1-2026-06-10 Dixon Elem Demo Set.pdf

PDF 12 MB Posted Jun 12, 2026

Attached to: Courtesy Posting - Provo City School District - Dixon Site Demolition
Solicitation number: PCSD06242026
Issued by: Utah County, Utah

About this file

Written by GovTribe AI · Jun 17, 2026

Dixon Elementary School Demolition Project

This is a Design Development Review Package prepared by Core Architecture for the Provo City School District, detailing the site and building demolition of the existing Dixon Middle School located at 750 West 200 North, Provo, Utah 84601. The demolition scope includes removal of existing buildings (structures with varying foundation depths from slab-on-grade to 12-foot basements), concrete and asphalt surfaces, tennis courts, walls, fencing, and associated site infrastructure. The project also requires utility demolition including removal of storm drain lines, sewer lines, water lines, power lines, gas lines, communications lines, and irrigation systems, with selective retention of certain utilities and structures as noted on the plans. A mandatory site walkthrough is scheduled for June 16th at 1:00 PM MST, with requests for information (RFIs) due June 17th at 12:00 PM. Bids are due to Westland Construction on June 24th at 12:00 PM, with an expected project start date of July 6th and completion date of August 14th.

The demolition plans include detailed survey and topographic information establishing control points and elevations across the site, as well as comprehensive utility location data obtained from municipal records and field observations. Key deliverables include site demolition plans, utility demolition plans, and enlarged detail sheets showing specific removal locations and protection requirements for utilities to remain in place. Contractors must coordinate with the owner and utility companies prior to demolition, obtain necessary permits within the city right-of-way, perform all backfilling and compaction per geotechnical specifications, and maintain protection measures for existing trees within the city right-of-way and other structures designated to remain. The contract documents emphasize contractor responsibility for dust and erosion control, proper site restoration to subgrade conditions, and coordination of utility interruptions with the owner at least one week in advance.

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233 SOUTH PLEASANT GROVE BLVD.

SUITE #105

PLEASANT GROVE, UTAH 84062

PHONE: (801) 769-3000

core@corearch.com

THE INFORMATION HEREIN IS THE PROPERTY OF CORE

ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT

PROFESSIONAL STAMP

SHEET NUMBER

SHEET TITLE

DATE:

PROJECT #:

PM / PA:

PIC:

PROJECT INFORMATION

THIS DRAWING SET IS INTENDED

TO BE PRINTED IN COLOR

CONSULTANT INFORMATION

DRAWING SET STATUS

2 3 4 5 7

OWNER INFORMATION

REVISIONS

DESCRIPTION DATE

N D

A D

10 JUN 2026

26-035

NLL

O N

O O

DESIGN DEVELOPMENT

REVIEW PACKAGE

C200

EXISTING

SURVEY AND

TOPOGRAPHY

1. THIS SURVEY AND CONTROL POINTS SHOWN WERE ESTABLISHED BY MERIDIAN ENGINEERING, INC. IN SEPTEMBER OF 2021 AND REVISITED IN MAY OF 2026. ALL CONTROL POINTS SHOULD BE VERIFIED PRIOR TO CONSTRUCTION ACTIVITIES TO

ENSURE THEY ARE STILL INSIDE AN ACCEPTABLE MEASUREMENT TOLERANCE.

2. CONTROL POINT ELEVATIONS SHOWN WERE DERIVED FROM THE PROJECT BENCHMARK USING DIFFERENTIAL LEVELING.

3. THE LOCATIONS OF UNDERGROUND STRUCTURES, UTILITIES OR IMPROVEMENTS AS SHOWN HEREON ARE BASED ON ABOVE GROUND APPURTENANCES VISIBLE AT THE TIME OF THE SURVEY TO THE SURVEYOR. EXACT LOCATIONS OF UNDERGROUND STRUCTURES, UTILITIES OR IMPROVEMENTS MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL UNDERGROUND STRUCTURES, UTILITIES OR IMPROVEMENTS MAY EXIST.

4. ELEVATIONS, SIZES, TYPES AND CONDITIONS OF UNDERGROUND STRUCTURES, UTILITIES OR IMPROVEMENTS AS SHOWN ON THIS PLAT ARE APPROXIMATE ONLY AND SHOULD BE VERIFIED WITH THE APPROPRIATE AGENCY OR CONTROLLING

PARTY BEFORE DESIGN OR CONSTRUCTION.

5. ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS, FACILITIES, DEPOSITS OR DISPOSALS

THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS PROPERTY.

6. UNLESS OTHERWISE SHOWN, NO ATTEMPT HAS BEEN MADE AS PART OF THIS PLAT AND THE SURVEY ON WHICH IT IS BASED TO DISCLOSE THE LOCATIONS, SIZE, TYPE OR CONDITION OF ANY TREE, HEDGE, GROUND COVER, LAWN, PLANTINGS OR ANY OTHER LANDSCAPING OR SPRINKLER HEADS, PIPES OR ANY APPURTENANT PARTS THEREOF. ADDITIONAL LANDSCAPING OR IRRIGATION FACILITIES MAY EXIST.

7. CONTRACTOR MUST OBTAIN A PERMIT BEFORE BEGINNING WORK WITHIN THIRTY FEET OF AN ESTABLISHED COUNTY SURVEY MONUMENT, PER UTAH STATE CODE 17-73-502 SUBSECTIONS 2 AND 3.

EXISTING TOPO NOTES:

I, TRAVIS R. WILLIAMS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, HOLDING LICENSE NUMBER 13941945, AS PRESCRIBED BY THE LAWS OF THE STATE OF UTAH AND STATE THAT INFORMATION SHOWN ON THIS PLAT HAS BEEN OBTAINED THROUGH SURFACE SURVEYS OF STRUCTURES, UTILITIES AND IMPROVEMENTS VISIBLE TO THE SURVEYOR AT THE TIME OF THE SURVEY. UNDERGROUND STRUCTURES, UTILITIES AND IMPROVEMENTS HAVE NOT BEEN SURVEYED.

UNDERGROUND FEATURES, INCLUDING ELEVATIONS, SIZES, TYPES, CAPACITIES AND DIMENSIONS ARE SHOWN GRAPHICALLY AS OBTAINED THROUGH MUNICIPAL OR GOVERNING ENTITY RECORDS AND MAPS. INFORMATION AS REPRESENTED

HEREON DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED.

TRAVIS R. WILLIAMS

PLS NO. 13941945

SURVEYOR'S CERTIFICATE

DYH

LEGEND

BP BP

X X

W W

SS SS

SD SD

CTV CTV

FO FO

G G G

IRR IRR

EXISTING BURIED POWER LINE

EXISTING STORM DRAIN LINE

EXISTING SEWER LINE

EXISTING WATER LINE

EXISTING CABLE LINE

EXISTING FIBER OPTIC LINE

EXISTING GAS LINE

EXISTING IRRIGATION LINE

EXISTING WOOD FENCE

EXISTING CHAIN LINK FENCE

EXISTING DECORATIVE FENCE

EXISTING WIRE FENCE

EXISTING FLOWLINE

EXISTING CURB & GUTTER

EXISTING CONCRETE

EXISTING BUILDING

EXISTING SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING MANHOLE

EXISTING CATCH BASIN

EXISTING ELECTRICAL BOX

EXISTING IRRIGATION BOX

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING GUY WIRE

EXISTING FLAG POLE

EXISTING GATE POST

EXISTING SIGN

CONTROL MONUMENT

EXISTING MAJOR CONTOUR LINE

EXISTING MINOR CONTOUR LINE

OP OP EXISTING OVERHEAD POWER LINE

EXISTING LIGHT POLE

EXISTING POWER POLE

EXISTING POWER POLE & LIGHT STAND

EXISTING BUILDING OVERHANG

/ / / EXISTING RAILING

XXXX'

CP-22 (PLUG)

N=256995.167 E=593180.477

ELEVATION=4549.49'

(SEE SHEET - 2)

(SEE SHEET - 3)

(SEE SHEET - 2)

(SEE SHEET - 3)

CP-23 (PLUG)

N=256993.722 E=592698.331

ELEVATION=4543.70'

STREET MONUMENT

FOUND BRASS CAP

N=257503.949 E=593147.214

CP-24 (PLUG)

N=257532.300 E=592637.008

ELEVATION=4548.82'

CP-25 (PLUG)

N=257952.458 E=592699.646

ELEVATION=4552.85'

CP-21 (PLUG)

N=257540.003 E=593183.604

PROJECT BENCHMARK

ELEVATION=4549.85'

STREET MONUMENT

FOUND BRASS CAP

N=258465.486 E=593153.372

SIS

ING

= N .00

°22 '43

"E.

0.0 0'

(MO

T S

200 NORTH STREET

400 NORTH STREET

PROPERTY BOUNDARY

MONUMENT LINE

FOUND STREET MONUMENT

DIXON ELEMENTARY SCHOOL

SCALE 1"=50'

100500

HATUFOE

S OI NAL LAND SUR

EV YOR

TRAVIS R.

WILLIAMS

PLS NO.

1394194506/10/2026

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DIXON MIDDLE SCHOOL

SCALE 1"=30'

60300

233 SOUTH PLEASANT GROVE BLVD.

SUITE #105

PLEASANT GROVE, UTAH 84062

PHONE: (801) 769-3000

core@corearch.com

THE INFORMATION HEREIN IS THE PROPERTY OF CORE

ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT

PROFESSIONAL STAMP

SHEET NUMBER

SHEET TITLE

DATE:

PROJECT #:

PM / PA:

PIC:

PROJECT INFORMATION

THIS DRAWING SET IS INTENDED

TO BE PRINTED IN COLOR

CONSULTANT INFORMATION

DRAWING SET STATUS

2 3 4 5 7

OWNER INFORMATION

REVISIONS

DESCRIPTION DATE

N D

A D

10 JUN 2026

26-035

NLL

O N

O O

DESIGN DEVELOPMENT

REVIEW PACKAGE

C201

EXISTING

SURVEY AND

TOPOGRAPHY

(SEE SHEET - 3)

STREET MONUMENT

FOUND BRASS CAP

N=257503.949 E=593147.214

CP-21 (PLUG)

N=257540.003 E=593183.604

PROJECT BENCHMARK

ELEVATION=4549.85'

CP-22 (PLUG)

N=256995.167 E=593180.477

ELEVATION=4549.49'CP-23 (PLUG)

N=256993.722 E=592698.331

ELEVATION=4543.70'

CP-24 (PLUG)

N=257532.300 E=592637.008

ELEVATION=4548.82'

200 NORTH STREET

T S

DIXON ELEMENTARY SCHOOL

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METAL PIPE FL=4548.06

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8" METAL PIPE FL=4547.71

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12" CONCRETE PIPE FL=4546.20

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SDMH RIM=4548.59 36" NW INV=4543.54 36" SE INV=4543.64

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SDMH RIM=4548.49 36" W INV=4542.26 36" S INV=4542.63

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SDCB RIM=4548.56 36" NW INV=4543.81 36" SE INV=4543.83

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SDCB RIM=4549.19 12" E INV=4547.79 12" S INV=4547.74

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SDCB RIM=4547.63 12" N INV=4546.53 12" W INV=4546.53 12" S INV=4546.48

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SDCB RIM=4548.68 12" E INV=4547.08 12" S INV=4547.08

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SDCB RIM=4543.79 NORTH BOTTOM=4540.99 SOUTH BOTTOM=4540.94 (NO PIPES)

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SDCB RIM=4544.17 10" N INV=4542.77 10" W INV=4542.92 10" S INV=4542.72

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SDCB RIM=4543.99 10" N INV=4542.64 10" W INV=4542.69 10" S INV=4542.59

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SDCB RIM=4543.64 18" W INV=4541.14 NORTH BOTTOM=4541.09 SOUTH BOTTOM=4541.14

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SDCB RIM=4543.73 WEST BOTTOM=4542.73 (NO PIPE, FULL OF DEBRIS)

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SDCB RIM=4543.90 12" E INV=4542.60

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SDCB (CLEANOUT) RIM=4544.72 (UNABLE TO OPEN)

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SDCB RIM=4548.10 10" N INV=4546.90 10" W INV=4546.95 10" S INV=4546.95

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SSMH RIM=4549.05 18" N INV=4538.01 18" S INV=4538.27

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SSMH RIM=4548.74 12" N INV=4536.19 12" S INV=4536.17

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SSMH RIM=4544.75 12" N INV=4534.19 8" E INV=4534.92 21" S INV=4533.86

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SSMH RIM=4544.78 18" N INV=4534.56 8" E INV=4535.14 18" S INV=4534.65

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SSMH RIM=4544.51 18" S INV=4534.37 18" N INV=4534.73

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12" METAL PIPE FL=4548.27

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SDCB RIM=4549.58 12" N INV=4548.18 12" E INV=4548.18 12" S INV=4548.08

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SDCB RIM=4549.03 12" N INV=4547.73 12" E INV=4547.83 12" S INV=4547.78

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CONCRETE PIPE FL=4542.22

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CONCRETE PIPE FL=4543.14

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SDCB (SUMP) RIM=4548.68 BOTTOM=4540.98 (NO PIPES)

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SDCB RIM=4547.35 30" W INV=4542.65 12" E INV=4543.15 30" S INV=4542.65

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SDCB RIM=4547.37 6" S INV=4545.27 BOTTOM=4542.32

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SDCB RIM=4547.29 12" W INV=4543.67

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SSMH RIM=4545.32 12" N INV=4535.39 12" S INV=4535.44

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SSMH RIM=4549.86 12" N INV=4539.71 8" E INV=4540.64 12" S INV=4539.65

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EXISTING TEMPORARY STRUCTURE

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SDCB RIM=4548.15 12" S INV=4544.87

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SDCB RIM=4548.10 30" S INV=4541.90 30" E INV=4542.00

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SDMH RIM=4544.65 15" N INV=4541.20 15" S INV=4541.20 18" E INV=4541.20

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STORM DRAIN CONNECTIONS AS PER THE PROVO CITY PUBLIC WORKS UTILITY MAP

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BURIED CABLE LINE, PER COMCAST UTILITY MAP, MAY 2026

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BURIED POWER LINE, PER PROVO CITY UTILITY MAP, MAY 2026

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OVERHEAD FIBER OPTIC LINE, PER GOOGLE FIBER UTILITY MAP, MAY 2026

SDCB RIM=4547.61 FL=4543.61

SCALE 1"=30'

60300

233 SOUTH PLEASANT GROVE BLVD.

SUITE #105

PLEASANT GROVE, UTAH 84062

PHONE: (801) 769-3000

core@corearch.com

THE INFORMATION HEREIN IS THE PROPERTY OF CORE

ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT

PROFESSIONAL STAMP

SHEET NUMBER

SHEET TITLE

DATE:

PROJECT #:

PM / PA:

PIC:

PROJECT INFORMATION

THIS DRAWING SET IS INTENDED

TO BE PRINTED IN COLOR

CONSULTANT INFORMATION

DRAWING SET STATUS

2 3 4 5 7

OWNER INFORMATION

REVISIONS

DESCRIPTION DATE

N D

A D

10 JUN 2026

26-035

NLL

O N

O O

DESIGN DEVELOPMENT

REVIEW PACKAGE

C202

EXISTING

SURVEY AND

TOPOGRAPHY

(SEE SHEET - 2)

STREET MONUMENT

FOUND BRASS CAP

N=257503.949 E=593147.214

CP-21 (PLUG)

N=257540.003 E=593183.604

PROJECT BENCHMARK

ELEVATION=4549.85'

CP-24 (PLUG)

N=257532.300 E=592637.008

ELEVATION=4548.82'

CP-25 (PLUG)

N=257952.458 E=592699.646

ELEVATION=4552.85'

T S

400 NORTH STREET

DIXON ELEMENTARY SCHOOL

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10" METAL PIPE FL=4553.33

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EXISTING TEMPORARY STRUCTURE

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SDCB RIM=4548.15 12" S INV=4544.87

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SDCB RIM=4548.10 30" S INV=4541.90 30" E INV=4542.00

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BURIED CABLE LINE, PER COMCAST UTILITY MAP, MAY 2026

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OVERHEAD FIBER OPTIC LINE, PER GOOGLE FIBER UTILITY MAP, MAY 2026

XX XX XX XX

XXXXXXXXXXXX

XXXX

XX XX XX XX

XX XX XX XX XX XX XX

DIXON MIDDLE SCHOOL80

W E

T R

E E

200 NORTH STREET

W E

T R

E E

400 NORTH STREET

PROJECT LIMIT LINE

EXISTING TO REMAIN

NOT IN SCOPE

233 SOUTH PLEASANT GROVE BLVD.

SUITE #105

PLEASANT GROVE, UTAH 84062

PHONE: (801) 769-3000

core@corearch.com

THE INFORMATION HEREIN IS THE PROPERTY OF CORE

ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT

PROFESSIONAL STAMP

SHEET NUMBER

SHEET TITLE

DATE:

PROJECT #:

PM / PA:

PIC:

PROJECT INFORMATION

THIS DRAWING SET IS INTENDED

TO BE PRINTED IN COLOR

CONSULTANT INFORMATION

DRAWING SET STATUS

2 3 4 5 7

OWNER INFORMATION

REVISIONS

DESCRIPTION DATE

N D

A D

10 JUN 2026

26-035

NLL

O N

O O

DESIGN DEVELOPMENT

REVIEW PACKAGE

STATE OF UTAH

L I

C E

N S

E D

R O

F E S S I O N

G I

N E

E R

NICHOLE LEE LUTHI

No.8023335

6/10/2026

UTILITY DEMOLITION PLAN NOTES:

1. REMOVE UTILITIES ONLY AFTER NEW TEMPORARY UTILITY LINES HAVE BEEN REROUTED AND CONNECTED.

2. CONTACT THE MECHANICAL ENGINEER FOR ANY QUESTIONS ON THE SITE DEMOLITION OF EXISTING HEATING VAULTS. HEATING LINES, GAS LINES, ETC.

3. OUTSIDE OF THE PROJECT LIMIT LINE SHALL BE RETAINED AND PROTECTED DURING CONSTRUCTION, UNLESS NOTED OTHERWISE. ANY DAMAGE TO THE UTILITIES OR SURFACE IMPROVEMENTS SHALL BE REPAIRED WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE OWNER. ALL INTERRUPTIONS OF UTILITIES SERVICE WILL BE COORDINATED WITH THE OWNER AT LEAST ONE WEEK IN ADVANCE.

NIGHTTIME INTERRUPTIONS OF A SERVICE MAY BE NECESSARY TO SUCCESSFULLY COMPLETE NEW UTILITY CONNECTIONS.

4. IT IS EXPECTED THAT THE CONTRACTOR FILL IN ALL HOLES TO BRING THE SITE TO A FLUSH SUBGRADE. ALL BACKFILL FOR DEMOLITION EXCAVATIONS FOR UTILITY PIPING OR STRUCTURE REMOVAL (MANHOLES, INLETS, ETC.) TO BE STRUCTURAL FILL AND CONSTRUCTED AND COMPACTED IN LIFTS PER THE MEMO FROM THE GEOTECHNICAL ENGINEER DATED 6/9/2026.

5. IT IS EXPECTED THAT NO WORK WILL BE DONE IN THE CITY ROW IN THIS PACKAGE. ALL WORK WITHIN STREET ROW SHALL BE PER APWA STANDARD PLANS AND SPECIFICATIONS (LATEST EDITION) AND

CITY STANDARDS. OBTAIN CITY PERMIT PRIOR TO ANY WORK WITHIN CITY RIGHT OF WAY.

6. DO NOT DRIVE HEAVY EQUIPMENT OR TRUCKS OVER EXCAVATED SUBGRADE. SUBGRADE SOFT AREAS CAUSED BY ROUTING HEAVY EQUIPMENT OR TRUCKS OVER SUBGRADE WILL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. REPAIRS TO BE COMPLETED AS OUTLINED IN SPEC SECTION WITH UP TO 2' OF IMPORTED STRUCTURAL GRANULAR FILL TO STABILIZE SOFT AREAS

CAUSED BY ROUTING HEAVY EQUIPMENT OVER EXCAVATED SUBGRADE.

7. IT IS UNCLEAR AT THIS TIME WHERE THE EXISTING WATER LINES AND SEWER LINES COME ON-SITE AND CONNECT TO THE EXISTING BUILDINGS. CONTRACTOR NEEDS TO REMOVE ALL ON-SITE WATER LINES AND SEWER LINES WITHIN THE PROJECT LIMIT LINE AND PLUG AND CAP AT BACK OF SIDEWALK. CONTRACTOR TO KEEP AS-BUILT MARKUPS OF SIZE, ELEVATION, AND LOCATION OF WATER LINES AND

SEWER LINES WHERE PLUGGED AND CAPPED FOR FUTURE PHASE.

8. THE CONTRACTOR IS TO REMAIN WITHIN THE PROJECT LIMIT LINE FOR ANY DEMOLITION SHOWN ON THE CIVIL DEMOLITION PLANS. THE PROJECT LIMIT LINE, ALSO REFERRED TO AS THE CIVIL ASSUMED AREA OF DISTURBANCE, IS INTENDED TO REPRESENT THE EXTENT OF AREAS IMPACTED BY CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO MATERIAL STORAGE, EQUIPMENT ACCESS, AND WORK OPERATIONS ASSOCIATED WITH CIVIL SCOPE. THIS LINE IS BASED ON CIVIL DESIGN ASSUMPTIONS AND IS NOT NECESSARILY EXHAUSTIVE. ADDITIONAL AREAS OF DISTURBANCE MAY BE INDICATED ON PLAN SHEETS PREPARED BY OTHER DISCIPLINES (E.G. ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, LANDSCAPE), AND SUCH AREAS MAY EXTEND BEYOND THE CIVIL-DEFINED LIMIT LINE.

THEREFORE, THE PROJECT LIMIT LINE SHOWN ON CIVIL DRAWINGS SHOULD NOT BE INTERPRETED AS THE DEFINITIVE OR SOLE BOUNDARY OF DISTURBANCE FOR THE PROJECT. IN SOME INSTANCES, A TEMPORARY PROJECT LIMIT LINE MAY ALSO BE SHOWN ON THE PLANS. THIS TEMPORARY LIMIT MAY EXTEND BEYOND THE ASSUMED PROPERTY BOUNDARIES AND IS USED TO ILLUSTRATE AREAS TEMPORARILY NEEDED FOR IMPROVEMENTS OUTSIDE OF THE OWNER'S PROPERTY, OFTEN CITY ROADWAY IMPROVEMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL PLAN SETS TO

IDENTIFY AND ACCOUNT FOR ALL POTENTIAL AREAS OF DISTURBANCE.

DEMOLITION LEGEND

REMOVE UTILITY STRUCTURES,

LIGHTS ETC.

XX XX XXREMOVE UTILITY

PROJECT LIMIT LINE

TEMPORARY PROJECT LIMIT

LINE

SCALE 1"=40'

80400

OVERALL UTILITY

DEMOLITION

PLAN

CS210

CS211

CS212

PROPERTY LINE

LIMITS OF PROJECT

MATCHLINE

CENTERLINE

SAW CUT LINE

MAJOR CONTOUR

MINOR CONTOUR

SANITARY SEWER PIPELINE

STORM DRAIN PIPELINE

BOX CULVERT

TELEPHONE

WATER PIPELINE

LINE LEGEND

SECONDARY WATER PIPELINE

GAS PIPELINE

BURIED POWER

CATV

FIBER OPTIC

RIDGE LINE

FLOW LINE

FENCE

SILT FENCE

TEMPORARY SHORING

REMOVAL

ABANDON

IRR

CATV

RIDGE

X X

XX XX

SS SS

SD SD

T T

W W

IRR IRR

G G

P P

CTV CTV

FO FO

RIDGE

EXISTINGPROPOSED

GENERAL NOTES

1. ANY MODIFICATION TO THIS CONSTRUCTION PACKAGE SHALL BE APPROVED BY THE OWNER.

2. ALL EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. AS INDICATED ON THE C200 SHEET. CONTRACTOR SHALL NOTIFY BLUE STAKES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL NOTIFY ENGINEER OF ALL UTILITY CONFLICTS UPON DISCOVERY.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER BACKFILLING, COMPACTING, AND SUBGRADE RESTORATION.

4. CONTRACTOR SHALL COORDINATE CONSTRUCTION DEMOLITION OF ELECTRICAL, AND COMMUNICATION SERVICES WITH THE UTILITY COMPANY. OWNER SHALL PAY ALL ASSOCIATED UTILITY COMPANY FEES. CONTRACTOR TO PROVIDE ELECTRICAL LINE OR COMMUNICATION TRENCHING AND BACKFILL.

COORDINATE LOCATIONS WITH POWER AND COMMUNICATION COMPANY. ALL DEMOLITION OF EXISTING SITE ELECTRICAL EQUIPMENT STRUCTURES AND LINES SHOWN ON CIVIL PLANS ARE SCHEMATICALLY SHOWN ONLY AS A COORDINATION BETWEEN ELECTRICAL AND CIVIL. CONTACT THE ELECTRICAL

ENGINEER FOR ALL ELECTRICAL OR COMMUNICATIONS DEMOLITION QUESTIONS.

5. CONTRACTOR TO KEEP A SET OF NEAT PLANS ON WHICH ALL CHANGES HAVE BEEN CLEARLY SHOWN. THIS SET OF REDLINES SHALL BE TURNED IN TO THE

ARCHITECT.

6. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS, BONDS, AND APPROVALS

HAVE BEEN OBTAINED. ALL PERMIT AND BOND FEES ARE TO BE PAID BY THE OWNER.

7. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED, AND THOROUGHLY REVIEWED, ALL PLANS AND OTHER

DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.

8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE CURRENT REQUIREMENTS AND DEVELOPMENT STANDARDS OF THE CITY. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND SHALL TAKE PRECEDENCE IN CASE OF CONFLICT UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT OF ANY DISCREPANCY BETWEEN THE SOILS REPORT AND PLANS ETC.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST AND EROSION CONTROL, CLEANING STREET AND OTHER SWPP REGULATIONS.

10. CONTRACTOR IS TO REMAIN WITHIN THE CONTRACT LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT SURFACE

IMPROVEMENTS DURING CONSTRUCTION.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT OF, OR DAMAGE TO, EXISTING AND NEW UTILITIES AND FACILITIES. INCLUDING

WORK DONE WITHIN THE WARRANTY PERIOD.

12. SEE SHEET C200 FOR SURVEY CONTROL. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING THAT MAY BE NEEDED TO COMPLETE THE

JOB.

13. THE USE OF MOTOR OILS AND OTHER PETROLEUM-BASED OR TOXIC LIQUIDS, FOR DUST SUPPRESSION, IS ABSOLUTELY PROHIBITED.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND MONUMENT REFERENCE MARKS WITHIN THE PROJECT SITE. CONTACT THE CITY OR COUNTY SURVEYOR FOR MONUMENT LOCATIONS AND CONSTRUCTION DETAILS.

15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND

TRENCHES AND FOR THE PROTECTION OF WORKERS.

16. THERE IS NO LANDSCAPE DEMOLITION PLAN OR REPAIR PLAN IN THIS PACKAGE. THE IRRIGATION SYSTEM NEEDS TO BE LEFT IN PLACE SO THAT THE GRASS ON THE NORTH END CAN STILL BE WATERED. ASSOCIATED IRRIGATION BOXES, VALVES, ETC. WITHIN THE PROJECT LIMIT LINE OF THE AFFECTED AREAS SHOULD EITHER REMAIN IN PLACE OR BE RE-CONFIGURED AS NEEDED SO THAT THE IRRIGATION SYSTEM REMAINS OPERATIONAL, AND BE PROTECTED DURING AND AFTER DEMOLITION. ALL TREES OUTSIDE OF THE PROJECT LIMIT LINE IN THE CITY ROW MUST BE KEPT ALIVE AND WILL NEED TO BE WATERED

EITHER THROUGH THE IRRIGATION SYSTEM (PREFERRED) OR HAND WATERED.

SD SD

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400 NORTH STREET

XXXX

EXISTING IRRIGATION BOX

REFER TO GENERAL NOTE 16 ON SHEET CS210

TYP.

EXISTING POWER POLE AND POWER LINES

TO BE REMOVED

EXISTING CATCH BASIN

TO BE REMOVED

EXISTING SEWER CLEANOUT

TO BE REMOVED

REFER TO UTILITY DEMO NOTE 7 ON SHEET CS210

EXISTING BURIED COMMUNICATIONS LINE

TO BE REMOVED

EXISTING GAS METER

TO BE PROTECTED IN PLACE

EXISTING ELECTRICAL BOX

TO BE PROTECTED IN PLACE

PROJECT LIMIT LINE

EXISTING IRRIGATION BOXES

REFER TO GENERAL NOTE 16 ON SHEET CS210

TYP.

EXISTING TO REMAIN

NOT IN SCOPE

233 SOUTH PLEASANT GROVE BLVD.

SUITE #105

PLEASANT GROVE, UTAH 84062

PHONE: (801) 769-3000

core@corearch.com

THE INFORMATION HEREIN IS THE PROPERTY OF CORE

ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT

PROFESSIONAL STAMP

SHEET NUMBER

SHEET TITLE

DATE:

PROJECT #:

PM / PA:

PIC:

PROJECT INFORMATION

THIS DRAWING SET IS INTENDED

TO BE PRINTED IN COLOR

CONSULTANT INFORMATION

DRAWING SET STATUS

2 3 4 5 7

OWNER INFORMATION

REVISIONS

DESCRIPTION DATE

N D

A D

10 JUN 2026

26-035

NLL

O N

O O

DESIGN DEVELOPMENT

REVIEW PACKAGE

STATE OF UTAH

L I

C E

N S

F E S S I O N

G I

N E

E R

NICHOLE LEE LUTHI

No.8023335

6/10/2026

SCALE 1"=20'

40200

DEMOLITION LEGEND

REMOVE UTILITY STRUCTURES,

LIGHTS ETC. XX

XX XX XXREMOVE UTILITY

PROJECT LIMIT LINE

TEMPORARY PROJECT LIMIT

LINE

ENLARGED

UTILITY

DEMOLITION

PLAN

CS211

ENLARGED UTILITY DEMOLITION PLAN NOTES:

1. REFER TO SHEET CS210 FOR GENERAL UTILITY DEMOLITION PLAN NOTES.

VICINITY MAP

CS211

REFER TO SHEET CS212

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EXISTING TENNIS COURT

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10" METAL PIPE FL=4547.54

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METAL PIE FL=4549.90

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METAL PIPE FL=4550.61

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12" METAL PIPE FL=4551.17

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10" METAL PIPE FL=4551.71

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12" METAL PIPE FL=4551.89

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10" METAL PIPE FL=4551.87

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10" METAL PIPE FL=4551.93

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12" METAL PIPE FL=4552.96

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METAL PIPE FL=4552.99

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SDCB RIM=4553.05 12" W INV=4551.90 10" N INV=4551.80 10" E INV=4551.85

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SDCB RIM=4554.34 15" W INV=4552.09 12" E INV=4554.34

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SDCB RIM=4554.56 10" W INV=4553.31 10" N INV=4553.51 12" S INV=4553.21

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SDCB RIM=4554.34 12" N INV=4552.44 12" E INV=4552.34

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SSMH RIM=4548.74 12" N INV=4536.19 12" S INV=4536.17

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SDCB RIM=4549.58 12" N INV=4548.18 12" E INV=4548.18 12" S INV=4548.08

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12" METAL PIPE FL=4549.28

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10" METAL PIPE FL=4553.39

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10" METAL PIPE FL=4553.66

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SSMH RIM=4554.88 8" N INV=4545.11 12" E INV=4544.74 12" S INV=4544.75

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SDCB RIM=4548.15 12" S INV=4544.87

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BURIED POWER LINE, PER PROVO CITY UTILITY MAP, MAY 2026

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W E

T R

E E

200 NORTH STREET

W E

T R

E E

XXXX

XX XX XX XX XX XX XX XX XX

XXXXXXXXXXXXXXXXXXXXXXXX

XX XX XX XX XX XX XX XX

XX XX XX XX XX XX XX XX XX XX XX XX XX XX

EXISTING IRRIGATION BOXES

REFER TO GENERAL NOTE 16 ON SHEET CS210

TYP.

EXISTING IRRIGATION BOXES

REFER TO GENERAL NOTE 16 ON SHEET CS210

TYP.

EXISTING IRRIGATION VALVE

REFER TO GENERAL NOTE 16 ON SHEET CS210

TYP.

EXISTING IRRIGATION BOX AND VALVE

REFER TO GENERAL NOTE 16 ON SHEET CS210

TYP.

EXISTING POWER POLE AND POWER LINES

TO BE REMOVED

EXISTING CATCH BASIN

TO BE PROTECTED IN PLACE

EXISTING CATCH BASIN

TO BE PROTECTED IN PLACE

EXISTING STORM DRAIN LINE

TO BE REMOVEDEXISTING CATCH BASIN

TO BE PROTECTED IN PLACE

EXISTING GAS METER

TO BE REMOVED

CONTRACTOR TO VERIFY WITH ENBRIDGE GAS

IF THE EXISTING GAS LINE TO THE METER

HAS ALREADY BEEN ABANDONED

EXISTING GAS LINE TO BE REMOVED

CONTRACTOR TO VERIFY WITH ENBRIDGE GAS IF THE EXISTING GAS LINE

TO THE METER HAS ALREADY BEEN DISCONNECTED BEFORE REMOVAL

EXISTING CATCH BASIN

TO BE REMOVED

EXISTING STORM DRAIN MANHOLE

TO BE PROTECTED IN PLACE

EXISTING STORM DRAIN MANHOLE

TO BE PROTECTED IN PLACE

EXISTING POWER LINE

TO BE REMOVED

EXISTING ELECTRICAL EQUIPMENT

TO BE REMOVED

EXISTING WATER MANHOLE

TO BE REMOVED

REFER TO UTILITY DEMO NOTE 7 ON SHEET CS210

EXISTING POWER LINE

TO BE REMOVED

EXISTING BURIED POWER

TO BE REMOVED

APPROX. LOCATION OF EXISTING STORM DRAIN BOX CULVERT

CONTRACTOR TO FIELD VERIFY LOCATION OF CULVERT AND

PROTECT IN PLACE UNTIL DESIGN OF THE NEW SYSTEM CAN BE COMPLETED

APPROX. LOCATION OF EXISTING STORM DRAIN BOX CULVERT

CONTRACTOR TO FIELD VERIFY LOCATION OF CULVERT AND

PROTECT IN PLACE UNTIL DESIGN OF THE NEW SYSTEM CAN BE COMPLETED

APPROX. LOCATION OF EXISTING STORM DRAIN BOX CULVERT.

CONTRACTOR TO FIELD VERIFY LOCATION OF CULVERT AND

PROTECT IN PLACE UNTIL DESIGN OF THE NEW SYSTEM CAN BE COMPLETED

APPROX. LOCATION OF EXISTING STORM DRAIN LINE

CONTRACTOR TO FIELD VERIFY LOCATION OF CULVERT AND

PROTECT IN PLACE UNTIL DESIGN OF THE NEW SYSTEM CAN BE COMPLETED

APPROX. LOCATION OF EXISTING 30" STORM DRAIN LINE

CONTRACTOR TO FIELD VERIFY LOCATION OF CULVERT AND

PROTECT IN PLACE UNTIL DESIGN OF THE NEW SYSTEM CAN BE COMPLETED

EXISTING STORM DRAIN LINE

TO BE REMOVED

EXISTING SEWER CLEANOUT

TO BE PROTECTED IN PLACE

REFER TO UTILITY DEMO NOTE 7 ON SHEET CS210

EXISTING STORM DRAIN LINE

TO BE PROTECTED IN PLACE

EXISTING STORM DRAIN STRUCTURE

TO BE PROTECTED IN PLACE

EXISTING COMMUNICATIONS LINE

TO BE REMOVED

EXISTING STORM DRAIN SUMP

TO BE REMOVED

PROJECT LIMIT LINE

233 SOUTH PLEASANT GROVE BLVD.

SUITE #105

PLEASANT GROVE, UTAH 84062

PHONE: (801) 769-3000

core@corearch.com

THE INFORMATION HEREIN IS THE PROPERTY OF CORE

ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT

PROFESSIONAL STAMP

SHEET NUMBER

SHEET TITLE

DATE:

PROJECT #:

PM / PA:

PIC:

PROJECT INFORMATION

THIS DRAWING SET IS INTENDED

TO BE PRINTED IN COLOR

CONSULTANT INFORMATION

DRAWING SET STATUS

2 3 4 5 7

OWNER INFORMATION

REVISIONS

DESCRIPTION DATE

N D

A D

10 JUN 2026

26-035

NLL

O N

O O

DESIGN DEVELOPMENT

REVIEW PACKAGE

STATE OF UTAH

L I

C E

N S

F E S S I O N

G I

N E

E R

NICHOLE LEE LUTHI

No.8023335

6/10/2026

SCALE 1"=20'

40200

DEMOLITION LEGEND

REMOVE UTILITY STRUCTURES,

LIGHTS ETC. XX

XX XX XXREMOVE UTILITY

PROJECT LIMIT LINE

TEMPORARY PROJECT LIMIT

LINE

ENLARGED

UTILITY

DEMOLITION

PLAN

CS212

ENLARGED UTILITY DEMOLITION PLAN NOTES:

1. REFER TO SHEET CS210 FOR GENERAL UTILITY DEMOLITION PLAN NOTES.

VICINITY MAP

CS212

REFER TO SHEET CS211

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FLAG

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10" METAL PIPE FL=4543.12

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10" METAL PIPE FL=4547.14

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8" METAL PIPE FL=4547.71

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12" CONCRETE PIPE FL=4546.20

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4" VERTICAL METAL PIPE

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SDMH RIM=4548.59 36" NW INV=4543.54 36" SE INV=4543.64

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SDMH RIM=4548.49 36" W INV=4542.26 36" S INV=4542.63

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SDCB RIM=4548.56 36" NW INV=4543.81 36" SE INV=4543.83

AutoCAD SHX Text SDCB RIM=4548.71 N INV=4547.91 (BOTTOM) E INV=4544.71 (BOTTOM) S INV=4547.91 (BOTTOM) (NO PIPES)

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SDCB RIM=4549.19 12" E INV=4547.79 12" S INV=4547.74

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SDCB RIM=4547.63 12" N INV=4546.53 12" W INV=4546.53 12" S INV=4546.48

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SDCB RIM=4548.68 12" E INV=4547.08 12" S INV=4547.08

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SDCB RIM=4543.79 NORTH BOTTOM=4540.99 SOUTH BOTTOM=4540.94 (NO PIPES)

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SDCB RIM=4544.17 10" N INV=4542.77 10" W INV=4542.92 10" S INV=4542.72

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SDCB RIM=4543.99 10" N INV=4542.64 10" W INV=4542.69 10" S INV=4542.59

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SDCB RIM=4543.64 18" W INV=4541.14 NORTH BOTTOM=4541.09 SOUTH BOTTOM=4541.14

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SDCB RIM=4543.73 WEST BOTTOM=4542.73 (NO PIPE, FULL OF DEBRIS)

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SDCB RIM=4543.90 12" E INV=4542.60

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SDCB (CLEANOUT) RIM=4544.72 (UNABLE TO OPEN)

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SDCB RIM=4548.10 10" N INV=4546.90 10" W INV=4546.95 10" S INV=4546.95

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SSMH RIM=4549.05 18" N INV=4538.01 18" S INV=4538.27

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SSMH RIM=4548.74 12" N INV=4536.19 12" S INV=4536.17

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SSMH RIM=4544.75 12" N INV=4534.19 8" E INV=4534.92 21" S INV=4533.86

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SSMH RIM=4544.78 18" N INV=4534.56 8" E INV=4535.14 18" S INV=4534.65

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SSMH RIM=4544.51 18" S INV=4534.37 18" N INV=4534.73

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SDCB RIM=4549.58 12" N INV=4548.18 12" E INV=4548.18 12" S INV=4548.08

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SDCB RIM=4549.03 12" N INV=4547.73 12" E INV=4547.83 12" S INV=4547.78

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12" METAL PIPE FL=4547.95

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12" METAL PIPE FL=4547.88

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CONCRETE PIPE FL=4542.22

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CONCRETE PIPE FL=4543.14

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SDCB (SUMP) RIM=4548.68 BOTTOM=4540.98 (NO PIPES)

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SDCB RIM=4547.35 30" W INV=4542.65 12" E INV=4543.15 30" S INV=4542.65

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SDCB RIM=4547.37 6" S INV=4545.27 BOTTOM=4542.32

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SDCB RIM=4547.29 12" W INV=4543.67

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10" METAL PIPE FL=4542.96

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SSMH RIM=4545.32 12" N INV=4535.39 12" S INV=4535.44

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12" METAL PIPE FL=4546.34

AutoCAD SHX Text SSMH RIM=4549.52 12" N INV=4537.61 12" S INV=4537.79 8" E INV=4540.76 8" W INV=4537.76

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SSMH RIM=4549.86 12" N INV=4539.71 8" E INV=4540.64 12" S INV=4539.65

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12" METAL PIPE FL=4547.47

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12" METAL PIPE FL=4548.10

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12" METAL PIPE FL=4547.82

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10" METAL PIPE FL=4542.62

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10" METAL PIPE FL=4542.28

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EXISTING TEMPORARY STRUCTURE

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SDCB RIM=4548.10 30" S INV=4541.90 30" E INV=4542.00

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SDMH RIM=4544.65 15" N INV=4541.20 15" S INV=4541.20 18" E INV=4541.20

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STORM DRAIN CONNECTIONS AS PER THE PROVO CITY PUBLIC WORKS UTILITY MAP

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BURIED CABLE LINE, PER COMCAST UTILITY MAP, MAY 2026

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SDCB RIM=4547.61 FL=4543.61

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File details come from the government source that posted it. Updated Jun 17, 2026.