2-2026.06.12 Scott Ave 100%CD Drawings.pdf

PDF 8 MB Posted Jul 15, 2026

Attached to: Scott Avenue South Sidewalk Improvements
Solicitation number: ENG#25-12-1
Issued by: Salt Lake County, Utah

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Written by GovTribe AI · Jul 15, 2026

This is a 100% Construction Document (CD) drawings file for the Scott Avenue South Sidewalk Improvements project in Millcreek, Utah. The project encompasses the installation of pedestrian sidewalk, curb and gutter improvements along Scott Avenue between 700 East and 900 East. Work also includes the relocation and replacement of existing fences, mailboxes, landscaping, driveway approaches, and asphalt tie-ins as detailed in the construction plans. The drawings provided represent the final design specifications at 100% completion and serve as the basis for contractor bidding and project execution. These construction documents establish the technical requirements, dimensions, materials, and details necessary for implementing the sidewalk improvement work according to design standards.

The construction documents contain the detailed specifications and drawings required for contractors to prepare accurate bids and execute the work. As final design documents, they represent the comprehensive technical guidance for all aspects of the sidewalk and associated infrastructure improvements, including precise measurements and material specifications for the pedestrian pathways, drainage features, utility relocations, and site restoration elements throughout the project corridor.

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SCOTT AVENUE SOUTH SIDEWALK IMPROVEMENTS

MILLCREEK, UTAH

CONSTRUCTION DRAWINGS

PROJECT NUMBER: 25-121

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1588 SOUTH MAIN STREET

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SALT LAKE CITY, UT 84115

801.743.1300

No. 12699127-2202

SETH MACDONALD

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STATE OF UTAH

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1588 SOUTH MAIN STREET

SUITE 200

SALT LAKE CITY, UT 84115

801.743.1300

No. 12699127-2202

SETH MACDONALD

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STATE OF UTAH

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1. ALL CONSTRUCTION MUST STRICTLY FOLLOW THE STANDARDS AND SPECIFICATIONS ALL CONSTRUCTION MUST STRICTLY FOLLOW THE STANDARDS AND SPECIFICATIONS SET FORTH BY: APWA, GOVERNING UTILITY MUNICIPALITY, GOVERNING CITY, INDIVIDUAL PRODUCT MANUFACTURERS, THE DESIGN ENGINEER, AND UTAH DEPARTMENT OF TRANSPORTATION (UDOT). THE ORDER LISTED ABOVE IS ARRANGED BY SENIORITY. IF A CONSTRUCTION PRACTICE IS NOT SPECIFIED BY ANY OF THE LISTED SOURCES, CONTRACTOR MUST CONTACT DESIGN ENGINEER FOR DIRECTION. 2. WORK IN UDOT ROW SHALL ADHERE TO UDOT STANDARDS. WORK IN UDOT ROW SHALL ADHERE TO UDOT STANDARDS. 3. SITE MUST COMPLY WITH UTAH POLLUTION DISCHARGE ELIMINATION SYSTEM SITE MUST COMPLY WITH UTAH POLLUTION DISCHARGE ELIMINATION SYSTEM (UPDES) STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES (801-538-6923). A COPY OF THE PERMIT'S STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE SUBMITTED TO MILLCREEK CITY FOR REVIEW AND MUST BE ACCESSIBLE ON-SITE THROUGHOUT CONSTRUCTION. 4. TRAFFIC CONTROL, STRIPING & SIGNAGE TO CONFORM TO CURRENT UDOT TRAFFIC CONTROL, STRIPING & SIGNAGE TO CONFORM TO CURRENT UDOT TRANSPORTATION ENGINEER'S MANUAL AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND MILLCREEK STANDARDS. 5. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TO OWNER. 6. CONSULT ALL OF THE DRAWINGS AND SPECIFICATIONS FOR COORDINATION CONSULT ALL OF THE DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION. 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN, SMOOTH EDGE. 8. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST RECENT, ADOPTED EDITION OF ADA/PROWAG ACCESSIBILITY GUIDELINES. 9. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED THOROUGHLY REVIEWED PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 10. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ENGINEER OR CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ENGINEER OR INSPECTING AUTHORITY 48 HOURS IN ADVANCE OF COVERING UP ANY PHASE OF CONSTRUCTION REQUIRING OBSERVATION. 11. ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE, CITY, COUNTY OR STATE AGENCY CONTROLLING THE ROAD, INCLUDING OBTAINING REQUIRED INSPECTIONS. 12. ALL DIMENSIONS, GRADES & UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE ALL DIMENSIONS, GRADES & UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. 13. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY QUESTIONS BEFOREHAND. 14. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER. 15. CATCH SLOPES SHALL BE GRADED AS SPECIFIED ON GRADING PLANS. CATCH SLOPES SHALL BE GRADED AS SPECIFIED ON GRADING PLANS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLAGGING, CAUTION SIGNS, LIGHTS, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLAGGING, CAUTION SIGNS, LIGHTS, BARRICADES, FLAGMEN, AND ALL OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. 17. CONTRACTOR SHALL, AT THE TIME OF BIDDING AND THROUGHOUT THE PERIOD OF CONTRACTOR SHALL, AT THE TIME OF BIDDING AND THROUGHOUT THE PERIOD OF THE CONTRACT, BE LICENSED IN THE STATE OF UTAH AND SHALL BE BONDABLE FOR AN AMOUNT EQUAL TO OR GREATER THAN THE AMOUNT BID AND TO DO THE TYPE OF WORK CONTEMPLATED IN THE PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CLASS AND TYPE OF WORK CALLED FOR IN THE PLANS AND SPECIFICATIONS. 18. CONTRACTOR SHALL INSPECT THE SITE OF THE WORK PRIOR TO BIDDING TO CONTRACTOR SHALL INSPECT THE SITE OF THE WORK PRIOR TO BIDDING TO SATISFY THEMSELVES BY PERSONAL EXAMINATION OR BY SUCH OTHER MEANS AS THEY MAY PREFER OF THE LOCATION OF THE PROPOSED WORK AND OF THE ACTUAL CONDITIONS OF AND AT THE SITE OF WORK. IF, DURING THE COURSE OF THE EXAMINATION, A BIDDER FINDS FACTS OR CONDITIONS WHICH APPEAR TO BE IN CONFLICT WITH THE LETTER OR SPIRIT OF THE PROJECT PLANS AND SPECIFICATIONS, THEY SHALL CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION AND EXPLANATION BEFORE SUBMITTING THEIR BID. SUBMISSION OF A BID BY THE CONTRACTOR SHALL CONSTITUTE ACKNOWLEDGMENT THAT, IF AWARDED THE CONTRACT, THEY HAVE RELIED AND IS RELYING ON THEIR OWN EXAMINATION OF (1) THE SITE OF THE WORK, (2) ACCESS TO THE SITE, AND (3) ALL OTHER DATA AND MATTERS REQUISITE TO THE FULFILLMENT OF THE WORK AND ON THEIR OWN KNOWLEDGE OF EXISTING FACILITIES ON AND IN THE VICINITY OF THE SITE OF THE WORK TO BE CONSTRUCTED UNDER THIS CONTRACT. THE INFORMATION PROVIDED BY THE ENGINEER IS NOT INTENDED TO BE A SUBSTITUTE FOR, OR A SUPPLEMENT TO, THE INDEPENDENT VERIFICATION BY THE CONTRACTOR TO THE EXTENT SUCH INDEPENDENT INVESTIGATION OF SITE CONDITIONS IS DEEMED NECESSARY OR DESIRABLE BY THE CONTRACTOR. CONTRACTOR SHALL ACKNOWLEDGE THAT THEY HAVE NOT RELIED SOLELY UPON OWNER- OR ENGINEER-FURNISHED INFORMATION REGARDING SITE CONDITIONS IN PREPARING AND SUBMITTING THEIR BID. 19. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND TELEPHONE SERVICES AS REQUIRED FOR THE CONTRACTOR'S USE DURING CONSTRUCTION. 20. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNER, ENGINEER, AND/OR GOVERNING AGENCIES. 21. CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE BENCH MARKS, CONTROL POINTS, REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL BEAR ALL EXPENSES FOR REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR DISTURBANCE. 22. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S STANDARD SPECIFICATIONS. ALL TESTING AND INSPECTION SHALL BE PAID FOR BY THE OWNER; ALL RE-TESTING AND/OR RE-INSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. 24. IF EXISTING IMPROVEMENTS NEED TO BE DISTURBED AND/OR REMOVED FOR THE IF EXISTING IMPROVEMENTS NEED TO BE DISTURBED AND/OR REMOVED FOR THE PROPER PLACEMENT OF IMPROVEMENTS TO BE CONSTRUCTED BY THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE. COST OF REPLACING OR REPAIRING EXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS REQUIRING REMOVAL AND/OR REPLACEMENT. THERE WILL BE NO EXTRA COST DUE TO THE CONTRACTOR FOR REPLACING OR REPAIRING EXISTING IMPROVEMENTS. 25. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN THE WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THESE PLANS OR SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL EXISTING FACILITIES. THE FINISHED PRODUCT SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER, THE ENGINEER, AND THE RESPECTIVE REGULATORY AGENCY. 26. CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS-BUILT CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS-BUILT RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL STRUCTURES AND OTHER FACILITIES. AS-BUILT RECORD DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER ONE SET OF NEATLY MARKED AS-BUILT RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. AS-BUILT RECORD DRAWINGS SHALL BE REVIEWED AND THE COMPLETE AS-BUILT RECORD DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONS REDLINED AS A PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR FINAL ACCEPTANCE. 27. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. 28. CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CLASS AND TYPE OF WORK CALLED FOR IN THE PROJECT PLANS AND SPECIFICATIONS. THEREFORE, THE OWNER IS RELYING UPON THE EXPERIENCE AND EXPERTISE OF THE CONTRACTOR. PRICES PROVIDED WITHIN THE CONTRACT DOCUMENTS SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THE TRUE INTENT AND PURPOSE OF THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE COMPETENT, KNOWLEDGEABLE AND HAVE SPECIAL SKILLS IN THE NATURE, EXTENT AND INHERENT CONDITIONS OF THE WORK TO BE PERFORMED. CONTRACTOR SHALL ALSO ACKNOWLEDGE THAT THERE ARE CERTAIN PECULIAR AND INHERENT CONDITIONS EXISTENT IN THE CONSTRUCTION OF THE PARTICULAR FACILITIES WHICH MAY CREATE, DURING THE CONSTRUCTION PROGRAM, UNUSUAL OR UNSAFE CONDITIONS HAZARDOUS TO PERSONS, PROPERTY AND THE ENVIRONMENT. CONTRACTOR SHALL BE AWARE OF SUCH PECULIAR RISKS AND HAVE THE SKILL AND EXPERIENCE TO FORESEE AND TO ADOPT PROTECTIVE MEASURES TO ADEQUATELY AND SAFELY PERFORM THE CONSTRUCTION WORK WITH RESPECT TO SUCH HAZARDS. 29. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL STRIPING CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL STRIPING AND/OR PAVEMENT MARKINGS NECESSARY TO TIE EXISTING STRIPING INTO FUTURE STRIPING. METHOD OF REMOVAL SHALL BE BY GRINDING OR SANDBLASTING. 30. CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER PROVISIONS NECESSARY TO PROTECT WORKERS FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF 4' OR MORE. FOR EXCAVATIONS 4 FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH INDUSTRIAL COMMISSION OF UTAH SAFETY ORDERS SECTION 68 - EXCAVATIONS, AND SECTION 69 - TRENCHES, ALONG WITH ANY LOCAL CODES OR ORDINANCES. 31. ALL EXISTING GATES AND FENCES TO REMAIN UNLESS OTHERWISE NOTED ON ALL EXISTING GATES AND FENCES TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PROTECT ALL GATES AND FENCES FROM DAMAGE. 32. UNCLASSIFIED EXCAVATION SHALL BE PROPERLY DISPOSED OF PER GOVERNMENT UNCLASSIFIED EXCAVATION SHALL BE PROPERLY DISPOSED OF PER GOVERNMENT REGULATIONS. 33. THE IMPROVEMENTS SHOULD BE CONSTRUCTED BASED ON SURVEY OF EXISTING THE IMPROVEMENTS SHOULD BE CONSTRUCTED BASED ON SURVEY OF EXISTING CONDITION USED AS BASIS OF DESIGN. CONTRACTOR TO ENSUE STANDARD RFI PROCESS IF THEY DISCOVER A DISCREPANCY IN THE ACTUAL CONDITION OR NOT AS SURVEYED.

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1. EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS USING A COMBINATION OF EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS USING A COMBINATION OF ON-SITE SURVEYS. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN AND SERVICE LINES. THE CONTRACTOR SHALL NOTIFY BLUE STAKES AT 1-800-662-4111 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE BLUE STAKES ORDER NUMBER AND FURNISH ORDER NUMBER TO OWNER AND ENGINEER PRIOR TO ANY EXCAVATION. IT WILL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DIRECTLY CONTACT ANY OTHER UTILITY COMPANIES THAT ARE NOT MEMBERS OF BLUE STAKES. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE TO THE PROJECT. 2. CONTRACTOR SHALL POT HOLE ALL UTILITIES TO DETERMINE IF CONFLICTS EXIST CONTRACTOR SHALL POT HOLE ALL UTILITIES TO DETERMINE IF CONFLICTS EXIST PRIOR TO BEGINNING ANY EXCAVATION. NOTIFY ENGINEER OF ANY CONFLICTS. CONTRACTOR SHALL VERIFY LOCATION AND INVERTS OF EXISTING UTILITIES TO WHICH NEW UTILITIES WILL BE CONNECTED. PRIOR TO COMMENCING ANY EXCAVATION WORK THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN ACCORDANCE WITH THE REQUIRED PROCEDURES. 3. FIBER LINES INSTALLED IN SCOTT AVENUE ARE ASSUMED TO BE 18" BELOW FIBER LINES INSTALLED IN SCOTT AVENUE ARE ASSUMED TO BE 18" BELOW EXISTING ASPHALT SURFACE, BUT HAVE BEEN FOUND AS SHALLOW AS 4" IN SIMILAR AREAS IN MILLCREEK CITY. IF FIBER LINES ARE ENCOUNTERED DURING EXCAVATION OR MILLING, CALL FIBER CONTACT ON COVER PAGE. 4. CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF UNRECORDED UTILITY LINES. EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT THEIR EXPENSE. 5. ALL VALVES AND MANHOLE COVERS IN THE IMPROVEMENT AREA SHALL BE ALL VALVES AND MANHOLE COVERS IN THE IMPROVEMENT AREA SHALL BE RAISED OR LOWERED TO MEET FINISHED GRADE. 6. CONTRACTOR SHALL CUT PIPES OFF FLUSH WITH THE INSIDE WALL OF THE BOX CONTRACTOR SHALL CUT PIPES OFF FLUSH WITH THE INSIDE WALL OF THE BOX OR MANHOLE. 7. CONTRACTOR SHALL GROUT AT CONNECTION OF PIPE TO BOX WITH NON- CONTRACTOR SHALL GROUT AT CONNECTION OF PIPE TO BOX WITH NON- SHRINKING GROUT, INCLUDING PIPE VOIDS LEFT BY CUTTING PROCESS, TO A SMOOTH FINISH. 8. CONTRACTOR SHALL GROUT WITH NON-SHRINK GROUT BETWEEN GRADE RINGS CONTRACTOR SHALL GROUT WITH NON-SHRINK GROUT BETWEEN GRADE RINGS AND BETWEEN BOTTOM OF INLET LID FRAME AND TOP OF CONCRETE BOX. 9. SILT AND DEBRIS IS TO BE CLEANED OUT OF ALL STORM DRAIN BOXES. CATCH SILT AND DEBRIS IS TO BE CLEANED OUT OF ALL STORM DRAIN BOXES. CATCH BASINS ARE TO BE MAINTAINED IN A CLEANED CONDITION AS NEEDED UNTIL AFTER THE FINAL BOND RELEASE INSPECTION. 10. CONTRACTOR SHALL CLEAN ASPHALT, TAR OR OTHER ADHESIVES OFF OF ALL CONTRACTOR SHALL CLEAN ASPHALT, TAR OR OTHER ADHESIVES OFF OF ALL MANHOLE LIDS AND INLET GRATES TO ALLOW ACCESS. 11. EACH TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CAN BE LAID TO THE EACH TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CAN BE LAID TO THE ALIGNMENT AND GRADE AS REQUIRED. THE TRENCH WALL SHALL BE SO BRACED THAT THE WORKERS MAY WORK SAFELY AND EFFICIENTLY. ALL TRENCHES SHALL BE DRAINED SO THE PIPE LAYING MAY TAKE PLACE IN DEWATERED CONDITIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE COST OF DEWATERING AND NO COST CHANGE WILL BE PROVIDED. 12. CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE MEANS AND CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE MEANS AND DEVICES WITH WHICH TO REMOVE PROMPTLY AND TO PROPERLY DISPOSE OF ALL WATER ENTERING THE TRENCH EXCAVATION. 13. MAINTAIN A MINIMUM 18" VERTICAL SEPARATION DISTANCE BETWEEN ALL UTILITY MAINTAIN A MINIMUM 18" VERTICAL SEPARATION DISTANCE BETWEEN ALL UTILITY CROSSINGS. 14. CONTRACTOR SHALL START INSTALLATION AT LOW POINT OF ALL NEW GRAVITY CONTRACTOR SHALL START INSTALLATION AT LOW POINT OF ALL NEW GRAVITY UTILITY LINES. 15. ALL BOLTED FITTINGS MUST BE GREASED AND WRAPPED. ALL BOLTED FITTINGS MUST BE GREASED AND WRAPPED. 16. UNLESS SPECIFICALLY NOTED OTHERWISE, MAINTAIN AT LEAST 2 FEET OF COVER UNLESS SPECIFICALLY NOTED OTHERWISE, MAINTAIN AT LEAST 2 FEET OF COVER OVER ALL STORM DRAIN LINES AT ALL TIMES (INCLUDING DURING CONSTRUCTION). 17. ALL WATER LINES SHALL BE INSTALLED A MINIMUM OF 36" OF COVER TO TOP OF ALL WATER LINES SHALL BE INSTALLED A MINIMUM OF 36" OF COVER TO TOP OF PIPE BELOW FINISHED GRADE. 18. ALL SEWER LINES AND SEWER SERVICES SHALL HAVE A MINIMUM HORIZONTAL ALL SEWER LINES AND SEWER SERVICES SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET, PIPE EDGE TO PIPE EDGE, FROM THE WATER LINES. 19. CONTRACTOR SHALL INSTALL THRUST BLOCKING AT ALL WATERLINE ANGLE POINTS CONTRACTOR SHALL INSTALL THRUST BLOCKING AT ALL WATERLINE ANGLE POINTS AND TEES. 20. ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO INSTALLATION OF ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO INSTALLATION OF CURB, GUTTER, SIDEWALK AND STREET PAVING. 21. CONTRACTOR SHALL INSTALL MAGNETIC LOCATING TAPE CONTINUOUSLY OVER ALL CONTRACTOR SHALL INSTALL MAGNETIC LOCATING TAPE CONTINUOUSLY OVER ALL NONMETALLIC PIPE. 22. UNDER NO CIRCUMSTANCE SHALL THE PIPE OR ACCESSORIES BE DROPPED INTO UNDER NO CIRCUMSTANCE SHALL THE PIPE OR ACCESSORIES BE DROPPED INTO THE TRENCH 23. ALL IRRIGATION SYSTEMS ARE TO REMAIN FUNCTIONAL DURING CONSTRUCTION. ALL IRRIGATION SYSTEMS ARE TO REMAIN FUNCTIONAL DURING CONSTRUCTION. CAP BROKEN LINES UNTIL REPAIR, SO THAT SYSTEM IS FUNCTIONAL.

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A : 2

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E A

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STA 0+00 TO 2+20

STA 2+20 TO 4+50

J O

B N

U M

S U

B M

1588 SOUTH MAIN STREET

SUITE 200

SALT LAKE CITY, UT 84115

801.743.1300

No. 12699127-2202

SETH MACDONALD

R E

G I

S T

E R

E D P R O F E S S I O N A L E N G

I N E E R

STATE OF UTAH

06.12.2026

C100

E E

K C

-1

S C

O T

T A

V E

N U

E S

O U

T H

E W

R O

V E

M E

N T

S D

E M

N P

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ADA RAMP

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AutoCAD SHX Text GENERAL NOTES: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ALL EXISTING UTILITIES AND IMPROVEMENTS WHETHER OR NOT SHOWN ON THESE PLANS. THE FACILITIES AND IMPROVEMENTS ARE BELIEVED TO BE CORRECTLY SHOWN BUT THE CONTRACTOR IS REQUIRED TO SATISFY THEMSELF AS TO THE COMPLETENESS AND ACCURACY OF THE LOCATIONS. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY, FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. 1. PROVIDE ALL CONDUITS AND WIRE NECESSARY TO ENSURE THAT ALL EXISTING SITE LIGHTING RETAINS FULL FUNCTIONALITY THROUGH ALL DEMOLITION AND NEW CONSTRUCTION. ALL EXISTING LIGHTING IS TO BE FUNCTIONAL EACH NIGHT. IF EXISTING CONDUIT OR WIRE IS DAMAGED OR DEMOLISHED, NEW OR TEMPORARY WIRING SHALL BE INSTALLED TO ENSURE THE LIGHTS ARE ON BEFORE DARK SCOPE OF WORK: APPROXIMATE LIMITS-OF-DISTURBANCE, TYP. SAWCUT TO PROVIDE SMOOTH CLEAN EDGE. PRESERVE AND PROTECT EXISTING IMPROVEMENTS BEYOND LIMITS OF DISTURBANCE. PROTECT IN PLACE EXISTING UTILITY. REMOVE AND PROPERLY DISPOSE OF EXISTING CONCRETE. REMOVE AND PROPERLY DISPOSE OF EXISTING LANDSCAPING. REMOVE AND PROPERLY DISPOSE OF EXISTING CURB AND GUTTER. REMOVE PRIVATE LANDSCAPE FEATURE. COORDINATE WITH OWNER. PRESERVE AND PROTECT EXISTING POWER / LIGHT POLE. PRESERVE AND PROTECT EXISTING MAIL BOX. REMOVE AND PROPERLY DISPOSE OF EXISTING TREE. PRESERVE AND PROTECT ALL EXISTING TREES, AS NEEDED. PRESERVE AND PROTECT EXISTING FENCE. PRESERVE AND PROTECT EXISTING CURB AND GUTTER. REMOVE AND RELOCATE EXISTING MAILBOX. SEE SITE PLAN FOR NEW LOCATION. SAWCUT EXISTING CONCRETE AT NEAREST CONTROL JOINT. PRESERVE AND PROTECT EXISTING SIGN. REMOVE AND PROPERLY DISPOSE OF EXISTING ASPHALT PAVEMENT. MILLCREEK CITY TO COORDINATE WITH RMP FOR RELOCATION OF EXISTING POWER POLE TO LOCATION SHOWN ON SITE PLAN. REMOVE AND REPLACE EXISTING FENCE PER PLANS; COORDINATE WITH OWNER. REMOVE AT LEAST 2' OF ASPHALT OUTWARD FROM PROPOSED CURB LINE PER APWA STANDARD DETAIL 251. SEE SHEET C701.

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700 EAST

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3463 E SCOTT PARK LN

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776 E SCOTT AVE 778 E SCOTT AVE

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A R

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790 E SCOTT AVE 800 E SCOTT AVE

E S

C O

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(S E

E A

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: 4 +5

E E

S H

E E

T C

STA 4+50 TO 6+75

STA 6+75 TO 9+10

J O

B N

U M

S U

B M

1588 SOUTH MAIN STREET

SUITE 200

SALT LAKE CITY, UT 84115

801.743.1300

No. 12699127-2202

SETH MACDONALD

R E

G I

S T

E R

E D P R O F E S S I O N A L E N G

I N E E R

STATE OF UTAH

06.12.2026

C101

E E

K C

-1

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700 EAST

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820 E SCOTT AVE 872 E SCOTT AVE8

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872 E SCOTT AVE 888 E SCOTT AVE872 E SCOTT AVE

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M A

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(S E

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A : 1

(S E

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T A

: 9 +1

E E

S H

E E

T C

STA 9+10 TO 11+45

STA 11+45 TO 13+80

J O

B N

U M

S U

B M

1588 SOUTH MAIN STREET

SUITE 200

SALT LAKE CITY, UT 84115

801.743.1300

No. 12699127-2202

SETH MACDONALD

R E

G I

S T

E R

E D P R O F E S S I O N A L E N G

I N E E R

STATE OF UTAH

06.12.2026

C102

E E

K C

-1

S C

O T

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V E

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O U

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E W

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M E

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S D

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N P

AutoCAD SHX Text R.O.W.

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700 EAST

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SCOTT PARK LANE

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A : 1

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S H

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STA 13+80 TO 15+95.44

J O

B N

U M

S U

B M

1588 SOUTH MAIN STREET

SUITE 200

SALT LAKE CITY, UT 84115

801.743.1300

No. 12699127-2202

SETH MACDONALD

R E

G I

S T

E R

E D P R O F E S S I O N A L E N G

I N E E R

STATE OF UTAH

06.12.2026

C103

E E

K C

-1

S C

O T

T A

V E

N U

E S

O U

T H

E W

R O

V E

M E

N T

S D

E M

N P

AutoCAD SHX Text R.O.W.

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700 EAST

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728 E SCOTT AVE 732 E SCOTT AVE 736 E SCOTT AVE 3462 E SCOTT PARK LN

J O

B N

U M

S U

B M

1588 SOUTH MAIN STREET

SUITE 200

SALT LAKE CITY, UT 84115

801.743.1300

No. 12699127-2202

SETH MACDONALD

R E

G I

S T

E R

E D P R O F E S S I O N A L E N G

I N E E R

STATE OF UTAH

06.12.2026

C200

E E

K C

-1

S C

O T

T A

V E

N U

E S

O U

T H

E W

R O

V E

M E

N T

S S

M A

T C

N E

S T

A : 2

(S E

E B

M A

T C

N E

S T

A : 4

(S E

E S

H E

E T

M A

T C

N E

S T

A : 2

(S E

E A

B O

V E

STA 0+00 TO 2+20

STA 2+20 TO 4+50

A C204

B C204

AutoCAD SHX Text

ADA RAMP

AutoCAD SHX Text R.O.W.

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CENTERLINE

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10' CONSTRUCTION EASEMENT

AutoCAD SHX Text COORDINATE WITH RMP FOR CONDITION AROUND EXISTING POLE. PROVIDE EXPANSION JOINT MATERIAL AROUND POLE.

AutoCAD SHX Text 4'

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AutoCAD SHX Text SITE GENERAL NOTES: SEE GRADING DRAWINGS FOR ADDITIONAL DESIGN INFORMATION. ALL SIGNS AND MARKINGS SHALL CONFORM TO THE LATEST EDITION ON THE M.U.T.C.D. SITE SCOPE OF WORK: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: INSTALL TYPE A - 30" STANDARD CURB AND GUTTER PER APWA STD DWG NO. 205.1. SEE SHEET C700. WHERE STD DWG NO. 205.1. SEE SHEET C700. WHERE . 205.1. SEE SHEET C700. WHERE 700. WHERE . WHERE CONNECTING TO EXISTING CURB AND GUTTER, FOLLOW APWA STD DWG NO. 206. INSTALL PEDESTRIAN CONCRETE SIDEWALK PER APWA STD DWG NO. 231. SEE SHEET C701. 701. . RELOCATE EXISTING MAIL BOX TO LOCATION SHOWN. ASPHALT PAVEMENT TIE-IN PER APWA STANDARD DRAWING 251. SEE SHEET C701. INSTALL PEDESTRIAN CONCRETE SIDEWALK PER APWA STD DWG NO. 231 WITH ABUTTING TYPE P CURB PER APWA STD DWG NO. 209. SEE SHEET C701 FOR DETAILS AND GRADING SHEET FOR 701 FOR DETAILS AND GRADING SHEET FOR CURB ELEVATIONS. LANDSCAPING TO MATCH PRE-DEMOLITION CONDITIONS. PROVIDE CURB TRANSITION FROM TYPE F TO TYPE A CURB OVER AT LEAST 6 LINEAR FEET. CITY PARK STRIP. COORDINATE WITH HOMEOWNER FOR ANY PLANNED IRRIGATION UNDER PROPOSED SIDEWALK. INSTALL ONE LIFT OF 4" MINUS ANGULAR ROCK ABOVE NON-WOVEN GEOTEXTILE FABRIC, TO BE APPROVED BY CITY. IF PREFERRED BY HOMEOWNER AND APPROVED BY THE CITY, TOPSOIL CAN BE INSTALLED IN LIEU OF ROCK. INSTALL FLARE DRIVEWAY APPROACH PER APWA STD DWG NO. STD DWG NO. . 221.1. SEE SHEET C700. 700. . INSTALL 6" HIGH CHAIN LINK FENCING AT EXISTING R.O.W., COORDINATE WITH OWNER. MILLCREEK CITY TO COORDINATE WITH IRRIGATION DITCH OWNER TO RELOCATE EXISTING HEADWALL AND RELATED PIPE/DITCH IMPROVEMENTS TO ACCOMMODATE PROPOSED SIDEWALK. RESET EXISTING UTILITY TO GRADE. MILLCREEK CITY TO COORDINATE WITH RMP FOR RELOCATION OF EXISTING POWER POLE TO POSSIBLE NEW LOCATION SHOWN. INSTALL CONCRETE DRIVEWAY. MATCH EXISTING CONCRETE SECTION (MIN 6" CONCRETE OVER 6" UTBC). INSTALL TYPE F CURB AND GUTTER PER APWA STD DWG NO. NO. . 205.2. SEE SHEET C700. WHERE CONNECTING TO EXISTING CURB 700. WHERE CONNECTING TO EXISTING CURB . WHERE CONNECTING TO EXISTING CURB AND GUTTER, FOLLOW APWA STD DWG NO. 206. INSTALL CURB RAMP PER APWA STD DWG NO. 238, TRANSITION 2. SEE SHEET C701.

AutoCAD SHX Text

700 EAST

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SCOTT PARK LANE

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CENTERLINE

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10' CONSTRUCTION EASEMENT

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E S

C O

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A V

776 E SCOTT AVE 778 E SCOTT AVE

S C

O T

T P

A R

K L

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SCOTT AVENUE

790 E SCOTT AVE 800 E SCOTT AVE

E S

C O

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A V

J O

B N

U M

S U

B M

1588 SOUTH MAIN STREET

SUITE 200

SALT LAKE CITY, UT 84115

801.743.1300

No. 12699127-2202

SETH MACDONALD

R E

G I

S T

E R

E D P R O F E S S I O N A L E N G

I N E E R

STATE OF UTAH

06.12.2026

C201

E E

K C

-1

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V E

N U

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O U

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A : 6

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STA 4+50 TO 6+75

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J O

B N

U M

S U

B M

1588 SOUTH MAIN STREET

SUITE 200

SALT LAKE CITY, UT 84115

801.743.1300

No. 12699127-2202

SETH MACDONALD

R E

G I

S T

E R

E D P R O F E S S I O N A L E N G

I N E E R

STATE OF UTAH

06.12.2026

C202

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K C

-1

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T H

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STA 9+10 TO 11+45

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C C204

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3460 S 900 E

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J O

B N

U M

S U

B M

1588 SOUTH MAIN STREET

SUITE 200

SALT LAKE CITY, UT 84115

801.743.1300

No. 12699127-2202

SETH MACDONALD

R E

G I

S T

E R

E D P R O F E S S I O N A L E N G

I N E E R

STATE OF UTAH

06.12.2026

C203

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STA 13+80 TO 15+95.44

D C204

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File details come from the government source that posted it. Updated Jul 15, 2026.