6-TB2668-EA - Attachment B - Project Drawings.pdf

INDEX OF SHEETS

G1 - COVER SHEET

C100 - GENERAL NOTES AND DETAILS

C101 - UTILITY DETAILS

C102 - CITY NOTES

C200 - EXISTING SURVEY AND TOPOGRAPHY

CS210 - DEMOLITION PLAN

CS230 - SITE LAYOUT PLAN

CG400 - GRADING PLAN

CG450 - HYDROLOGY PLAN

C500 - EROSION CONTROL PLAN

C510 - EROSION CONTROL DETAILS

NOT TO SCALE

VICINITY MAP

PROJECT

LOCATION

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STATE OF UTAH

L I

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F E S S I O N

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NICHOLE LEE LUTHI

No.8023335

DATE ISSUED:

04/20/2026

G1

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CONSTRUCTION DOCUMENTS: APRIL 20, 2026

1017 EAST HARRISON AVE

SALT LAKE CITY, UTAH

EMERSON ELEMENTARY

SITE IMPROVEMENTS

OWNER:

SALT LAKE CITY SCHOOL DISTRICT

406 EAST 100 SOUTH

SALT LAKE CITY, UT 84111

PHONE: 801-578-8599

CONTACT: DEVIN WILLIAMS

E-MAIL: Devin.Williams@slcschools.org

CIVIL ENGINEER:

MERIDIAN ENGINEERING INC.

1628 WEST 11010 SOUTH, SUITE 102

SOUTH JORDAN, UTAH 84095

PHONE: 801-569-1315

CONTACT: NICHOLE LUTHI

E-MAIL: nluthi@meiamerica.com

E A

ST

1300 SOUTH

GENERAL NOTES

SPECIAL PROJECT NOTE:

· ALL CONSTRUCTION ACTIVITY WITHIN STREET ROW AND FOR SITE WATER LINES AND SEWER LINES SHALL CONFORM TO SALT LAKE CITY STANDARD PLANS AND “APWA MANUAL OF STANDARD PLANS” (LATEST EDITION) AND THE DEVELOPMENT GUIDELINES AND SPECIFICATIONS. CONTRACTOR SHALL OBTAIN COPIES OF

SAID CITY STANDARDS AND APWA STANDARDS PRIOR TO CONSTRUCTION.

GENERAL

1. ANY MODIFICATION TO THIS CONSTRUCTION PACKAGE SHALL BE APPROVED BY THE OWNER. PRIOR TO SAID APPROVAL, ALL IMPROVEMENT DRAWINGS

SHALL BE RESUBMITTED AND APPROVED BY THE CITY ENGINEER.

2. THE CONTRACTOR SHALL LOCATE, RETAIN AND PROTECT ALL EXISTING UTILITIES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. EXISTING GAS, TELEPHONE, POWER, OR WATERLINES WHICH MUST BE RELOCATED OR LOWERED FOR NEW GRAVITY LINES WILL BE COMPLETED BY THE CONTRACTOR TO

THE UTILITY COMPANY SPECIFICATIONS.

3. ALL SUITABLE EXCAVATION MATERIAL MAY BE STOCKPILED ON LANDSCAPE AREAS (NOT OVER 3' DEEP) AND GRADED TO DRAIN. EXCESS TOPSOIL SHALL BE REMOVED AND STORED AS INDICATED ON THE LANDSCAPE PLANS. SUITABLE MATERIAL IS DEFINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT AS WELL AS CITY EARTHWORK SPECIFICATIONS. ALL EARTHWORK SHALL BE COMPLIANT WITH THESE DOCUMENTS. IF CITY SPECIFICATIONS AND THE GEOTECHNICAL REPORT ARE IN CONFLICT REFER TO THE CITY ENGINEER FOR DIRECTION ON WHICH REQUIREMENTS MUST BE FOLLOWED IN THE

FIELD.

4. TRACER TAPE SHALL BE PLACED ABOVE ALL SEWER, PVC ROOF DRAIN LINES. WATER AND SECONDARY WATER LINES PER CITY AND DISTRICT STANDARD

SPECIFICATIONS. TRACER WIRE SHALL BE INSTALLED OVER THE WATER LINES.

5. 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.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER BACKFILLING, COMPACTING, AND PAVEMENT RESTORATION WHERE NECESSARY TO INSTALL NEW

UTILITIES OR NEW IMPROVEMENTS PER CITY STANDARDS IN EXISTING ROADWAYS.

7. CONTRACTOR SHALL PROVIDE CITY INSPECTOR WITH CONSTRUCTION SCHEDULE AFTER SAID SCHEDULE HAS BEEN APPROVED BY OWNER.

8. CONTRACTOR SHALL COORDINATE CONSTRUCTION DEMOLITION AND INSTALLATION 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 AND PROPOSED NEW SITE ELECTRICAL EQUIPMENT STRUCTURES AND LINES SHOWN ON CIVIL PLANS ARE SCHEMATICALLY SHOWN ONLY AS A COORDINATION BETWEEN ELECTRICAL AND CIVIL.

PLEASE REFER DIRECTLY TO ELECTRICAL PLANS FOR THE LAYOUT AND DETAILS OF ALL SITE ELECTRICAL EQUIPMENT AND LINES.

9. 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.

10. CONTRACTOR TO SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY PRIOR TO ANY WORK.

11. ALL UTILITY STRUCTURES WITHIN PAVEMENT SHALL BE RAISED TO ACCURATE FINISHED GRADE WITH A CONCRETE COLLAR. SEE DETAIL ON SHEET C101.

12. 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.

13. 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.

14. 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.

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

16. ALL EXISTING ASPHALT TO REMAIN SHALL BE SAW CUT IN NEAT, STRAIGHT LINES BY THE CONTRACTOR PRIOR TO EXCAVATION.

17. NO CHANGE IN DESIGN LOCATIONS OR GRADE WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN APPROVAL OF THE OWNER AND ENGINEER.

18. CONTRACTOR SHALL NOT ALLOW ANY GROUND WATER, SURFACE WATER, ANIMALS, OR DEBRIS TO ENTER NEW PIPING DURING CONSTRUCTION.

19. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PROTECT ALL NEW FACILITIES DURING THE CONSTRUCTION PERIOD UNTIL THE DESIGN GRADE AND

COVER HAVE BEEN REACHED AND WORK HAS BEEN ACCEPTED BY OWNER.

20. CONTRACTOR IS TO REMAIN WITHIN THE CONTRACT LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR NECESSARY REPAIRS TO

ADJACENT SURFACE IMPROVEMENTS AND LANDSCAPING DURING CONSTRUCTION.

21. 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.

22. ALL ONSITE PAVEMENT SECTIONS, GRADING, EXCAVATION, BACKFILLING, AND OTHER EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS PREPARED FOR THIS PROJECT. STRUCTURAL FILL, BEDDING, IMPORTED BACKFILL, GRANULAR SUBBASE, BASE COURSE AND ASPHALTIC CONCRETE MATERIALS SHALL MEET THE REQUIREMENTS OUTLINED IN THE PROJECT SPECIFICATIONS. ALL EARTHWORK AND PAVING IN CITY R.O.W. SHALL

MEET CITY SPEC'S.

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

JOB.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS AND TRAFFIC PERMITS AND TRAFFIC CONTROL PLANS FOR ALL WORK IN

CITY R.O.W. (EXISTING AND NEW ROADWAYS) PRIOR TO BEGINNING WORK.

25. CONTRACTOR SHALL COORDINATE CONSTRUCTION AND INSTALLATION OF ELECTRICAL, TELEPHONE, NATURAL GAS, AND SERVICES WITH THE UTILITY COMPANY. ASSOCIATED UTILITY COMPANY FEES WILL BE PAID AS OUTLINED IN CONTRACT GENERAL CONDITIONS. CONTRACTOR TO PROVIDE ELECTRICAL AND TELEPHONE LINE TRENCHING AND BACKFILL. COORDINATE LOCATIONS WITH ROCKY MOUNTAIN POWER AND CENTURY LINK. COORDINATE AND SCHEDULE WITH ENBRIDGE GAS, CENTURY LINK, AND ROCKY MOUNTAIN POWER FOR CONNECTION OF THESE UTILITIES TO THE NEW BUILDING. GAS, TELEPHONE AND POWER ALL MUST BE EXTENDED TO THE SITE FROM THE NEW DEVELOPMENT IN THE AREA. COORDINATE WITH THESE UTILITIES FOR

LOCATION OF THESE NEW EXTENSIONS.

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

27. NO DRIVEWAY SHALL BE CONSTRUCTED TO CONVEY STORM RUNOFF TOWARDS ANY BUILDING.

28. 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.

29. 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.

30. CONTACT FOR UTILITY COORDINATION INCLUDE:

SEWER- SLC PUBLIC UTILITIES: 801-483-6900

WATER- SLC PUBLIC UTILITIES: 801-483-6900

STORM- SLC PUBLIC UTILITIES: 801-483-6900

IRRIGATION- SLC PUBLIC UTILITIES: 801-483-6900

GAS- ENBRIDGE GAS: 800-323-5517

POWER- ROCKY MOUNTAIN POWER: 888-221-7070

31. THERE IS NO LANDSCAPE DEMOLITION PLAN OR REPAIR PLAN IN THIS PACKAGE. CONTRACTOR IS EXPECTED TO REMOVE AND REPLACE EXISTING LANDSCAPE AND SPRINKLER SYSTEM WITHIN THE PROJECT LIMIT LINE OF THE AFFECTED AREAS. COORDINATE WITH OWNER. A MINIMUM OF 4” TOPSOIL IS REQUIRED UNDER ALL NEW SOD. THE NEW SPRINKLER SYSTEM FOR THE AFFECTED AREAS TO MATCH THE EXISTING SYSTEM (SPRINKLER HEADS, VALVING, AND PIPE SIZE).

32. AT THE DIRECTION OF THE OWNER, GEOTECHNICAL ENGINEERING SERVICES WERE NOT RETAINED FOR THE DEVELOPMENT OF PAVEMENT SECTION RECOMMENDATIONS FOR THIS PROJECT. AS SUCH, THE PAVEMENT SECTION SPECIFIED HEREIN HAS BEEN PROVIDED BY MERIDIAN SOLELY BASED ON GUIDANCE FROM THE OWNER AND WITHOUT THE BENEFIT OF A GEOTECHNICAL INVESTIGATION. MERIDIAN ASSUMES NO RESPONSIBILITY FOR ANY FUTURE PAVEMENT PERFORMANCE ISSUES, INCLUDING BUT NOT LIMITED TO SETTLEMENT, CRACKING, OR PREMATURE FAILURE, THAT MAY RESULT FROM

SUBSURFACE CONDITIONS OR INADEQUATE PAVEMENT DESIGN.

PROPERTY LINE

LIMITS OF PROJECT

MATCHLINE

CENTERLINE

SAW CUT LINE

MAJOR CONTOUR

MINOR CONTOUR

SANITARY SEWER PIPELINE

STORM DRAIN PIPELINE

FOUNDATION DRAIN

TELEPHONE

WATER PIPELINE

SS

SD

T

W

DYH

WM

FIRE HYDRANT

WATER VALVE

WATER METER

POST INDICATOR VALVE

FIRE DEPARTMENT CONNECTION

WATER CAP

WATER TEE

WATER CROSS

WATER WYE

WATER REDUCER

WATER BENDS

AREA DRAIN (SIZE PER PLAN)

CATCH BASIN (SIZE PER PLAN)

PRE-TREATMENT CURB INLET BOX (PRE-TREAT CIB)

CURB INLET BOX (CIB)

STORM DRAIN FLARED END SECTION

STORM DRAIN / SANITARY SEWER CLEANOUT

4'Ø STORM DRAIN /SANITARY SEWER MANHOLE

5'Ø STORM DRAIN /SANITARY SEWER MANHOLE

ELECTRIC METER

GAS METER

LIGHT POLE

DOUBLE LIGHT POLE

CURB & GUTTER (24")

CURB WALL (6")

SPOT ELEVATION

HANDICAPPED PARKING

STOP BAR

PAVEMENT MARKING

POWER POLE

SIGN

CLEANOUT BOX

THREE CHAMBER PRE-TREATMENT BOX

33.05

TBC

DECORATIVE SITE LIGHTING

EM

SYMBOL LEGEND

LINE LEGEND

YARD HYDRANTYH

OVERFLOW BOX

PIV

FDC

GM

PP

COMBO BOX (COMBO)

SECONDARY WATER PIPELINE

GAS PIPELINE

BURIED POWER

CATV

FIBER OPTIC

RIDGE LINE

FLOW LINE

FENCE

SILT FENCE

TEMPORARY SHORING

REMOVAL

ABANDON

IRR

G

P

CATV

FO

RIDGE

SF

X X

XX XX

SS SS

SD SD

T T

W W

IRR IRR

G G

P P

CTV CTV

FO FO

RIDGE

EXISTINGPROPOSED

N.T.S. A

NOTES:

1. USE FOR DUMPSTER PADS AND OTHER CONCRETE PAVING WITH VEHICLE TRAFFIC AS INDICATED BY HATCH ON CIVIL

SITE LAYOUT PLAN. FOR DUMPSTER PADS USE 8" THICK CONCRETE PAVEMENT SECTION.

2. PROOF ROLL NATURAL SUBGRADE PER SPEC'S.

3. PAVEMENT CONSTRUCTION DURING WET PERIODS WILL REQUIRE 12" OF GRANULAR FILL MATERIAL PLACED DIRECTLY

BELOW THE GRANULAR FILL SUBBASE LAYER. INSTALL GEOTEXTILE FABRIC (MIRAFI 600X OR EQUIVALENT) WHERE SUBGRADE COMPACTION IS NOT FEASIBLE. PROVIDE ADDITIONAL FILL & FABRIC IF NECESSARY FOR COMPLETION

SCHEDULE AT NO ADDITIONAL COST TO OWNER.

4. SEALED CONTRACTION JOINTS TO BE 1 12" DEEP. JOINT PATTERN AS OUTLINED ON SITE PLANS. 15' MAXIMUM SPACING

5. SEAL ALL EXPANSION JOINTS PER SPEC'S.

6. IF EXISTING PAVEMENT IS PULVERIZED AND MIXED WITH NEW BASE COURSE MATERIAL, THE ASPHALT THICKNESS

SHALL BE INCREASED 1/2" OVER THE RECYCLED ASPHALT BASE COURSE MIXTURE.

CONCRETE PAVEMENT SECTION

(ON SITE ONLY)

6" MIN CONCRETE

6" MIN UNTREATED BASE

COURSE

COMPACTED FILL OR

SUBGRADE

6'-0

6'-0"

10"

1'-6"

7" 10"

4"

1'-5"

6" RAD.

(TYP.)

N.T.S.

PAINTED ADA SYMBOL

D-08-312-3012

E

4" WIDE WHITE

ADA SYMBOL.

STANDARD BLUE

BACKGROUND

115.00°

NOTES:

1. CONCRETE SHALL BE MONOLITHIC 4000 PSI @ 28 DAYS (6% AIR ENTRAINED).

2. PLACE EXPANSION-CONTRACTION JOINTS AT ALL BC AND EC POINTS. PLACE CONTROL JOINTS AT 10' INTERVALS.

3. PLACE JOINT FILLER STRIPS BETWEEN WALK AND CURB TO DEPTH OF CONCRETE PLUS ONE INCH WITH TIP SET FLUSH WITH TOP BACK OF CURB.

4. REMOVE NON-ENGINEERED FILL BELOW CURB AND 2' MINIMUM BEYOND THE EDGE OF CONCRETE AND REPLACE STRUCTURAL FILL. REFER TO

SPEC. SECTION 312000 FOR SUBGRADES PREPARATION OVEREXCAVATION REQUIREMENTS.

5. ALL COLD JOINTS ON SITE NEED TO BE DOWELED.

6. WHEN PAVEMENT IS PLACED ON 3 FEET OR MORE OF SITE FILL, THE GENERAL SITE FILL SHOULD MEET THE REQUIREMENTS OUTLINED IN THE

EARTH MOVING SPEC. THE TOP 24" OF FILL MUST BE STRUCTURAL FILL WITH MIRAFI RS280i OR APPROVED EQUIVALENT FOR STABILIZATION FABRIC OVER THE STRUCTURAL FILL TO GET TO SUBGRADE. FABRIC SHOULD BE PLACED OVER RELATIVELY LEVEL SURFACES. ABRUPT

ELEVATION CHANGES SHOULD BE SMOOTHED.

8"

6" 12"

6" 18"

R = 1/2"

2"

UNTREATED 6"MIN. BASE COURSE UNDER CURB

ASPHALT PAVING, SIDEWALK, OR LANDSCAPE PER

PLAN LANDSCAPE TO BE 1" BELOW CURB

REFER TO PAVEMENT

SECTION ON THIS SHEET.

PA

VE

ME

NT

SE

CT

ION

VA

RIE

S

BOTTOM OF CONTRACTION JOINT

24" CURB & GUTTER

N.T.S. B

ONSITE ONLY. NOT FOR USE

WITHIN CITY ROW.

PLAN

N.T.S.

CONCRETE SIDEWALK C

NOTES:

1. USE MONOLITHIC CONSTRUCTION 4" THICK EXCEPT AT DRIVEWAYS WHERE THICKNESS OF 6" IS REQUIRED.

2. SAWCUT AND CHAMFER SCORE LINES AT INTERVALS EQUAL TO 1 TIMES THE WIDTH OF THE SIDEWALK UNIFORMLY PLACED ALONG LENGTH OF SIDEWALK AFTER POUR. SAW CUTTING

SHOULD BE DONE 4 TO 12 HOURS AFTER THE CONCRETE HAS BEEN FINISHED. IN HOT WEATHER EARLY-ENTRY DRY-CUT JOINTS SHOULD BE CUT 1 TO 4 HOURS AFTER FINISHING.

3. SIDEWALK EXPANSION JOINTS SHALL BE 20' ON CENTER MAXIMUM. THE EXPANSION JOINT SHALL INCLUDE ASPHALT IMPREGNATED FIBER EXPANSION MATERIAL. THE CONTRACTOR

WILL USE BOND BREAKER TAPE WITH POLYURETHANE JOINT SEALANT TO A DEPTH OF 3/8".

4. EDGE SIDEWALK WITH 1/2" RADIUS EDGING TOOL. ROUND EDGES AT EXPANSION JOINTS TO A RADIUS OF 1/2".

5. USE HAIR-BROOM BRUSH TO FINISH SIDEWALKS.

6. OVER NEWLY BACKFILLED TRENCHES, PLACEMENT OF 2-10' #4 BARS IN SIDEWALK IS REQUIRED.

7. REMOVE NON-ENGINEER FILL BELOW SIDEWALK AND 2' MINIMUM BEYOND THE EDGE OF CONCRETE AND REPLACE WITH STRUCTURAL FILL.

8. ALL CONCRETE SIDEWALK SLABS SHALL BE DOWELED TO ADJACENT SLABS WITH REBAR DOWELS AT EXPANSION JOINTS OR ANY BREAK IN THE POUR. DOWELS ARE TO BE EVENLY

SPACED WITH MAXIMUM DISTANCE BETWEEN DOWELS NOT TO EXCEED 24". REBAR DOWELS MUST BE #4 OR LARGER AND AT LEAST 24" LONG. DOWELS MUST BE EMBEDDED AT

LEAST 3" DEEP AND NO CLOSER THAN 6" FROM THE EDGE OF THE SLAB.

SECTION A

6"

NO

TE

PROPERTY LINE

NOTE 4NOTE 2

NOTE 5

NOTE 3

SCORE LINE 1" DEEP

SEE NOTE 2

COMPACTED SUBGRADE 6" COMPACTED UNTREATED BASE

A

ONSITE ONLY. NOT FOR USE

WITHIN CITY ROW.

A

ACCESSIBLE

VAN

ACCESSIBLE

12"

18"

5' 18"

6"

12" x 18" OFFICIAL HANDICAP PARKING

SIGNS AND LOGO APPROVED BY

ARCH. COMPLETE WITH 3 x 3 STEEL

POST CAPPED WITH 1/2" STEEL.

ATTACH SIGNS TO POST WITH

GALVANIZED NUTS AND BOLTS

2" x 2" SQUARE TELESPAR

SIGN (12 GAUGE GALVANIZED)

POST OR APPROVED

EQUIVALENT

EXPOSED CONCRETE

HAND RUBBED.

4" CONCRETE SLAB

SLEEVE SET IN CONCRETE

N.T.S.

SIGN DETAIL

ENTER

ONLY STOP

DO NOT

ENTER

"ENTER ONLY"

"STOP"

PER MUTCD R1-1

"DO NOT ENTER"

PER MUTCD R5-1

NOTES:

1. ALL SIGNS TO CONFORM TO MUTCD 2009 STANDARDS.

D

SET POST IN SLEEVE

AND BOLT ON.

TRUCKS

ONLY

"TRUCK DELIVERY ONLY"

DELIVERY

MAINTENANCE

DELIVERIES

ONLY

DROP OFF ONLY

NO PARKING

NO PARKING

FIRE LANE

TOW AT OWNERS

EXPENSE

"MAINTENANCE

DELIVERIES"

"DROP OFF ONLY"

"FIRE LANE"

NOTES:

1. PRECAST BOXES DESIGNED FOR HS-20 TRAFFIC LOAD. PRECAST BOX DIMENSIONS MAY VERY. SUBMIT DIMENSIONS AND DESIGN FOR APPROVAL.

2. CONCRETE 4000 PSI 28-DAY COMPRESSIVE STRENGTH.

3. STEEL GRADE 60 DEFORMED BARS.

4. ALL SCREENS, STRAPS, BELTS AND MISC. HARDWARE CONNECTING THE STAINLESS STEEL SCREEN SHALL BE CONSTRUCTED OF STAINLESS STEEL.

5. CUT PIPING SMOOTH WITH BOX WALL. PIPING JOINT WITH BOX WALL AND ALL LEDGES SHALL BE GROUTED SMOOTH WITH EPOXY GROUT.

1'-8

1'-8"

5'-4"

8"

12"±

PRETREATMENT CURB INLET BOX (PRE CIB)

N.T.S. G

USE FLAT HEEL SAFE GRATE

WHERE THERE IS NO CURB.

ASPHALT PAVING, SIDEWALK,

OR LANDSCAPE PER PLAN

ONSITE ONLY. NOT FOR USE

WITHIN CITY ROW.

3'-6 " M

IN

(SE

E P

LA

NS

6"

#5 BARS @ 12" O.C. (TYP.)

2" x 4" KEYWAY (TYP.)

RUBBER BOOT (TYP.) ALL INLETS

AND OUTLETS

COVER OUTLET W/ "SNOUT" BY BEST MANAGEMENT

PRODUCTS INC. OR EQUIVALENT. ALL ATTACHED

HARDWARE TO BE STAINLESS STEEL MATERIAL

ANTI-SIPHON VENT ROUTE

TO BOTTOM OF GRATE ELEV.

#5 BARS @ 6" O.C. (TYP.)

#5 BARS @ 12" O.C. (TYP.)

ASPHALT PAVING, SIDEWALK,

OR LANDSCAPE PER PLAN

#5 BARS @ 6" O.C. ALL AROUND (TYP.)

PLAN

CURB INLET FRAME, GRATE AND CURB BOX

(NEENAH R-3290) OR EQUIVALENT

5' 5'4'-4"

1'-6

6"

A

SECTION A

N.T.S.

BOLLARD DETAIL F

3" 2'-9

4'-0

1'-6" DIA.

10" x 10" x 1/4" THICK PLATE

WELDED ALL AROUND

CONCRETE FLOORING

STEEL PIPE SLEEVE

1" CANT

6" Ø CONC. FILLED STEEL PIPE

PAINT SAFETY YELLOW

ROUNDED CONC. TOP

1/2" CROWN

W

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STATE OF UTAH

L I

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G I

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NICHOLE LEE LUTHI

No.8023335

DATE ISSUED:

04/20/2026

C100

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AutoCAD SHX Text

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NOTES:

1. REQUIRED FOR EXISTING OR NEW CATCH BASINS (OUTSIDE OF C&G), CLEAN OUTS, VALVES OR MANHOLES AND ALL

OTHER UTILITY STRUCTURES IN THE PROJECT LIMITS.

2. WHERE CONCRETE PAVING IS COMPLETED AROUND UTILITY STRUCTURE, USE REINFORCEMENT SHOWN AROUND THE

UTILITY STRUCTURE.

3. CONCRETE COLLARS ARE REQUIRED ON ALL STRUCTURES INCLUDING IN LANDSCAPE AREAS.

CONCRETE RING AROUND SURFACE

N.T.S. AUTILITY STRUCTURES

LIDS AND RINGS MUST BE

CAMBERED TO MATCH FINISHED

GRADE AND ROADWAY SLOPE

CAST IRON MANHOLE FRAME

AND LID RECESSED 1/4"

BELOW FINISHED GRADE

4" OR 6" PRECAST CONC.

GRADE RING AS REQUIRED

MANHOLE/VALVE BOX SIMILAR

AABB

(2) #4 RING STEEL

CAST IRON MANHOLE FRAME AND

LID OR GRATE RECESSED 1/2"

BELOW FINISHED GRADE

LID AND RINGS MUST BE

CAMBERED TO MATCH

FINISH GRADE

BREAK OUT LINE (2) #4 RING STEEL

10"

MI

N.

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NC

. R

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IN

RO

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2'-6"

CATCH BASIN/JUNCTION BOX

SECTION AA

VA

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VA

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S

BB AA

1' MIN

10" MIN CONC. RING

IN ROADWAYS

1' MIN

SECTION BB

N.T.S.

TYPICAL TRENCH AND SURFACE REPAIR

ONSITE ONLY. NOT FOR USE

WITHIN CITY ROW.

B

RESTORE LANDSCAPING TO EXISTING.

THICKNESS VARIES.

RESTORE PAVEMENT AS REQUIRED BY CITY OR

DISTRICT. MATCH EXISTING PAVEMENT AND BASE

COURSE THICKNESS. REFER TO PAVEMENT

DETAILS ON SHEET C100 FOR MINIMUM THICKNESS

CUT NEAT LINE IN

EXISTING ASPHALT &

TACK COAT

8" MIN. UNTREATED BASE

COURSE PER SPEC'S

(WHERE REQUIRED)

SLOPE MAY VARY WITH SOIL

CONDITIONS & O.S.H.A. REQUIREMENTS

IMPORTED GRANULAR FILL FOR PAVED

AREA, BACKFILL AND COMPACT AS

INDICATED IN EARTHWORK SPEC.

COMPACT TO 95% FOR PAVED AREAS

PIPE ZONE MATERIAL TO BE "BEDDING COURSE"

MATERIAL AS OUTLINED IN EARTHWORK SPEC

OR AS APPROVED BY ENGINEER

1' FOR PAVEMENT

RESTORATION AREAS

1'

12" MIN

6"

12" 12"

VA

RIE

S

12"

VA

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PL

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FOR USE ONSITE ONLY

VA

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(SE

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ADAPTER 12" BASIN MIN. HORIZ.

SIZE ANGLE BETWEEN ADAPTERS

6"-6" 65° 6"-8" 75° 6"-12" 95° 8"-8" 80° 8"-12" 102° 12"-12" 150°

12" AREA DRAIN (ADS)

N.T.S. C

DUCTILE IRON FRAME AND GRATE. HEEL

SAFE GRATE REQUIRED IN SIDEWALK AND

LANDSCAPE AREAS. USE SOLID COVER ON

BASINS NOTED ON PLANS. ALL BASINS,

INCLUDING THOSE IN LANDSCAPE AREAS,

TO HAVE CONCRETE COLLARS.

WATER TIGHT PIPE CONNECTION

ADAPTER. SIZE AND NUMBER

PER STORM DRAIN PLANS

(TYP.)

6" M

IN.

12" Ø PVC DRAIN BASIN "NYLOPLAST"

OR APPROVED EQUIVALENT

BEDDING COURSE BACKFILL PER SPEC'S

VA

RIE

S

SECTION

NOTES:

1. MANHOLE BASE AND ALL SECTIONS SHALL BE PRECAST TO CONFORM TO ASTM C478.

2. ANY APPROVED EQUIVALENTS REQUIRE ENGINEER'S WRITTEN APPROVAL.

3. THE "SNOUT" OUTLET COVER SHALL HAVE STAINLESS STEEL HARDWARE. THE NUMBER FOR

THE MANUFACTURER DATA IS 1-800-504-8008.

4. GALVANIZED FRAME AND MESH ON OUTLET PIPE AFTER FABRICATION.

5. PROVIDE PLASTIC COATED STEEL LADDER RUNGS IN MANHOLES OVER 6' DEEP. PLACE

BOTTOM RUNG 6 INCHES ABOVE TOP OF PIPE. SEE DETAIL E ON THIS SHEET.

INLET PIPES. REFER

TO PLANS FOR NUMBER

AND SIZE OF INLETS.

REFER TO PLANS FOR PIPES

DE

PT

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IES

(SE

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4'

4'-0 " M

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6" M

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6" M

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(12 " P

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PRETREAMENT MANHOLE

N.T.S. (ON-SITE ONLY) D

A

A

SECTION A-A

EN.T.S.

BOX OR MANHOLE LADDER RUNG DETAIL

NOTES:

1. ALL MANHOLE STEPS SHALL PROTRUDE 5" FROM INSIDE FACE OF THE STRUCTURE WALL AND SHALL BE EMBEDDED A MINIMUM OF 4" INTO THE STRUCTURE WALL.

2. MANHOLE STEPS SHALL BE CAPABLE OF WITH-STANDING A SINGLE CONCENTRATED LOAD OF 300 POUNDS APPLIED AT A DISTANCE OF 5" FROM THE FACE OF THE STRUCTURE WALL.

3. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMLY SPACED WITH A MINIMUM SPACING OF 12" AND A MAXIMUM SPACING OF 16" UNLESS SHOWN OTHERWISE ON STRUCTURE

PLANS.

4. MANHOLE STEPS MAY BE CAST-IN-PLACE OR GROUTED INTO STRUCTURE WALL IN SUCH A MANNER AS TO PREVENT PULLOUT UNDER A LOAD OF 300 POUNDS APPLIED 5" FROM THE

FACE OF THE STRUCTURE WALL.

5. STEEL REINFORCING OF MANHOLE STEPS SHALL CONFORM TO ASTM DESIGNATION A-615, GRADE 60 PLASTIC COATING OF MANHOLE STEPS SHALL CONFORM TO ASTM DESIGNATION

D-2146, TYPE II GRADE 16906.

6. DIMENSIONS SHOWN MAY VARY ACCORDING TO MANUFACTURER'S DESIGN.

LOCKING RINGS

PENETRATION STOP

COPOLYMER

POLYPROPYLENE PLASTIC

STOPNO. 3 DEFORMED STEEL ROD

4" MIN. 5"

1-5 /8"

10"

1/2"

13" 1"

1"

1/4

4"

BASIN INV:23.65

BASIN HIGH WATER:28.40

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STATE OF UTAH

L I

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F E S S I O N

G I

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NICHOLE LEE LUTHI

No.8023335

DATE ISSUED:

04/20/2026

C101

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Salt Lake City Public Utilities General Notes - Updated 07/1/2025

1. COMPLIANCE:

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND THE MOST RECENT

EDITIONS OF THE FOLLOWING: THE INTERNATIONAL PLUMBING CODE, UTAH DRINKING WATER REGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS, AND SLC PUBLIC UTILITIES MODIFICATIONS TO APWA STANDARD PLANS AND APPROVED MATERIALS AND SLC PUBLIC UTILITIES APWA SPECIFICATIONS MODIFICATIONS. THE CONTRACTOR IS REQUIRED TO ADHERE TO ALL OF THE ABOVE-MENTIONED DOCUMENTS UNLESS OTHERWISE NOTED AND APPROVED IN WRITING BY THE SALT LAKE CITY DIRECTOR OF

PUBLIC UTILITIES.

2. COORDINATION:

THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ALL APPROPRIATE GOVERNMENT AND PRIVATE ENTITIES ASSOCIATED WITH THE

PROJECT. THE FOLLOWING MUST BE CONTACTED 48-HOURS PRIOR TO CONSTRUCTION AS APPLICABLE TO THE PROJECT:

PUBLIC UTILITIES:

BACKFLOW PREVENTION - 483-6795

DEVELOPMENT REVIEW ENGINEERING - 483-6781

INSPECTIONS, PERMITS, CONTRACTS & AGREEMENTS - 483-6727

PRETREATMENT - 799-4002

STORM WATER - 483-6721

SLC DEPARTMENTS:

ENGINEERING - PUBLIC WAY PERMITS AND ISSUES - 535-6203

ENGINEERING - SUBDIVISIONS - 535-6159

FIRE DEPARTMENT - 535-6636

PERMITS AND LICENSING (BLDG SERVICES) - 535-7752

PLANNING AND ZONING - 535-7700

TRANSPORTATION - 535-6630

- ALL OTHER POTENTIALLY IMPACTED GOVERNING AGENCIES OR ENTITIES

- ALL WATER USERS INVOLVED IN WATER MAIN SHUTDOWNS

- APPLICABLE SEWER, WATER AND DRAINAGE DISTRICTS

- BLUESTAKES LOCATING SERVICES - 532-5000

- COUNTY FIRE DEPARTMENT - 743-7231

- COUNTY FLOOD CONTROL - 468-2779

- COUNTY HEALTH DEPARTMENT - 385-468-3913

- COUNTY PUBLIC WAY PERMITS - 468-2241

- HOLLADAY CITY - 272-9450

- SALT LAKE COUNTY HIGHWAY DEPARTMENT - 468-3705 OR 468-2156

- THE UTAH TRANSIT AUTHORITY FOR RE-ROUTING SERVICE - 262-5626

- UNION PACIFIC RAILROAD CO., SUPERINTENDENTS OFFICE - 595-3405

- UTAH DEPARTMENT OF TRANSPORTATION, REGION #2 - 975-4800

- UTAH STATE ENGINEER - 538-7240

3. SCHEDULE

PRIOR TO CONSTRUCTION THE CONTRACTOR WILL PROVIDE, AND WILL UPDATE AS CHANGES OCCUR, A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS AND SALT LAKE CITY ENGINEERING OR SALT LAKE COUNTY REGULATIONS

AS APPLICABLE FOR WORKING WITHIN THE PUBLIC WAY.

4. PERMITS, FEES AND AGREEMENTS

CONTRACTOR MUST OBTAIN ALL THE NECESSARY PERMITS AND AGREEMENTS AND PAY ALL APPLICABLE FEES PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT SALT LAKE CITY ENGINEERING (801-535-6203) FOR PERMITS AND INSPECTIONS REQUIRED FOR ANY WORK CONDUCTED WITHIN SALT LAKE CITY'S PUBLIC RIGHT-OF-WAY. APPLICABLE UTILITY PERMITS MAY INCLUDE MAINLINE EXTENSION AGREEMENTS AND SERVICE CONNECTION PERMITS. ALL UTILITY WORK MUST BE BONDED. ALL

CONTRACTORS MUST BE LICENSED TO WORK ON CITY UTILITY MAINS.

CONSTRUCTION SITES MUST BE IN COMPLIANCE WITH THE UTAH POLLUTION DISCHARGE ELIMINATION SYSTEM (UPDES) STORM WATER PERMIT FOR CONSTRUCTION ACTIVITIES (538-6923). A COPY OF THE PERMIT'S STORM WATER POLLUTION PREVENTION PLAN MUST BE SUBMITTED TO PUBLIC UTILITIES FOR REVIEW AND APPROVAL. ADDITIONAL WATER QUALITY AND EROSION CONTROL MEASURES MAY BE REQUIRED. THE CONTRACTOR MUST ALSO COMPLY WITH SALT LAKE CITY'S CLEAN WHEEL

ORDINANCE.

5. ASPHALT AND SOIL TESTING

THE CONTRACTOR IS TO PROVIDE MARSHALL AND PROCTOR TEST DATA 24-HOURS PRIOR TO USE. CONTRACTOR IS TO PROVIDE COMPACTION AND DENSITY TESTING AS REQUIRED BY SALT LAKE CITY ENGINEERING, UDOT, SALT LAKE COUNTY OR OTHER GOVERNING ENTITY. TRENCH BACKFILL MATERIAL AND COMPACTION TESTS ARE TO BE TAKEN PER APWA STANDARD SPECIFICATIONS, SECTION 330520 - BACKFILLING TRENCHES, OR AS REQUIRED BY THE SLC PROJECT ENGINEER IF NATIVE MATERIALS ARE USED. NO NATIVE MATERIALS ARE ALLOWED WITHIN THE PIPE ZONE. THE MAXIMUM LIFTS FOR BACKFILLING EXCAVATIONS IS 8-INCHES. ALL MATERIALS AND COMPACTION TESTING IS TO BE PERFORMED BY A LAB RECOGNIZED AND

ACCEPTED BY SALT LAKE COUNTY PUBLIC WORKS AND/OR SALT LAKE CITY ENGINEERING.

6. TRAFFIC CONTROL AND HAUL ROUTES

TRAFFIC CONTROL MUST CONFORM TO THE MOST CURRENT EDITION OF SALT LAKE CITY TRAFFIC CONTROL MANUAL - PART 6 OF “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES” FOR SALT LAKE COUNTY AND STATE ROADS. SLC TRANSPORTATION MUST APPROVE ALL PROJECT HAUL ROUTES (801-535-6653). THE CONTRACTOR MUST ALSO CONFORM TO UDOT, SALT LAKE COUNTY OR

OTHER APPLICABLE GOVERNING ENTITIES REQUIREMENTS FOR TRAFFIC CONTROL.

7. SURVEY CONTROL

CONTRACTOR MUST PROVDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER SUPERVISION OF A REGISTERED LAND SURVEYOR TO SET STAKES FOR ALIGNMENT AND GRADE OF EACH MAIN AND/OR FACILITY AS APPROVED. THE STAKES SHALL BE MARKED WITH THE HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION (GRADE) WITH CUTS AND/OR FILLS TO THE GRADE OF THE MAIN AND/OR FACILITY AS APPROVED. IN ADDITION, THE CONTRACTOR AND/OR SURVEYOR SHALL PROVIDE TO SALT LAKE CITY PUBLIC UTILITIES CUT SHEETS FILLED OUT COMPLETELY AND CLEARLY SHOWING THE PERTINENT GRADES, ELEVATIONS AND CUT/FILLS ASSOCIATED WITH THE FIELD STAKING OF THE MAIN AND/OR FACILITY. THE CUT SHEET FORM IS AVAILABLE AT THE CONTRACTS AND AGREEMENTS OFFICE AT PUBLIC UTILITIES. ALL MAINS AND LATERALS NOT MEETING MINIMUM GRADE REQUIREMENTS AS SPECIFIED BY ORDINANCE OR AS REQUIRED TO MEET THE MINIMUM REQUIRED FLOWS OR AS APPROVED MUST BE REMOVED AND RECONSTRUCTED TO MEET DESIGN GRADE. THE CONTRACTOR SHALL PROTECT ALL STAKES AND MARKERS UNTIL PUBLIC UTILITY SURVEYORS COMPLETE FINAL MEASUREMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND REFERENCE MARKS WITHIN THE PROJECT SITE. DEPENDING ON THE LOCATION OF THE PROJECT; CONTACT THE COUNTY SURVEYOR FOR SECTION CORNER MONUMENTS (801-468-2028) AND/OR THE SALT LAKE CITY SURVEYOR (801-535-7973) FOR SALT LAKE CITY MONUMENTS AND CONSTRUCTION REQUIREMENTS.

ALL ELEVATIONS SHALL BE REFERENCED TO SALT LAKE CITY DATUM UNLESS NOTED OTHERWISE ON THE PLANS.

8. ASPHALT GUARANTEE

THE CONTRACTOR SHALL REMOVE, DISPOSE OF, FURNISH AND PLACE PERMANENT ASPHALT PER SALT LAKE CITY ENGINEERING, UDOT, COUNTY, OR OTHER GOVERNMENT STANDARDS AS APPLICABLE TO THE PROJECT. THE CONTRACTOR SHALL GUARANTEE

THE ASPHALT RESTORATION FOR A PERIOD AS REQUIRED BY THE GOVERNING ENTITY.

9. TEMPORARY ASPHALT

IF THE CONTRACTOR CHOOSES TO WORK WITHIN THE PUBLIC WAY WHEN HOT MIX ASPHALT IS NOT AVAILABLE, THE CONTRACTOR MUST OBTAIN APPROVAL FROM THE APPROPRIATE GOVERNING ENTITY PRIOR TO INSTALLING TEMPORARY ASPHALT SURFACING MATERIAL. WITHIN SALT LAKE CITY, WHEN PERMANENT ASPHALT BECOMES AVAILABLE, THE CONTRACTOR SHALL REMOVE THE TEMPORARY ASPHALT, FURNISH AND INSTALL THE PERMANENT ASPHALT. THE CONTRACTOR SHALL GUARANTEE THE ASPHALT RESTORATION FOR A PERIOD AS REQUIRED BY THE GOVERNING ENTITY FROM THE DATE OF

COMPLETION.

10. SAFETY

THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY OF THE PROJECT AND SHALL MEET ALL OSHA, STATE, COUNTY

AND OTHER GOVERNING ENTITY REQUIREMENTS.

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.

11. DUST CONTROL

THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO THE GOVERNING ENTITY STANDARDS. USE OF HYDRANT WATER OR PUMPING FROM CITY-OWNED CANALS OR STORM DRAINAGE FACILITIES IS NOT ALLOWED FOR DUST CONTROL

ACTIVITIES WITHOUT WRITTEN APPROVAL OF THE PUBLIC UTILITIES DIRECTOR.

12. DEWATERING

ALL ON-SITE DEWATERING ACTIVITIES MUST BE APPROVED IN WRITING BY PUBLIC UTILITIES. PROPOSED OUTFALL LOCATIONS AND ESTIMATED FLOW VOLUME CALCULATIONS MUST BE SUBMITTED TO PUBLIC UTILITIES FOR REVIEW AND APPROVAL.

ADEQUATE MEASURES MUST BE TAKEN TO REMOVE ALL SEDIMENT PRIOR TO DISCHARGE. PUBLIC UTILITIES MAY REQUIRE

ADDITIONAL MEASURES FOR SEDIMENT CONTROL AND REMOVAL.

13. PROJECT LIMITS

THE CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION.

IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THE APPROPRIATE GOVERNING ENTITY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS.

14. WATER, FIRE, SANITARY SEWER AND STORM DRAINAGE UTILITIES

A. INSPECTIONS -

IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE ANY WATER, SEWER, BACKFLOW AND DRAINAGE INSPECTION 48-HOURS

IN ADVANCE TO WHEN NEEDED. CONTACT 483-6727 TO SCHEDULE INSPECTIONS.

B. DAMAGE TO EXISTING UTILITIES -

THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE, CAUSED BY ANY CONDITION INCLUDING SETTLEMENT, TO EXISTING UTILITIES FROM WORK PERFORMED AT OR NEAR EXISTING UTILITIES. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE ROADWAY AND UTILITY FACILITIES. DAMAGE TO EXISTING FACILITIES CAUSED BY THE CONTRACTOR, MUST BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE, TO THE

SATISFACTION OF THE OWNER OF SAID FACILITIES.

C. UTILITY LOCATIONS -

CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING AND AVOIDING ALL UTILITIES AND SERVICE LATERALS, AND FOR REPAIRING ALL DAMAGE THAT OCCURS TO THE UTILTIES DUE TO THE CONTRACTOR'S ACTIVITIES. CONTRACTOR IS TO VERIFY LOCATION, DEPTH, SIZE, MATERIAL AND OUTSIDE DIAMETERS OF UTILITIES IN THE FIELD BY POTHOLING A MINIMUM OF 300-FEET AHEAD OF SCHEDULED CONSTRUCTION IN ORDER TO IDENTIFY POTENTIAL CONFLICTS AND PROBLEMS WITH FUTURE CONSTRUCTION ACTIVITIES. EXISTING UTILITY INFORMATION OBTAINED FROM SLC PUBLIC UTILITIES' MAPS MUST BE ASSUMED AS APPROXIMATE AND REQUIRING FIELD VERIFICATION. CONTACT BLUE STAKES OR APPROPRIATE OWNER FOR COMMUNICATION LINE LOCATIONS.

D. UTILITY RELOCATIONS -

FOR UTILITY CONFLICTS REQUIRING MAINLINE RELOCATIONS, THE CONTRACTOR MUST NOTIFY THE APPLICABLE UTILITY COMPANY OR USER A MINIMUM OF 2-WEEKS IN ADVANCE. A ONE-WEEK MINIMUM NOTIFICATION IS REQUIRED FOR CONFLICTS REQUIRING THE RELOCATION OF SERVICE LATERALS. ALL RELOCATIONS ARE SUBJECT TO APPROVAL FROM THE APPLICABLE

UTILITY COMPANY AND/OR USER.

E. FIELD CHANGES -

NO ROADWAY, UTILITY ALIGNMENT OR GRADE CHANGES ARE ALLOWED FROM THE APPROVED CONSTRUCTION PLANS/DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE SLC PUBLIC UTILITIES DIRECTOR. CHANGES TO HYDRANT LOCATIONS AND/OR FIRE LINES MUST BE REVIEWED AND APPROVED BY THE SALT LAKE CITY OR SALT LAKE COUNTY FIRE

DEPARTMENT (AS APPLICABLE TO THE PROJECT) AND PUBLIC UTILITIES.

F. PUBLIC NOTICE TO PROJECTS IN THE PUBLIC WAY -

FOR APPROVED PROJECTS THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND DISTRIBUTE WRITTEN NOTICE TO ALL RESIDENTS LOCATED WITHIN THE PROJECT AREA AT LEAST 72-HOURS PRIOR TO CONSTRUCTION. WORK TO BE CONDUCTED WITHIN COMMERCIAL OR INDUSTRIAL AREAS MAY REQUIRE A LONGER NOTIFICATION PERIOD AND ADDITIONAL CONTRACTOR COORDINATION WITH PROPERTY OWNERS. THE WRITTEN NOTICE IS TO BE APPROVED BY THE SLC PUBLIC UTILITIES PROJECT

ENGINEER.

G. PUBLIC NOTICE FOR WATER MAIN SHUT DOWNS -

THROUGH THE SLC PUBLIC UTILITIES INSPECTOR AND WITH THE PUBLIC UTILITIES PROJECT ENGINEER APPROVAL, SLC PUBLIC UTILITIES MUST BE CONTACTED AND APPROVE ALL WATER MAIN SHUTDOWNS. ONCE APPROVED THE CONTRACTOR MUST NOTIFY ALL EFFECTED USERS BY WRITTEN NOTICE A MINIMUM OF 48-HOURS (RESIDENTIAL) AND 72-HOURS (COMMERCIAL/INDUSTRIAL) PRIOR TO THE WATER MAIN SHUT DOWN. PUBLIC UTILITIES MAY REQUIRE LONGER NOTICE PERIODS.

H. WATER AND SEWER SEPARATION -

IN ACCORDANCE WITH UTAH'S DEPARTMENT OF HEALTH REGULATIONS, A MINIMUM TEN-FOOT HORIZONTAL AND 1.5-FOOT VERTICAL (WITH WATER ON TOP) SEPARATION IS REQUIRED. IF THESE CONDITIONS CANNOT BE MET, STATE AND SLC PUBLIC UTILITIES APPROVAL IS REQUIRED. ADDITIONAL CONSTRUCTION MEASURES WILL BE REQUIRED FOR THESE CONDITIONS.

I. SALVAGE -

ALL METERS MUST BE RETURNED TO PUBLIC UTILITIES, AND AT PUBLIC UTILITIES REQUEST ALL SALVAGED PIPE AND/OR FITTINGS MUST BE RETURNED TO SLC PUBLIC UTILTIES (483-6727) LOCATED AT 1530 SOUTH WEST TEMPLE.

J. SEWER MAIN AND LATERAL CONSTRUCTION REQUIREMENTS -

SLC PUBLIC UTILITIES MUST APPROVE ALL SEWER CONNECTIONS. ALL SEWER LATERALS 6-INCHES AND SMALLER MUST WYE INTO THE MAINS PER SLC PUBLIC UTILITIES REQUIREMENTS. ALL 8-INCH AND LARGER SEWER CONNECTIONS MUST BE PETITIONED FOR AT PUBLIC UTILTIES (483-6762) AND CONNECTED AT A MANHOLE. INSIDE DROPS IN MANHOLES ARE NOT ALLOWED. A MINIMUM 4-FOOT BURY DEPTH IS REQUIRED ON ALL SEWER MAINS AND LATERALS. CONTRACTOR SHALL INSTALL

INVERT COVERS IN ALL SEWER MANHOLES WITHIN THE PROJECT AREA.

CONTRACTOR TO PROVIDE AIR PRESSURE TESTING OF SEWER MAINS IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS AND SALT LAKE CITY PUBLIC UTILITIES REQUIREMENTS. ALL PVC SEWER MAIN AND LATERAL TESTING SHALL BE IN ACCORDANCE WITH UNI-BELL UN-B-6-98 RECOMMENDED PRACTICE FOR LOW PRESSURE AIR TESTING OF INSTALLED SEWER PIPE. CONTRACTOR SHALL PROVIDE SEWER LATERAL WATER TESTING AS REQUIRED BY THE SALT LAKE CITY PUBLIC UTILITIES PROJECT ENGINEER OR INSPECTOR. A MINIMUM OF 9-FEET OF HEAD PRESSURE IS REQUIRED AS MEASURED VERTICALLY FROM THE HIGH POINT OF THE PIPELINE AND AT OTHER LOCATIONS ALONG THE PIPELINE AS DETERMINED BY THE SLC PUBLIC UTILITIES PROJECT ENGINEER OR INSPECTOR. TESTING TIME WILL BE NO LESS THAN AS SPECIFIED FOR THE AIR TEST DURATION IN TABLE I ON PAGE 12 OF UNI-B-6-98. ALL PIPES SUBJECT TO WATER TESTING SHALL BE FULLY VISIBLE TO THE INSPECTOR DURING TESTING. TESTING MUST BE PERFORMED IN THE PRESENCE OF A SLC PUBLIC UTILITIES REPRESENTATIVE. ALL VISIBLE LEAKAGE MUST BE REPAIRED TO THE SATISFACTION OF THE SLC PUBLIC UTILITIES ENGINEER OR INSPECTOR.

K. WATER AND FIRE MAIN AND SERVICE CONSTRUCTION REQUIREMENTS -

SLC PUBLIC UTILITIES MUST APPROVE ALL FIRE AND WATER SERVICE CONNECTIONS. A MINIMUM 3-FOOT SEPARATION IS REQUIRED BETWEEN ALL WATER AND FIRE SERVICE TAPS INTO THE MAIN. ALL CONNECTIONS MUST BE MADE MEETING SLC PUBLIC UTILITIES REQUIREMENTS. A 5-FOOT MINIMUM BURY DEPTH (FINAL GRADE TO TOP OF PIPE) IS REQUIRED ON ALL WATER/FIRE LINES UNLESS OTHERWISE APPROVED BY PUBLIC UTILITIES. WATER LINE THRUST BLOCK AND RESTRAINTS ARE AS PER SLC APPROVED DETAIL DRAWINGS AND SPECIFICATIONS. ALL EXPOSED NUTS AND BOLTS WILL BE COATED WITH CHEVRON FM1 GREASE PLUS MINIMUM 8 MIL THICKNESS PLASTIC. PROVIDE STAINLESS STEEL NUTS, BOLTS AND WASHERS FOR HIGH

GROUNDWATER/ SATURATED CONDITIONS AT FLANGE FITTINGS, ETC.

ALL WATERLINES INSTALLATIONS AND TESTING TO BE IN ACCORDANCE WITH AWWA SECTIONS C600, C601, C651, C206, C200, C900, C303 AWWA MANUAL M11 AND ALL OTHER APPLICABLE AWWA, UPWS, ASTM AND ANSI SPECIFICATIONS RELEVANT TO THE INSTALLATION AND COMPLETION OF THE PROJECT. AMENDMENT TO SECTION C600 SECTION 4.1.1; DOCUMENT TO READ MINIMUM TEST PRESSURE SHALL NOT BE LESS THAN 200 P.S.I. GAUGED TO A HIGH POINT OF THE PIPELINE BEING TESTED. ALL MATERIALS USED FOR WATERWORKS PROJECTS TO BE RATED FOR 150 P.S.I. MINIMUM OPERATING PRESSURE.

CONTRACTOR IS TO INSTALL WATER SERVICE LINES, METER YOKES AND/OR ASSEMBLIES AND METER BOXS WITH LIDS LOCATED AS APPROVED ON THE PLANS PER APPLICABLE PUBLIC UTILITIES DETAIL DRAWINGS. METER BOXES ARE TO BE PLACED IN THE PARK STRIPS PERPENDICULAR TO THE WATERMAIN SERVICE TAP CONNECTION. ALL WATER METERS, CATCH BASINS, CLEANOUT BOXES, MANHOLES, DOUBLE CHECK VALVE DETECTOR ASSEMBLIES, REDUCED PRESSURE DETECTOR ASSEMBLIES AND BACKFLOW PREVENTION DEVICES MUST BE LOCATED OUTSIDE OF ALL APPROACHES, DRIVEWAYS, PEDESTRIAN WALKWAYS AND

OTHER TRAVELED WAYS UNLESS OTHERWISE APPROVED ON PLANS.

BACKFLOW PREVENTORS ARE REQUIRED ON ALL IRRIGATION AND FIRE SPRINKLING TAPS PER PUBLIC UTILITIES AND SLC FIRE DEPARTMENT REQUIREMENTS. CONTRACTORS SHALL INSTALL BACKFLOW PREVENTION DEVICES ON FIRE SPRINKLER CONNECTIONS. DOUBLE CHECK VALVE ASSEMBLIES SHALL BE INSTALLED ON CLASS 1, 2 AND 3 SYSTEMS. REDUCED PRESSURE PRINCIPLE VALVES SHALL BE INSTALLED ON CLASS 4 SYSTEMS. ALL FIRE SPRINKLING BACKFLOW ASSEMBLIES SHALL CONFORM TO ASSE STANDARD 1048, 1013, 1047 AND 1015. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM BACKFLOW PREVENTION TESTS PER SALT LAKE CITY STANDARDS AND SUBMIT RESULTS TO PUBLIC UTILITIES. ALL TESTS MUST BE PERFORMED AND SUBMITTED TO PUBLIC UTILITIES WITHIN 10 DAYS OF INSTALLATION OR WATER TURN-ON. BACKFLOW TEST FORMS ARE

AVAILABLE AT PUBLIC UTILITIES' CONTRACTS AND AGREEMENTS OFFICE.

BOTH PUBLIC AND PRIVATE SERVICE LINE MATERIALS MUST BE RECORDED WHEN AVAILABLE THROUGH THE NORMAL SCOPE OF

WORK.

LEAD SERVICE LINES, LEAD CONNECTORS I.E. PIGTAILS, SNOUTS, AND GOOSENECKS, AND/OR GALVANIZED SERVICE LINES THAT IS OR WAS EVER DOWNSTREAM OF LEAD PIPE MUST BE REMOVED AND REPLACED WITH APPROVED MATERIALS. THE CITY MUST BE NOTIFIED WHEN THESE MATERIALS ARE DISCOVERED IMMEDIATELY. FOLLOW UP IS REQUIRED FOR ANY OF THESE REPLACEMENTS BEFORE SERVICE IS RESTORED. REQUIREMENTS INCLUDE: PROVIDE FLUSHING INSTRUCTIONS TO THE CUSTOMER, DELIVERY OF A FILTER APPROVED TO REMOVE LEAD, AND PROVIDE NOTIFICATIONS INDICATING THE HEALTH

EFFECTS OF LEAD AND STEPS TO MITIGATE LEAD IN DRINKING WATER.

L. GENERAL WATER, SEWER AND STORM DRAIN REQUIREMENTS -

ALL WATER, FIRE AND SEWER SERVICES STUBBED TO A PROPERTY MUST BE USED OR WATER AND FIRE SERVICES MUST BE KILLED AT THE MAIN AND SEWER LATERALS CAPPED AT THE SEWER MAIN PER PUBLIC UTILITIES REQUIREMENTS. ALLOWABLE SERVICES TO BE KEPT WILL BE AS DETERMINED BY THE PUBLIC UTILITIES PROJECT ENGINEER. ALL WATER AND FIRE SERVICE KILLS AND SEWER LATERAL CAPS ARE TO BE KILLED AND CAPPED AS DETERMINED AND VISUALLY VERIFIED BY THE ON-SITE

PUBLIC UTILITIES INSPECTOR.

ALL MANHOLES, HYDRANTS, VALVES, CLEAN-OUT BOXES, CATCH BASINS, METERS, ETC. MUST BE RAISED OR LOWERED TO FINAL GRADE PER PUBLIC UTILITIES STANDARDS AND INSPECTOR REQUIREMENTS. CONCRETE COLLARS MUST BE CONSTRUCTED ON ALL MANHOLES, CLEANOUT BOXES, CATCH BASINS AND VALVES PER PUBLIC UTILITIES STANDARDS. ALL MANHOLE, CATCH BASIN, OR CLEANOUT BOX CONNECTIONS MUST BE MADE WITH THE PIPE CUT FLUSH WITH THE INSIDE OF THE BOX AND GROUTED OR SEALED AS REQUIRED BY THE PUBLIC UTILITIES INSPECTOR. ALL MANHOLE, CLEANOUT BOX OR CATCH BASIN DISCONNECTIONS MUST BE REPAIRED AND GROUTED AS REQUIRED BY THE ON-SITE PUBLIC UTILITIES INSPECTOR.

CONTRACTOR SHALL NOT ALLOW ANY GROUNDWATER OR DEBRIS TO ENTER THE NEW OR EXISTING PIPE DURING CONSTRUCTION. UTILITY TRENCHING, BACKFILL, AND PIPE ZONE AS PER SLC PUBLIC UTILITIES, “UTILITY INSTALLATION DETAIL.”

M. STREETLIGHTS

ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT SALT LAKE CITY STANDARDS AND N.E.C. (NATIONAL ELCTRICAL CODE. A STREET LIGHTING PLAN SHOWING WIRING LOCATION, WIRING TYPE, VOLTAGE, POWER SOURCE LOCATION, CONDUIT SIZE AND LOCATION SHALL BE SUBMITTED TO SALT LAKE CITY AND BE APPROVED PRIOR TO CONSTRUCTION. NO DEVIATION OF STREETLIGHT, PULL BOXES, CONDUITS, AND ETC. LOCATIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN

APPROVAL FROM THE STREEGHT LIGHTING PROGRAM MANGER OR HIS/HER REPRESENTATIVE.

STREETLIGHT POLES SHALL NOT BE INSTALLED WITHIN 5 FEET OF A FIRE HYDRANT. THE LOCATION SHALL BE SUCH THAT IT DOES

NOT HINDER THE OPERATION OF THE FIRE HYDRANT AND WATER LINE OPERATION VALVES.

STREETLIGHTS AND STREETLIGHT POLES SHALL NOT BE INSTALLED WITHIN 5 FEET FROM ANY TREE, UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE STREET LIGHTING PROGRAM MANAGER. BRANCHES MAY NEED TO BE PRUNED AS DETERMINED BY THI

INSPECTOR IN THE FIELD AT THE TIME OF INSTALLATION.

STREETLIGHTS SHALL NOT BE INSTALLED WITHIN 5 FEET FROM THE EDGE OF ANY DRIVEWAY

ANTI-SEIZE LUBRICANT SHALL BE USED ON ALL COVER BOLTS AND GROUND BOX BOLTS.

ALL EXISTING STREET LIGHTING SHALL REMAIN OPERATIONAL DURING CONSTRUCTION UNLESS APPROVED IN WRITING BY THE

STREET LIGHTIN PROGRAM MANAGER.

IF APPROVED PLANS REQUIRE REMOVAL OF STREETLIGHT POLES DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POLES WHILE THEY ARE DOWN. THE POLES SHALL BE STORED IN A SECURE LOCATION AND RAIED OFF THE GROUND. PICTURES SHALL BE TAKEN BEFORE THE POLES ARE REMOVED TO DOCUMENT THE CONDITION OF THE POLES BEFORE THEY WERE REMOVED. PICTURES SHALL BE SENT TO THE CITY. CONTRACTOR SHALL ENSURE THE POLES ARE IN

SIMILAR CONDITION WHEN RESTORED TO THEIR ORIGINAL LCOATIONS

IF THE APPROVED PLANS REQUIRE PERMANENT REMOVAL OF STREETLIGHT POLES THE CONTRACTOR SHALL COORDINATE SALVAGE AND/OR DISPOSAL OF POLES, FIXTURES, AND LIGHTS WITH THE STREET LIGHTING PROGRAM MANAGER.

ANY STRUCTURE SUCH AS BLOCK WALLS, CHAIN LINK FENCES, RETAINING WALLS, ETC. SHALL LEAVE A MINIMUM OF EIGHTEEN

(18) INCHES TO THE FACE OF THE STREETLIGHT POLE ON ALL SIDES.

ALL SERVICE POINTS SHALL BE COORDINATED WITH ROCKY MOUNTAIN POWER AND WHENEVER POSSIBLE BE LOCATED NEAR THE CENTER OF THE CIRCUIT. SERVICE POINTS SHALL BE SHOWN ON THE PLANS WITH A SCHEMATIC FROM ROCKY MOUNTAIN POWER. POLE LOCATIONS AS SHOWN ON THE APPROVED PLANS MAY BE ADJUSTED IN THE FIELD BY THE STRET LIGHTING

PROGRAM MANAGER A THE TIME OF INSTALLATION AT NO ADDITIONAL COST TO THE CITY.

IT SHALL BE REQUIRED THAT IN THE ABSENCE OF AN EXISTING WORKABLE CIRCUIT TO ATTACH TO, THAT ALL INSTALLATIONS SHALL REQUIRE A NEW SERVICE FOR OPERATION OF THE CIRCUITS. IN THIS CASE THE DEVELOPER AND OR HIS ENGINEER SHALL

CONTACT ROCCKY MOUNTAIN POWER FOR INSTALLATION OF NEW SERVICE.

WHENVER THERE IS AN OVERHEAD UTILITY THAT MAY CONFLICT WITH THE INSTALLATION FO THE STREETLIGHT CIRCUITS AND/OR STREETLIGHT POLES, THOSE CONFLICTS MUST BE RESOLVED BETWEEN THE DEVELOPER AND THE UTILITIES INVOLVED BEFORE THE STREETLIGHT BASES ARE CONSTRUCTED AT NO EXPENSE TO THE CITY OR ROCKY MOUNTAIN POWER. THE RESOLUTION

MUST BE APPROVED BY THE CITY AND ROCKY MOUNTAIN POWER.

CONCRETE RETAINING WALL SCHEDULE

SECTION 'B' 'H'

1 1.75' 1.5'

18" CONCRETE WALL SECTION A

HEIGHT

VARIES

HEIGHT

VARIES

'H'

TOP OF WALL

12"

12"

'B'

18"

V1 BARS

SIZE

H BARSV BARS

#4

SIZE

12"

SPACE SPACE

#4 12"

SIZE SPACESIZE

H1 BARS

SPACE

T BARS

#4

SIZE

12"

SPACE SPACESIZE

C BARS

3-#4 9"±

C1 BARS

3-#5

SIZE

9"±

SPACE

T1 BARS

#5

SIZE

10"

SPACE

NOTES:

1. 'V' BARS SHALL NOT BE SPLICED BELOW MID-HEIGHT OF WALL.

2. ALL WALLS SHALL USE 4000 PSI CONCRETE AT 28-DAY STRENGTH.

N.T.S.

#5 10" #4 12"

2"

2"

3"

3"

(2) #4 BARS

H1 BAR H BAR 1.5" WEEP HOLES @ 10" O.C.

@ LOWER SIDE

V1 BAR

PARKING LOT GRADE

REFER TO GRADING PLAN

CONCRETE PAVEMENT SECTION

REFER TO DETAIL A SHEET C100

GRANULAR BACKFILL

T1 BAR

T BAR

C BAR

GRANULAR BACKFILL

C1 BAR

DUMPSTER PAD GRADE

REFER TO GRADING PLAN

V BAR

CONCRETE PAVEMENT SECTION

REFER TO DETAIL A SHEET C100

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No.8023335

DATE ISSUED:

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1. THIS SURVEY AND CONTROL POINTS SHOWN WERE ESTABLISHED BY MERIDIAN ENGINEERING, INC. IN FEBRUARY 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 HEREON 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 4.

I, TRAVIS R. WILLIAMS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, HOLDING CERTIFICATE 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

EXISTING TOPO NOTES:

DYH

XXXX'

XXXX'

LEGEND

EXISTING ELECTRICAL BOX

EXISTING IRRIGATION BOX

EXISTING ELECTRICAL TRANSFORMER

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING GUY WIRE

EXISTING GATE POST

EXISTING SIGN

EXISTING BOLLARD

CONTROL MONUMENT

EXISTING MAJOR CONTOUR LINE

EXISTING MINOR CONTOUR LINE

BP BP

BT BT

EM

W W

SS SS

SD SD

T T

CTV CTV

G G

OP OP

GM

EASEMENT LINE

EXISTING POWER LINE

EXISTING BURIED POWER LINE

EXISTING STORM DRAIN LINE

EXISTING SEWER LINE

EXISTING WATER LINE

EXISTING TELEPHONE LINE

EXISTING BURIED TELEPHONE LINE

EXISTING CABLE LINE

EXISTING GAS LINE

EXISTING CHAIN LINK FENCE

EXISTING RAILING

EXISTING CURB & GUTTER

EXISTING CONCRETE

EXISTING BUILDING

EXISTING POWER POLE

EXISTING SEWER MANHOLE

EXISTING WATER MANHOLE

EXISTING CATCH BASIN

EXISTING GAS METER

EXISTING ELECTRICAL METER

EXISTING LIGHT POLE

CP-302 (NAIL)

N=440219.096 E=540553.314

ELEVATION=4337.66'

(LOCATION IS EASTERLY OFF SHEET)

CP-305 (NAIL)

N=440185.856 E=540251.375

ELEVATION=4330.80'

CP-308 (NAIL)

N=439828.451 E=540620.704

ELEVATION=4331.74'

(LOCATION IS SOUTHERLY OFF SHEET)

CP-306 (NAIL)

N=440076.131 E=540250.707

ELEVATION=4329.29'

TR

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TRAVIS R.

WILLIAMS

PLS NO.

1394194503/30/2026

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SS

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WV

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EJB

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EJB

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GM

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ET

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PP

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ET

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EM

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LP

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SSMH RIM=4329.51 8" N INV=4320.81 8" S INV=4320.75

AutoCAD SHX Text SDCB RIM=4329.67 6" N INV=4326.10 4" W TOP OF PIPE=4326.45 4" W TOP OF PIPE=4326.45

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SDCB RIM=4330.10 4" W INV=4329.27

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SDCB RIM=4329.65 6" W INV=4328.45

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STORM DRAIN LINES CONNECTED PER SAW-CUT IN ASPHALT

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OVERHEAD CABLE LINE AS PER COMCAST UTILITY MAP

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BURIED POWER LINE AS PER PACIFICORP UTILITY MAP

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BURIED COMMUNICATION LINE AS PER CENTURY LINK UTILITY MAP

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OVERHEAD POWER LINE AS PER PACIFICORP UTILITY MAP

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BURIED WATER LINE, AS PER SALT LAKE CITY UTILITY MAP

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BURIED GAS LINE AS PER…