10-10- Plans- SW132061 Salt Lake Valley Transfer Station PT Deck-Pit Repair.pdf

DRAWING INDEX

SYMBOL LEGEND VICINITY MAPOWNER CONSULTANTS

SALT LAKE VALLEY

TRANSFER STATION

PT DECK/PIT REPAIR

502 W 3300 S, SOUTH SALT LAKE CITY, UT 84115

Solicitation No.

May 11, 2026

CONSTRUCTION DOCUMENTS

ABBREVIATIONS

mail@hhyassoc.com

Salt Lake City, UT 84106

Fax: 801 466 6022

Suite 210

2180 South 1300 East

Phone: 801 466 3996

S A

L T

A

K E

V

L L E

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500 WEST

QUIKRETE

GOLF IN

THE ROUND

CENTRAL VALLEY WATER

RECLAMATION FACILITY

U

N

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P

C

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100'-0"

PROJECT

DATUM

85'-0"

TUNNEL

ENTRY

±100'-0"

LOT HIGH

85'-0"

TUNNEL

EXIT

85'-0"

DOCK

ENTRY

CODE ANALYSIS

LUNCHROOM

MEN

WOMEN

TRAINING

OFFICE

ELEC

DRIVERS

STORAGE

mail@hhyassoc.com

Salt Lake City, UT 84106

Fax: 801 466 6022

Suite 210

2180 South 1300 East

Phone: 801 466 3996

S A

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K E

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TIPPING FLOOR

TARPING AREA

TUNNEL

DOCK

A B

O V

E B

E L

O W

LOBBY

A2.1

A2.1

A2.1

A2.1

A2.2

A2.2

A2.2

A2.2

Fax: 801 466 6022

Suite 210

2180 South 1300 East

Phone: 801 466 3996

S A

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A2.2

A2.2

A2.3

A2.3

Fax: 801 466 6022

Suite 210

2180 South 1300 East

Phone: 801 466 3996

S A

L L E

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T R

A N

S F

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A2.2

A2.2

A2.3

Fax: 801 466 6022

Suite 210

2180 South 1300 East

Phone: 801 466 3996

S A

L L E

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T R

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S F

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K P

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P A

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T H

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K E

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TIPPING FLOOR

TARPING

AREA

TUNNEL

DOCK

TARPING

AREA

TUNNEL

TIPPING FLOOR

A2.2

A2.2

LOBBY

4 2 1

Salt Lake City, UT 84106

Fax: 801 466 6022

Suite 210

2180 South 1300 East

Phone: 801 466 3996

S A

L L E

Y

T R

A N

S F

A

T I O

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K P

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P A

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K E

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TIPPING FLOOR

TARPING

AREA

TUNNEL

A2.2

(VIEW TO SOUTH)

TUNNEL

TIPPING FLOOR

A2.1

A2.1

A2.2

LOBBY

Fax: 801 466 6022

Suite 210

2180 South 1300 East

Phone: 801 466 3996

S A

L L E

Y

T R

A N

S F

A

T I O

N

P

T

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K P

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P A

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TIPPING FLOOR

TARPING

AREA

TUNNEL

A2.2

LOBBY

SPECIAL SLAB OR DECK AREA

SPECIAL SLAB OR DECK AREA

SPECIAL SLAB OR DECK AREA

EXISTING PLAN LEGEND

C J

CJ EXISTING SLAB

CONTROL/CONSTRUCTION JOINT

EXISTING STEEL COLUMN - TUBE

EXISTING STEEL COLUMN - WIDE FLANGE

EXISTING STEEL COLUMN - PIPE

EXISTING OPENING THROUGH

CONCRETE WALL

EXISTING CONCRETE PIER IN CONCRETE

WALL. PIER RECESSED BELOW SLAB.

EXISTING CONCRETE COLUMN

ABBREVIATIONS

@ AT

AB ANCHOR BOLT (S)

ABV ABOVE

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

BLDG BUILDING

BLW BELOW

BM BEAM

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

CJ CONSTRUCTION JOINT OR CONTROL

JOINT

CJP COMPLETE JOINT PENETRATION

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CTR CENTER

D.B. DECK BEARING

db DIAMETER OF REINFORCING BAR

DBA DEFORMED BAR ANCHORS

DBL DOUBLE

DET DETAIL

DIA (OR Ø) DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DK DECK

DN DOWN

DWG DRAWING

DWL DOWEL

E.F. EACH FACE

E.J. EXPANSION JOINT (SEISMIC

SEPARATION JOINT)

E.W. EACH WAY

EA EACH

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENG ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EXIST (E) EXISTING

EXP EXPANSION / EXPOSED

EXT EXTERIOR

F.D. FLOOR DRAIN

F.F. FINISH FLOOR

F.V. FIELD VERIFY

FDTN FOUNDATION

FIN FINISH

FL FLOOR

FT FOOT

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GLB GLU-LAMINATED BEAM

GR GRADE

GSN GENERAL STRUCTURAL NOTES

HB HORIZONTAL BRIDGING

HORIZ HORIZONTAL

HSA HEADED STUD ANCHORS

HSS HOLLOW STRUCTURAL STEEL

HT HEIGHT

I.F. INSIDE FACE

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

IN INCH

INSUL INSULATION

INT INTERIOR

JST JOIST

JT JOINT

ABBREVIATIONS

K KIPS - 1,000 POUNDS

KLF KIPS PER LINEAL FOOT

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LBS POUNDS

Ld, Lt, Lsb, Lsbt, Ldc, Lsc

SEE CONCRETE REINFORCING BAR

DEVELOPMENT AND LAP LENGTH

SCHEDULE

LF LINEAL FOOT

LFRS LATERAL FORCE RESISTING SYSTEM

(SFRS & WFRS)

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

MAS MASONRY

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MFGR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NORM NORMAL

NTS NOT TO SCALE

O.C. ON CENTER

O.F. OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OWSJ OPEN WEB STEEL JOIST

P.T. POST-TENSIONED

PAF POWDER ACTUATED FASTENER

PCF POUNDS/CUBIC FOOT

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLF POUNDS/LINEAL FOOT

PNL PANEL

PSF POUNDS/SQ FOOT

PSI POUNDS/SQ INCH

R.D. ROOF DRAIN

REINF REINFORCING

REQD REQUIRED

SDS SELF-DRILLING SCREW

SFRS SEISMIC FORCE RESISTING SYSTEM

SHT SHEET

SI SPECIAL INSPECTION (SP. INSP.)

SIM SIMILAR

SOG SLAB ON GRADE

SQ SQUARE

STAG STAGGERED

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

T & B TOP AND BOTTOM

T.O. TOP OF

TEMP TEMPERATURE

THDS THREADS

TOC TOP OF CONCRETE

TOCP TOP OF CONCRETE PIER

TOF TOP OF FOOTING

TOS TOP OF SLAB

TOST TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W.P. WORK POINT

W/ WITH

WF WIDE FLANGE

WFRS WIND FORCE RESISTING SYSTEM

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD

STRUCTURAL DRAWING LIST

SHT NO. SHT NAME

SE001 GENERAL CONSTRUCTION NOTES,

LEGENDS & ABBREVIATIONS

SF100 PARTIAL FLOOR PLAN AND REPAIR

DETAILS

SR501 TYPICAL EPOXY MORTAR DETAILS

STATE OF UTAH

CAMERON MARK

LUSVARDI

NO.

13661114-2202

PR

OFESSIONAL ENGINEER

05/08/2026

SE001

May 08, 2026

J K L

9'

25' - 0" 25' - 0"

B3

SF100

EXISTING PIT.

CONTRACTOR SHALL

BE RESPONSIBLE FOR

FALL PROTECTION PER

OSHA 3146

EXISTING 11" THICK

CONCRETE SLAB

ON GRADE

EXISTING

SUSPENDED

CONCRETE SLAB

EXISTING

CONCRETE

FOUNDATION

WALL BELOW

FIELD VERIFY

4' - 0"

FIELD VERIFY

4' - 0"

FIELD VERIFY

38' - 0"

F

IE

LD

V

E R

IF

Y

7'

EXISTING STEEL

PLATE

MATCH PLATE

ELEVATION AND SLOPE

FOR FLUSH

TRANSITION. CUT

PLATE AS NECESSARY

FOR SPLICE

EXISTING STEEL

PLATE

MATCH PLATE

ELEVATION AND SLOPE

FOR FLUSH

TRANSITION

EXISTING PIPE

GUARD

EXISTING 12" THICK

CONCRETE SLAB ON

GRADE

EPOXY MORTAR TRANSITION

BETWEEN EXISTING SLAB SURFACE

AND STEEL PLATE

STEEL PLATE

BELOW SLAB

NOTE: AFTER USING CONCRETE SCANNING EQUIPMENT TO LOCATE AND MARK EXISTING EMBEDDED ITEMS, USE LIGHT-GAUGE STEEL OR OTHER ACCEPTABLE MATERIAL TO TEMPLATE AND MARK HOLE LOCATIONS FOR FABRICATING STEEL PLATES.

STEEL PLATES. CONFIGURATION

TO BE DETERMINED BY

CONTRACTOR.. SPLICE PLATES

TOGETHER PER /SF100A3

MAX

3' - 0"

3'

M A

X

ANCHORS, SEE

/SF100A4

B1

SF100

1/2"x4"Ø STEEL PLATE

WASHER BELOW, (4)

EACH END

PLATE BELOW

37' - 10"

HOLES FOR EPOXY FILL AT

HIGH-SIDE OF FLOOR AS

NECESSARY TO FLOOD

ENTIRE VOID BETWEEN

PLATE AND SLAB

8'

D4

SF100

TYPICAL

SF100

A2

SIKADUR-35 HI-MOD LV MORTAR,

SEE

1' - 4"

SEE ARCH FOR GUARDS

PER FACILITY'S DIRECTION

1" THICK A36 STEEL PLATE

1/2" THICK A36 STEEL PLATE

/SR501B1

1"

3' - 3"

FIELD VERIFY

SF100

A4

TYPICAL

1" THICK STEEL

WEAR PLATE

EXISTING SCH

80 PIPE

1/2" THICK WEAR PLATE

WITH SLOTS AND CUTS

FOR PLUG WELDS

1/2 4-12

1/2

1/2" THICK STEEL

WEAR PLATE

1/2 4-12

TYP

1.1/4

TYP

1/2

EXISTING CONCRETE

WEARING SURFACE

EXISTING 12" CONC

SLAB W/ #6 @ 10" O.C.

EACH WAY TOP &

BOTTOM

EXISTING CONCRETE

FOUNDATION WALL

EXISTING MECHANICALLY

STABILIZED EARTH WALL

SYSTEM

EXISTING GALVANIZED

BENT PLATE WITH

HSA's

4"

REMOVE EXISTING WEAR SURFACE. RECORD

DRAWINGS INDICATES THE WEARING SURFACE IS 3"

THICK. CURRENT THICKNESS MAY VARY. FIELD VERIFY

REMOVE AND SALVAGE

EXISTING BRUSH GUARDS.

SEE ARCH

PREPARE SURFACE TO

RECEIVE SIKADUR MORTAR

TO CSP-6 (1/8" AMPLITUDE)

STEEL PLATE

EXISTING CONCRETE

22.5° BEVEL,

TYPICAL

STEEL PLATE

STEEL PLATE

EXISTING SCH

80 PIPE

EXISTING CHANNEL EXISTING CONCRETE

SUSPENDED SLAB

1.1/4

TYP

22.5°

BEVEL,

TYPICAL

1"Ø A36 THREADED ROD

WITH NUT AND LOCK

WASHER. LEAVE 3 THREADS

EXPOSED. GRIND OFF

EXCESS PROTRUSION

CLEAN SURFACE AND IMMEDIATELY

BEFORE SETTING PLATE, CREATE A

GASKET AT THE PLATE PERIMETER

WITH SIKAFLEX OR ENGINEER

APPROVED ELASTOMERIC SEALANT.

PURPOSE OF THE GASKET IS TO

CONTAIN THE EPOXY VOID FILLER

A1

SF100

1/2

EXISTING CONDITION NOTES

1. PROTECT ALL EXISTING SURFACES TO REMAIN

INCLUDING, BUT NOT LIMITED TO: COLUMNS, WALLS,

WINDOWS, SIDEWALKS, DOORS, CONDUITS, LIGHTS,

RAILINGS, THRESHOLDS, DRAINS, ETC. REPAIR ANY

DAMAGE RESULTING FROM CONSTRUCTION

OPERATIONS AS SOON AS REASONABLY POSSIBLE.

2. CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS & EXISTING CONDITIONS PRIOR TO

BEGINNING WORK. CONDITIONS THAT ARE

DIFFERENT THAN THOSE SHOWN SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER

PRIOR TO COMMENCING WORK.

PLAN NOTES

1. THE INDICATED PLAN IS FOR BIDDING PURPOSES.

THE ACTUAL PHASING PLAN WILL BE DETERMINED IN

PRECONSTRUCTION BY THE CONTRACTOR, OWNER,

AND ENGINEER.

2. CONTRACTOR IS RESPONSIBLE FOR MEANS,

METHODS, SEQUENCING, TEMPORARY WORKS,

ACCESS, LAYDOWN, AND PROTECTION REQUIRED

TO EXECUTE THE PROJECT SAFELY AND

SUCCESSFULLY.

3. MAINTAIN BUILDING OPERATIONS, EGRESS,

ACCESSIBILITY, AND REQUIRED FIRE/LIFE SAFETY

SYSTEMS AT ALL TIMES UNLESS OTHERWISE

APPROVED IN WRITING BY THE OWNER.

COORDINATE WITH THE OWNER FOR TEMPORARY

DISCONNECTION OF EMERGENCY SYSTEMS AS

NECESSARY FOR REPAIRS.

4. PROVIDE TEMPORARY BARRIERS, SIGNAGE,

DUST/NOISE CONTROL, WEATHER PROTECTION,

AND PROTECTION OF ADJACENT

FINISHES/SYSTEMS.

5. CONTRACTOR SHALL ABIDE BY OWNER'S

NOISE/VIBRATION HOURS.

6. COORDINATE UTILITY SHUTOFFS, REROUTES, AND

TIE-INS. PROVIDE TEMPORARY UTILITIES AS NEEDED

TO MAINTAIN CONTINUOUS SERVICE WHERE

REQUIRED.

7. COORDINATE SPECIAL INSPECTIONS AND

REQUIRED OBSERVATIONS FOR EACH PHASE.

NOTIFY THE DESIGN TEAM IN ADVANCE OF WORK

REQUIRING INSPECTION.

8. AT COMPLETION OF EACH LOCATION OR PHASE,

RESTORE TEMPORARY CONDITIONS, PATCH/REPAIR

IMPACTED AREAS, AND CONFIRM SYSTEMS AND

EGRESS ARE FULLY OPERATIONAL AND CLEAN

BEFORE PROCEEDING TO THE NEXT PHASE.

CONCRETE EMBEDDED ELEMENTS

1. BEFORE DRILLING, CUTTING, CHIPPING, CORING,

OR OTHERWISE REMOVING CONCRETE, LOCATE ALL

EXISTING REINFORCING STEEL, EMBEDDED ITEMS,

AND OTHER CONCEALED ELEMENTS WITHIN THE

AFFECTED AREA.

2. LOCATE EXISTING ELEMENTS USING GROUND-

PENETRATING RADAR (GPR) AND/OR PACHOMETERS

IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS.

3. TEMPORARILY MARK THE LOCATION AND

CONCRETE COVER OF IDENTIFIED ITEMS ON THE

CONCRETE SURFACE. RECORD MEASUREMENTS ON

ANNOTATED PLAN AND TAKE PHOTOGRAPHS.

REMOVE MARKINGS UPON COMPLETION OF THE

WORK UNLESS OTHERWISE APPROVED BY THE

ENGINEER. PROVIDE RECORDS TO ENGINEER AND

OWNER.

THE SCOPE OF THE STRUCTURAL WORK INCLUDES BUT IS NOT LIMITED TO:

1. INSTALLATION OF TEMPORARY FALL PROTECTION OVER THE PIT.

2. REMOVAL OF EXISTING BRUSH GUARDS.

3. FIELD VERIFICATION OF EXISTING CONDITIONS AND DIMENSIONS, INCLUDING LOCATING AND MARKING

EXISTING EMBEDDED ELEMENTS IN THE CONCRETE.

4. REMOVAL OF EXISTING WEAR COAT AS REQUIRED FOR INSTALLATION OF STEEL PLATES.

5. TEMPLATING AND FABRICATION OF STEEL PLATES.

6. INSTALLATION OF STEEL PLATES AND ANCHORAGE.

7. WELDING OF ANCHORAGE AND STEEL PLATES.

8. PLACEMENT OR INJECTION OF EPOXY TO FILL VOIDS BETWEEN THE STEEL PLATES AND THE CONCRETE.

9. PREPARATION AND TESTING OF SUBSTRATE FOR TOPPING MORTAR, INCLUDING ANCHOR INSTALLATION AND

MORTAR PLACEMENT.

10. COMPLETION OF FINISH AND REPAIR WORK AS REQUIRED.

11. REATTACHMENT OF BRUSH GUARDS.

12. REMOVAL OF TEMPORARY FALL PROTECTION.

SCOPE OF STRUCTURAL WORK

STEEL PLATE

1.1/4

1"Ø x 9" REDHEAD

TRUBOLT WEDGE

ANCHOR

E M

B

D

6"

COUNTERSUNK HOLE

WITH LIPS FOR

WASHER TO ENGAGE

STEEL PLATE

EXISTING CONCRETE

AFTER WELDING, CAP SEAL EDGES AND POUR

SIKADUR-35 HI-MOD LV IN HOLES TO FILL GAP

BETWEEN PLATE AND CONCRETE. USE

HAMMER SOUNDING TO CHECK FOR VOIDS

BETWEEN PLATE AND CONCRETE. INSTALL

ADDITIONAL HOLES AND FILL AS NECESSARY

UNTIL VOID IS COMPLETELY FILLED. REMOVE

CAP SEALS AFTER EPOXY HAS CURED. KEEP

CUP SAMPLE FOR EACH BATCH TO VERIFY

CURE

1"Ø HOLE WITH

ANNULAR CUTTER

STEEL PLATE

STEEL PLATE WASHER

EXISTING CONCRETE

SUSPENDED SLAB

CLEAN SURFACE AND IMMEDIATELY

BEFORE SETTING PLATE WASHER,

CREATE A GASKET AT THE WASHER

PERIMETER WITH SIKAFLEX OR

ENGINEER APPROVED ELASTOMERIC

SEALANT. PURPOSE OF THE GASKET IS

TO CONTAIN THE EPOXY VOID FILLER

EXISTING PLATE

SF100

A3

1.1/4

TYP

1"Ø A36 THREADED ROD

WITH NUT AND LOCK

WASHER. LEAVE 3 THREADS

EXPOSED. GRIND OFF

EXCESS PROTRUSION

N

SCALE:SF100 1/4" = 1'-0"

D1 PARTIAL MAIN FLOOR PLAN

NO SCALESF100

B3 CANTILEVER SLAB AT PIT - REINFORCEMENT

NO SCALESF100

A1 STEEL CONNECTION DETAIL - PLAN VIEW

NO SCALESF100

B1 EXISTING CANTILEVER SLAB AT PIT - SLAB PREPARATION AND DEMO

NO SCALESF100

A3 STEEL WELD SPLICE DETAIL

NO SCALESF100

A2 STEEL CONNECTION DETAIL - SECTION VIEW

NO SCALESF100

A4 STEEL PLATE ANCHORAGE DETAIL

NO SCALESF100

A5 EPOXY FILL DETAIL

NO SCALESF100

D4 STEEL CONNECTION DETAIL - SECTION VIEW

STATE OF UTAH

CAMERON MARK

LUSVARDI

NO.

13661114-2202

PR

OFESSIONAL ENGINEER

05/08/2026

SF100

CSP-1SURFACE PREPARATION METHOD

LOW-PRESSURE WATER CLEANING

NOTES:

1. CSP PROFILES SHALL COMPLY WITH INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI) TECHNICAL GUIDELINE NO.

310.2R-2013. FOLLOW SAFETY REGULATIONS.

2. PRECAUTIONS SHOULD TAKEN TO PREVENT MICROCRACKING. IF OBSERVED, NOTIFY ENGINEER.

CONCRETE SURFACE PROFILE (CSP)

CSP-2 CSP-3 CSP-4 CSP-5 CSP-6 CSP-7 CSP-8 CSP-9

GRINDING

ABRASIVE (SAND) BLASTING

STEEL SHOT BLASTING

SCARIFYING

SCABBING

HANDHELD CONCRETE BREAKER (15lb)

CSP-10

NEEDLE SCALING

HIGH/ULTRA-PRESSURE WATER JETTING

ROTOMILING

CSP-1 CSP-2 CSP-3 CSP-4 CSP-5 CSP-6 CSP-7 CSP-8 CSP-9

EXAMPLE IMAGERY NOT TO SCALE

SIKADUR-35 HI-MOD LV

MORTAR (1.1/2" MAX LIFTS)

INSTALLATION STEPS:

GENERAL

1. JOB SITE CONDITIONS CAN INFLUENCE SURFACE DRYING AND SET TIME AFFECTING THE TIMING OF MORTAR APPLICATION AND FINISHING PROCEDURES. EXPERIENCE IS REQUIRED TO DETERMINE PROPER TIMING FOR

REQUIRED PROCEDURES.

CONCRETE SLAB PREPARATION

1. THE CONCRETE SLAB SHALL BE SOUND AND AT AN AMBIENT TEMPERATURE OF 40° F OR HIGHER.

2. ALL SURFACES ARE TO BE ROUGHENED BY CHIPPING, ROTOMILING, SCARIFYING OR OTHER APPROPRIATE MECHANICAL MEANS TO PROVIDE A ROUGHENED SUBSTRATE WITH A MINIMUM 1/8 IN AMPLITUDE IN

ACCORDANCE WITH ICRI /CSP 6.

4. ALL FRACTURED CONCRETE, LOOSE PARTICLES, DETRITUS AND GREASE, OIL, ETC., IS TO BE REMOVED TO PROVIDE A CLEAN, SOUND AND STABLE SUBSTRATE. THE CONCRETE SUBSTRATE MAY BE DRY OR DAMP, BUT

MUST BE FREE OF STANDING WATER.

PRIMING

1. PRIME THE SURFACE WITH A NEAT COAT OF SIKADUR-35 HI-MOD LV TO ACHIEVE A UNIFORM FILM BUILD OF

3-5 MILS USING A BRUSH, ROLLER, BROOM OR SUITABLE SPRAY.

2. THE MORTAR SHALL BE APPLIED WITHIN THE MAXIMUM PERMITTED TACK TIMES AS FOLLOWS: 14 TO 16 HOURS @ 40° F, 3 TO 3.5 HOURS AT 73° F, 1.5 TO 2 HOURS AT 95° F. IF THE COAT BECOMES GLOSSY AND

LOSES ITS TACKINESS, NOTIFY ENGINEER AND FOLLOW MANUFACTURER'S RECOMMENDATIONS.

MIXING

1. FOLLOW MANUFACTURER'S INSTRUCTION. SLOWLY ADD 4-5 PARTS BY LOOSE VOLUME OF AN OVENDRIED PEA GRAVEL AGGREGATE TO 1 PART OF THE MIXED SIKADUR-35 HI-MOD LV AND MIX UNTIL UNIFORM IN

CONSISTENCY.

2. A SUFFICIENT NUMBER OF MIXERS OF ADEQUATE SIZE ARE TO BE USED SO AS NOT TO IMPEDE SYSTEMATIC

PLACING OF THE MORTAR, IN ACCORDANCE WITH INSTALLATION REQUIREMENTS.

3. MIXERS ARE TO BE STRATEGICALLY PLACED TO ENSURE THE LEAST AMOUNT OF DISTURBANCE OF THE

MORTAR MIX DURING TRANSPORTATION TO THE POINT OF PLACING.

MORTAR APPLICATION

1. FOLLOWING APPLICATION OF THE PRIME COAT AND WITHIN THE TACK TIME, THE CORRECTLY MIXED MORTAR SHOULD BE PLACED BY SUITABLE MEANS ONTO THE PREPARED AND PRIMED SLAB, AVOIDING

SEGREGATION OF THE MIX.

2. THOROUGHLY COMPACT AND TROWEL THE MORTAR TO THE SPECIFIED THICKNESS; MINIMUM 3/4 IN, MAXIMUM 1.1/2 IN. FOR MULTIPLE LIFTS, REFER TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO PREPARE

AND PROCEED WITH EACH LIFT.

3.THE PLACING AND TROWELLING OPERATION, WHICH COULD INFLUENCE BOTH ADHESION AND FINISHING OF

THE MORTAR, MUST BE CONTINUOUS, WITHOUT DELAYS OR INTERRUPTIONS

FINISHING

1. AS THE TOPPING STIFFENS FURTHER, PROCEED WITH FINAL TROWELLING TO THE SPECIFIED FINISH.

EXISTING PREPARED

SUBSTRATE. PRIME WITH

NEAT COAT OF SIKADUR

SAWCUT BOUNDARY

3/ 4"

M

IN

NO SCALESR501

A1 CONCRETE SURFACE PROFILES

NO SCALESR501

B1 SIKADUR-35 HI-MOD LV MORTAR APPLICATION

STATE OF UTAH

CAMERON MARK

LUSVARDI

NO.

13661114-2202

PR

OFESSIONAL ENGINEER

05/08/2026

SR501

TYPICAL MORTAR

DETAILS

Struc