURN, BURY, LANDFILL, OR LEAVE ON SITE, EXCEPT AS

INDICATED.

1. TREES: TREAT AS SPECIFIED FOR OTHER VEGETATION REMOVED; REMOVE STUMPS AND

ROOTS TO DEPTH OF 18 INCHES (450 MM).

D. RESTORATION: IF VEGETATION OUTSIDE REMOVAL LIMITS OR WITHIN SPECIFIED PROTECTIVE

FENCES IS DAMAGED OR DESTROYED DUE TO SUBSEQUENT CONSTRUCTION OPERATIONS,

REPLACE AT NO COST TO OWNER.

3.07 SITE IMPROVEMENTS

A. REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEMENTS AS INDICATED AND AS

NECESSARY TO FACILITATE NEW CONSTRUCTION. REFER TO PROJECT PLANS FOR

IMPROVEMENTS TO BE ABANDONED IN PLACE.

B. REMOVE SLABS, PAVING, CURBS, GUTTERS, AND AGGREGATE BASE AS INDICATED.

1. UNLESS EXISTING FULL-DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION, NEATLY

SAW-CUT LENGTH OF EXISTING PAVEMENT TO REMAIN BEFORE REMOVING EXISTING

PAVEMENT. SAW-CUT FACES VERTICALLY.

2. PAINT CUT ENDS OF STEEL REINFORCEMENT IN CONCRETE TO REMAIN TO PREVENT

CORROSION.

3.08 DEBRIS

A. REMOVE DEBRIS, JUNK, AND TRASH FROM SITE.

B. LEAVE SITE IN CLEAN CONDITION, READY FOR SUBSEQUENT WORK.

C. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM PUBLIC AND PRIVATE LANDS.

3.09 DISPOSAL

A. REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL, OBSTRUCTIONS, DEMOLISHED

MATERIALS, AND WASTE MATERIALS INCLUDING TRASH AND DEBRIS, AND LEGALLY DISPOSE

OF THEM OFF OWNER'S PROPERTY.

1. SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING FROM OTHER

NON-RECYCLABLE MATERIALS. STORE OR STOCKPILE WITHOUT INTERMIXING WITH

OTHER MATERIALS AND TRANSPORT THEM TO RECYCLING FACILITIES.

END OF SECTION

SECTION 31 2300

EARTHWORK

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND

SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS

SECTION.

1.02 SUMMARY

A. THIS SECTION INCLUDES THE FOLLOWING:

1. PREPARING SUBGRADES FOR SLABS-ON-GRADE, WALKS, PAVEMENTS, LAWNS, AND

PLANTINGS.

2. EXCAVATING AND BACKFILLING FOR BUILDINGS AND STRUCTURES.

3. DRAINAGE COURSE FOR SLABS-ON-GRADE.

4. SUBBASE COURSE FOR CONCRETE WALKS AND PAVEMENTS.

5. BASE COURSE FOR ASPHALT PAVING.

6. SUBSURFACE DRAINAGE BACKFILL FOR WALLS AND TRENCHES.

B. RELATED SECTIONS INCLUDE THE FOLLOWING:

1. DIVISION 2 SECTION 02 4119 "SELECTIVE SITE DEMOLITION" FOR TEMPORARY CONTROLS

AND SITE STRIPPING, GRUBBING, REMOVING TOPSOIL, AND PROTECTING TREES TO

REMAIN.

1.03 DEFINITIONS

A. BACKFILL: SOIL MATERIALS USED TO FILL AN EXCAVATION.

1. INITIAL BACKFILL: BACKFILL PLACED BESIDE AND OVER PIPE IN A TRENCH, INCLUDING

HAUNCHES TO SUPPORT SIDES OF PIPE.

2. FINAL BACKFILL: BACKFILL PLACED OVER INITIAL BACKFILL TO FILL A TRENCH.

B. BASE COURSE: LAYER PLACED BETWEEN THE SUBBASE COURSE AND ASPHALT PAVING.

C. BEDDING COURSE: LAYER PLACED OVER THE EXCAVATED SUBGRADE IN A TRENCH BEFORE

LAYING PIPE.

D. BORROW: SATISFACTORY SOIL IMPORTED FROM OFF-SITE FOR USE AS FILL OR BACKFILL.

E. EXCAVATION: REMOVAL OF MATERIAL ENCOUNTERED ABOVE SUBGRADE ELEVATIONS.

1. BULK EXCAVATION: EXCAVATIONS MORE THAN 10 FEET (3 M) IN WIDTH AND PITS MORE

THAN 30 FEET (9 M) IN EITHER LENGTH OR WIDTH.

2. UNAUTHORIZED EXCAVATION: EXCAVATION BELOW SUBGRADE ELEVATIONS OR BEYOND

INDICATED DIMENSIONS WITHOUT DIRECTION BY ARCHITECT. UNAUTHORIZED

EXCAVATION, AS WELL AS REMEDIAL WORK DIRECTED BY ARCHITECT, SHALL BE

WITHOUT ADDITIONAL COMPENSATION.

F. FILL: SOIL MATERIALS USED TO RAISE EXISTING GRADES.

G. STRUCTURES: BUILDINGS, FOOTINGS, FOUNDATIONS, RETAINING WALLS, SLABS, TANKS,

CURBS, MECHANICAL AND ELECTRICAL APPURTENANCES, OR OTHER MAN-MADE

STATIONARY FEATURES CONSTRUCTED ABOVE OR BELOW THE GROUND SURFACE.

H. SUBBASE COURSE: LAYER PLACED BETWEEN THE SUBGRADE AND BASE COURSE FOR

ASPHALT PAVING, OR LAYER PLACED BETWEEN THE SUBGRADE AND A CONCRETE

PAVEMENT OR WALK.

I. SUBGRADE: SURFACE OR ELEVATION REMAINING AFTER COMPLETING EXCAVATION, OR TOP

SURFACE OF A FILL OR BACKFILL IMMEDIATELY BELOW SUBBASE, DRAINAGE FILL, OR

TOPSOIL MATERIALS.

J. UTILITIES: UTILITIES INCLUDE ON-SITE UNDERGROUND PIPES, CONDUITS, DUCTS, AND

CABLES, AS WELL AS UNDERGROUND SERVICES WITHIN BUILDINGS.

1.04 SUBMITTALS

A. MATERIAL TEST REPORTS: FROM A QUALIFIED TESTING AGENCY INDICATING AND

INTERPRETING TEST RESULTS FOR COMPLIANCE OF THE FOLLOWING WITH REQUIREMENTS

INDICATED:

1. CLASSIFICATION ACCORDING TO ASTM D 2487 OF EACH ON-SITE OR BORROW SOIL

MATERIAL PROPOSED FOR FILL AND BACKFILL.

2. LABORATORY COMPACTION CURVE ACCORDING TO ASTM D 1557 FOR EACH ON-SITE OR

BORROW SOIL MATERIAL PROPOSED FOR FILL AND BACKFILL.

1.05 PROJECT CONDITIONS

A. NO ADDITIONAL MONIES FOR EXPORTING OR IMPORTING OF SOIL.

1. AS PART OF THE CONSTRUCTION DOCUMENTS, OWNER MAY HAVE PROVIDED

CONTRACTOR WITH A TOPOGRAPHIC SURVEY PERFORMED BY MANUAL OR AERIAL

MEANS. SUCH SURVEY WAS PREPARED FOR PROJECT DESIGN PURPOSES AND IS

PROVIDED TO THE CONTRACTOR AS A COURTESY. IT IS EXPRESSLY UNDERSTOOD THAT

SUCH SURVEY MAY NOT ACCURATELY REFLECT EXISTING TOPOGRAPHICAL CONDITIONS

AND TYPICALLY WILL VARY FROM ACTUAL CONDITIONS BY A SIGNIFICANT DEGREE. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL EXISTING CONDITIONS BY

WHATEVER MEANS THE CONTRACTOR DEEMS APPROPRIATE. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR DETERMINING THEIR OWN EARTHWORK QUANTITIES AND NOT RELY

ON ANY ESTIMATE PREPARED BY THE OWNER, ITS AGENTS OR OUTSIDE PARTIES. THE

CONTRACTOR IS RESPONSIBLE AS PART OF ITS LUMP SUM BID PRICE FOR THE PROJECT,

FOR IMPORTING OR EXPORTING SOILS TO ACHIEVE FINAL SUB-GRADES WITH SUITABLE

SOILS PER THE PLANS AND SPECIFICATIONS. NO ADDITIONAL MONIES WILL BE ALLOWED

BEYOND THE CONTRACTOR'S LUMP SUM BID PRICE FOR THE PROJECT, FOR THE

EXPORTING OR IMPORTING OF SOILS.

B. EXISTING UTILITIES: LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK. IF

UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND

PROTECTION DURING EARTHWORK OPERATIONS.

1. SHOULD UNCHARTED, OR INCORRECTLY CHARTED, PIPING OR OTHER UTILITIES BE

ENCOUNTERED DURING EXCAVATION, CONSULT UTILITY OWNER IMMEDIATELY FOR

DIRECTIONS. COOPERATE WITH OWNER AND UTILITY COMPANIES IN KEEPING

RESPECTIVE SERVICES AND FACILITIES IN OPERATION. REPAIR DAMAGED UTILITIES TO

SATISFACTION OF UTILITY OWNER.

2. DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY OWNER OR OTHERS

UNLESS PERMITTED IN WRITING BY ARCHITECT AND THEN ONLY AFTER ARRANGING TO

PROVIDE TEMPORARY UTILITY SERVICES ACCORDING TO REQUIREMENTS INDICATED:

3. NOTIFY ARCHITECT NOT LESS THAN SEVEN (7) DAYS IN ADVANCE OF PROPOSED UTILITY

INTERRUPTIONS.

4. DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT ARCHITECT'S WRITTEN

PERMISSION.

5. CONTACT UTILITY-LOCATOR SERVICE FOR AREA WHERE PROJECT IS LOCATED BEFORE

EXCAVATING.

C. PROTECTION OF PERSONS AND PROPERTY: BARRICADE OPEN EXCAVATIONS OCCURRING AS

PART OF THIS WORK AND POST WITH WARNING LIGHTS.

1. OPERATE WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION.

PART 2 PRODUCTS

2.01 SOIL MATERIALS

A. GENERAL: PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL

MATERIALS ARE NOT AVAILABLE FROM EXCAVATIONS.

B. SATISFACTORY SOILS: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM, OR A COMBINATION OF THESE GROUP SYMBOLS; FREE OF ROCK OR GRAVEL

LARGER THAN 4 INCHES (100 MM) IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS,

VEGETATION, AND OTHER DELETERIOUS MATTER.

C. UNSATISFACTORY SOILS: ASTM D 2487 SOIL CLASSIFICATION GROUPS GC, SC, ML, MH, CL, CH, OL, OH, AND PT, OR A COMBINATION OF THESE GROUP SYMBOLS.

1. UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 2

PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME OF COMPACTION.

D. BACKFILL AND FILL: SATISFACTORY SOIL MATERIALS.

E. SUBBASE: NATURALLY OR ARTIFICIALLY WELL GRADED MIXTURE OF NATURAL OR CRUSHED

GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; WITH AT LEAST

70 PERCENT PASSING A 3/4- INCH (18-MM) SIEVE AND NOT MORE THAN 25 PERCENT

PASSING A NO. 200 (0.075-MM) SIEVE.

F. BASE COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED

GRAVEL, CRUSHED STONE, AND NATURAL OR…