8
DATE CHECKED BY PROP. NO. DRAWN BY PROJECT NO. REVISIONS DATE DESCRIPTION S:\2018Files\18294\Consulting\Prod Dwg\18294.rvt 18294 AJV CEG MAY 2019 COVER SHEET G1.00 LAKEVIEW 1, 2, 3, 10 FLOORING The Church of Jesus Christ of Latter‐Day Saints 514435319010101 OREM UTAH LAKEVIEW STAKE OREM UTAH 400 WEST 1800 SOUTH LAKEVIEW 1, 2, 3, 10 400 WEST 1800 SOUTH OREM, UTAH PROP. NO. 514435319010101 MAY 2019

LAKEVIEW 1, 2, 3, 10 - dynamicconstructionutah.com fileexisting building 400 west street 1800 south street slope 1% slope 1% slope pipe 1% (min.) slope 1% 8" dia. hdpe pipe 4" dia

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Page 1: LAKEVIEW 1, 2, 3, 10 - dynamicconstructionutah.com fileexisting building 400 west street 1800 south street slope 1% slope 1% slope pipe 1% (min.) slope 1% 8" dia. hdpe pipe 4" dia

DATE

CHECKED BY

PROP. NO.

DRAWN BYPROJECT NO.

REVISION

SDA

TEDE

SCRIPT

ION

S:\2018Files\18294\Consulting\Prod Dwg\18294.rvt

18294AJV

CEGMAY 2019

COVER SHEET

G1.00

LAKE

VIEW

 1, 2, 3

, 10 F

LOOR

ING

The C

hurch

 of Je

sus C

hrist

 of La

tter‐D

ay Sa

ints

514435319010101

OREM

 UTA

H LA

KEVIEW

 STA

KE

OREM

 UTA

H40

0 WEST 18

00 SOU

TH

LAKEVIEW 1, 2, 3, 10

400 WEST 1800 SOUTHOREM, UTAH

PROP. NO. 514435319010101

MAY 2019

Page 2: LAKEVIEW 1, 2, 3, 10 - dynamicconstructionutah.com fileexisting building 400 west street 1800 south street slope 1% slope 1% slope pipe 1% (min.) slope 1% 8" dia. hdpe pipe 4" dia

MH = MANHOLE

GPF = GALLONS PER FLUSH

FURN. = FURNACE

MECH. = MECHANICAL

HB = HOSE BIB

T.O. = TOP OF

MIN. = MINIMUM

MAX. = MAXIMUM

GYP. = GYPSUM

BD. = BOARDSECT. = SECTIONSEC. = SECTION

DIA. = DIAMETER

N.T.S. = NOT TO SCALEGA. = GAUGEO.C. = ON CENTER

TYP. = TYPICAL

NO. = NUMBER

ALUM. = ALUMINUM

O.H. = OVERHANG

SIM. = SIMILART&G = TUNG & GROOVE

GALV. = GALVANIZED

MFR. = MANUFACTUREREA. = EACH

H.C. = HANDI-CAP RE. = REFERENCERCP = REFLECTED CEILING PLANPR. = PAIR

A.F.F. = ABOVE FINISHED FLOOR

FD = FLOOR DRAIN

#

#

#

#

###

# ###

ROOM FINISH KEYNOTE

GENERAL KEYNOTE

WALL CALLOUT

WINDOW CALLOUT

DOOR CALLOUT

SECTION CALLOUT

ELEVATION CALLOUT

DETAIL CALLOUT

ELEVATION MARKER

COMMON SYMBOLS & ABBREVIATIONSSYMBOLS ABBREVIATIONS

U.N.O. = UNLESS NOTED OTHERWISE

LT. = LIGHT

WT. = WEIGHT

H.W.H. = HOT WATER HEATER

CONC. = CONCRETE

DATE

CHECKED BY

PROP. NO.

DRAWN BYPROJECT NO.

REVISION

SDA

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S:\2018Files\18294\Consulting\Prod Dwg\18294.rvt

18294AJV

CEGMAY 2019

GENERAL NOTES &ABBREVIATIONS

G1.01

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514435319010101

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SHEET INDEXSHEET NO. SHEET TITLE

G1.00 COVER SHEETG1.01 GENERAL NOTES & ABBREVIATIONS

AS1.01 SITE PLANA1.01 FLOOR PLANA1.02 GYM FLOOR PLANA5.01 DETAILSM-1 MECHANICALP-1 PLUMBING

GENERAL NOTES:1. CONTRACTOR MUST VISIT THE SITE SO AS TO BE FAMILIAR WITH ALL EXISTING CONDITIONS

BEFORE SUBMITTING BID, BRING ANY QUESTIONS OR CONCERNS TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION, FOR ADDENDUM PRIOR TO BID OPENING. NO ALLOWANCES WILL BE MADE FOR CONDITIONS THAT ARE CLEARLY VISIBLE.

2. CONTRACTOR SHALL WORK WITH LOCAL REPRESENTATIVE ON SCHEDULING TO INSURE CONTINUED USE OF THE BUILDING. NEITHER THE CONTRACTOR NOR ANY OF HIS PEOPLE SHALL HAVE ACCESS TO THE BUILDING WITHOUT PRIOR AUTHORIZATION.

3. ALL SAFETY STANDARDS AND REQUIREMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

4. GROUT WATER-TIGHT ALL PIPE TO BOX CONNECTIONS.

5. COMPLY WITH ALL MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.

6. CONTRACTOR RESPONSIBLE TO KEEP BUILDING WATERTIGHT AT ALL TIMES. STARTING FROM NOTICE TO PROCEED TO SUBSTANTIAL COMPLETION ANY DAMAGE TO THE BUILDING OR ITS CONTENTS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

7. CONTRACTOR TO CHECK ALL MECHANICAL & ELECTRICAL EQUIPMENT AFFECTED BY THE WORK BEFORE DISCONNECTING TO MAKE SURE THEY ARE OPERATING PROPERLY, CONTRACTOR IS ALSO RESPONSIBLE FOR UNITS SO BE IN COMPLETE OPERATING CONDITION AT THE COMPLETION OF THE PROJECT. COORDINATE SHUTDOWN WITH USERS.

8. BEFORE ORDERING ANY MATERIALS, VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.DO NOT SCALE DRAWINGS FOR QUANTITIES.

9. ANY CONCRETE ELEMENTS THAT NEED TO BE REMOVED TO COMPLETE THIS JOB ARE TO BE PART OF THE CONTRACT.

10. PRIOR TO THE END OF CONSTRUCTION, CONTRACTOR IS TO CLEAN OUT AND FLUSH ALL SUBTERRANEAN PIPING TO MAKE SURE THEY ARE NOT PLUGGED AND ARE IN WORKING CONDITION.

11. CONTRACTOR TO SUPPLY AN ON SITE PORTABLE RESTROOM. FACILITY RESTROOMS ARE NOT TO BE USED BY CONTRACTOR OR CONTRACTOR'S EMPLOYEES. LOCATION OF PORTABLE RESTROOM TO BE DETERMINED DURING PRE-CONSTRUCTION MEETING.

VICINITY MAP

SITE

Page 3: LAKEVIEW 1, 2, 3, 10 - dynamicconstructionutah.com fileexisting building 400 west street 1800 south street slope 1% slope 1% slope pipe 1% (min.) slope 1% 8" dia. hdpe pipe 4" dia

EXISTING BUILDING

400 WEST STREET

1800

 SOU

TH STR

EET

SLOPE 1%SLOPE 1%

SLOPE PIPE 1% (MIN.)

SLOP

E 1%

8" DIA. HDPE PIPE

4" DIA. PVC PIPE

SAW CUT EXIST. ASPHALT. REMOVE & REPLACE

PRE-CAST INLET BOX W/ OPEN GRATE, TYP.

1

A5.01

4

A5.01

3

A5.01

5

A5.01 2' - 0" MIN.

FROM INTERIOR SYSTEM

CLEAN-OUT BOX

CLEAN-OUT BOX

1 2

2

3 3

3

3

44

4

4

4

5

6

7

8

9

9

9

9

9

CLEAN-OUT BOX

77

7

INVERT= 91.55TOG= 95.55

TOP= 97.76

NG= 99.67

TOC= 98.75

TOC= 99.04

TOC= 99.42

NG= 99.64 NG= 99.44 NG= 99.64

BM= 100.00

DATE

CHECKED BY

PROP. NO.

DRAWN BYPROJECT NO.

REVISION

SDA

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S:\2018Files\18294\Consulting\Prod Dwg\18294.rvt

18294AJV

CEGMAY 2019

SITE PLAN

AS1.01

LAKE

VIEW

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, 10 F

LOOR

ING

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hurch

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ints

514435319010101

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SCALE: 1" = 20'-0"

Site Plan

EXIST. BLDG.(SEE SHEET A1.02 FOR INTERIOR WORK)

NORTH

SCOPE OF WORK ‐ EXTERIOR# DESCRIPTION1 REMOVE CONCRETE APRON ALONG BLDG. & DISPOSE.2 EXCAVATE & INSTALL NEW FRENCH DRAIN SYSTEM & DRAIN PIPE.

CONNECT DOWNSPOUT BOXES TO SOLID PIPE. SEE DETAILS 1,2 &4/A5.01

3 EXCAVATE & INSTALL NEW BELOW GRADE PIPING SYSTEM &CONNECT TO EXISTING STORM DRAIN SYSTEM. SEE PLANS &DETAILS 3 & 5/A5.01.

4 INSTALL NEW PRE-CAST INLET BOXES WITH OPEN METAL GRATESAT OUTLET OF EACH ROOF DOWNSPOUT WHERE SHOWN ONPLAN. CONNECT BOXES TO NEW DRAINAGE SYSTEMS. INSTALLNEW DOWNSPOUT OUTLET TO EACH DOWNSPOUT. MATCHEXISTING SHAPE, COLOR, THICKNESS & METAL TYPE. OUTLET TOEMPTY INTO NEW INLET BOX.

5 SAW-CUT FROM JOINT TO JOINT & REMOVE SECTION OFSIDEWALK FOR NEW PIPING. INSTALL NEW CONCRETE WALK &GUTTER TO MATCH EXISTING AFTER PIPING SYSTEM ISINSTALLED.

6 SAW-CUT & REMOVE ASPHALT PAVING TO ALLOW FORINSTALLATION OF NEW PIPING. AFTER INSTALLATION OF PIPING,COMPACT TRENCH MATERIALS & INSTALL 6" OF ROADBASE & 3" OFASPHALT PAVING FLUSH WITH EXISTING PAVING. SEE DETAIL5/A5.01

7 SEAL CONNECTION OF NEW PIPE INTO EXISTING CATCH BASINWITH NON-SHRINK GROUT WATERTIGHT.

8 INSTALL NEW CONCRETE APRON. MATCH EXISTING PROFILE.9 INSTALL NEW SOD OVER 6" OF TOPSOIL. MATCH EXISTING

SPECIES.

Page 4: LAKEVIEW 1, 2, 3, 10 - dynamicconstructionutah.com fileexisting building 400 west street 1800 south street slope 1% slope 1% slope pipe 1% (min.) slope 1% 8" dia. hdpe pipe 4" dia

6

A5.01

6

A5.01

20' - 0

" (APP

ROX.)

4" DIA. PERF. PVC PIPE (FRENCH DRAIN)

SAW CUT & REMOVE EXIST. CONC. SLAB

4" DIA. PERF. PVC PIPE

DRESS

DRESSMEN

WOMENMOTHER'S ROOM

EXIST. WOOD CURB

1

1

1

1

9

9

9

9

2' - 0"

1

2

3

3

3

4

5

6

6

6

7

8 9 10

112

9' - 2" (APPROX.)

4

4

DATE

CHECKED BY

PROP. NO.

DRAWN BYPROJECT NO.

REVISION

SDA

TEDE

SCRIPT

ION

S:\2018Files\18294\Consulting\Prod Dwg\18294.rvt

18294AJV

CEGMAY 2019

FLOOR PLAN

A1.01

LAKE

VIEW

 1, 2, 3

, 10 F

LOOR

ING

The C

hurch

 of Je

sus C

hrist

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tter‐D

ay Sa

ints

514435319010101

OREM

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H LA

KEVIEW

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SCALE: 1/8" = 1'-0"

MAIN LEVEL FLOOR PLANSCOPE OF WORK ‐ INTERIOR

# DESCRIPTION7 ALLOW CONCRETE TO CURE & INSTALL NEW CERAMIC TILE FLOORING

SYSTEM TO MATCH EXISTING.8 ALLOW CONCRETE TO CURE & INSTALL LIQUID APPLIED

WATERPROOFING MEMBRANE TO ENTIRE SURFACE OF EXPOSEDCONCRETE SLAB.

9 INSTALL NEW HARDWOOD FLOORING SYSTEM. SEE DETAILS 7 & 8/A5.01.PROVIDE ALL COMPONENTS AS REQUIRED BY MANUFACTURER FORWARRANTIES. PROVIDE EQUIPMENT MOUNTING POINTS PER PLAN.

10 CLEAR COAT FINISH & PAINT WOOD FLOORING PER PLAN, SHEET A1.02& PER SPECIFICATION.

11 RE-INSTALL CARPET IN HALLWAY.

SCOPE OF WORK ‐ INTERIOR# DESCRIPTION1 REMOVE EXISTING HARDWOOD FLOORING SYSTEM DOWN TO CONC.

SLAB. FULLY EXPOSE CONCRETE TO VIEW.2 REMOVE CARPET FLOORING & PRESERVE FOR REINSTALLATION &

EXPOSE CONCRETE. REMOVE TILE FROM JOINT TO JOINT & WALL TOWALL. DISPOSE.

3 SAW CUT EXIST. CONCRETE SLAB & DISPOSE. PROTECT CARPETFLOORING IN HALLWAY FROM DAMAGE, DIRT & DEBRIS DURINGCONSTRUCTION.

4 EXCAVATE TRENCH & INSTALL NEW FRENCH DRAIN SYSTEM. SEEDETAIL 6/A5.01 & REFERENCE RECORD DOCUMENTS P-1, M-1.

5 CORE DRILL THROUGH FND. WALL & CONNECT NEW DRAIN PIPE TO NEWEXTERIOR CLEAN-OUT BOX & PIPING SYSTEM.

6 BACKFILL TRENCH & COMPACT. INSTALL 4" OF AGGRETE FILL TO MATCHEXIST. & COMPACT TO WITHIN 4" OF TOP OF CONCRETE SLAB. INSTALLNEW CONCRETE SLAB OVER COMPACTED TRENCH MATERIALS & STEELTROWEL FINISH FLUSH WITH EXISTING SLAB.

Page 5: LAKEVIEW 1, 2, 3, 10 - dynamicconstructionutah.com fileexisting building 400 west street 1800 south street slope 1% slope 1% slope pipe 1% (min.) slope 1% 8" dia. hdpe pipe 4" dia

VOLLYBALL POST SUPPORT MOUNTING BRACKET

VOLLYBALL POST SUPPORT MOUNTING BRACKET

84' - 0"

50' - 0

"

8' - 8" 19' - 6" 10' - 4" 3' - 7" 3' - 7" 10' - 4" 19' - 6" 8' - 8"

19' - 0"18' - 10"

4' - 0"

1' - 0"

8"

3' - 0" 3' - 0" 3' - 0" 1' - 6"

RADIUS OUTSIDE

6' - 0"

12' - 0

"

6' - 0"

5' - 3"

TO OU

TSIDE

OF TH

REE P

OINT L

INE

19' - 9

" RAD

IUS

5' - 1"

28' - 0"

2" WIDE x 8" DEEP 12" WIDE x 8" DEEP

60' - 0"

30' - 0

"

10' - 0"

10' - 0"

15' - 0"

3' - 0"

3' - 0"

6' - 0" RADIUSOUTSIDE

3' - 0" RADIUSOUTSIDE

NOTES:ALL LINES TO BE 2" WIDE.A 1" BREAK ON EACH SIDE OF LINE WHERE LINES OF DIFFERENT COURTS MEET.BASKETBALL COURT TO BE 84'x50' TO THE INSIDE OF SIDLINES.MAIN VOLLY BALL COURT TO BE 60'x30' TO THE OUTSIDE OF SIDELINES.SIDE BY SIDE VOLLYBALL COURTS TO BE 50'x30' TO THE OUTSIDE OF SIDLINES.VOLLYBALL POST SUPPORT BRACKETS TO BE 3' FROM THE OUTSIDE OF SIDELINES.

EQ.

EQ.

EQ.

EQ.

10' - 0

"

10' - 0

"

30' - 0"30' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

7

A5.01

9

A5.01

8

A5.01

9

A5.01

7

A5.01

TYP. TYP.

SIM.

SIM.

DATE

CHECKED BY

PROP. NO.

DRAWN BYPROJECT NO.

REVISION

SDA

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SCRIPT

ION

S:\2018Files\18294\Consulting\Prod Dwg\18294.rvt

18294AJV

CEGMAY 2019

GYM FLOOR PLAN

A1.02

LAKE

VIEW

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, 10 F

LOOR

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514435319010101

OREM

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H LA

KEVIEW

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TH

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

GYM FLOOR PLAN

Page 6: LAKEVIEW 1, 2, 3, 10 - dynamicconstructionutah.com fileexisting building 400 west street 1800 south street slope 1% slope 1% slope pipe 1% (min.) slope 1% 8" dia. hdpe pipe 4" dia

EXIST.EXT.

WALL

EXIST. FTG. & FND.

2' - 0"

NEW CONC. APRON

NEW SOD OVER 6" TOPSOIL

BACKFILL

EXIST. SUB-GRADE

WATER-PERMEABLE FILTER FABRIC (LAP FULL LENGTH AT TOP)

1" MINUS, WASHED DRAINAGE GRAVEL

4" DIA. PERFORATED PVC PIPE (OPENINGS ON TOP)

4" DIA. SOLID PVC STORMWATER PIPE

2' - 0" NEW SOD OVER 6" TOPSOIL

BACKFILL

EXIST. SUB-GRADE

WATER-PERMEABLE FILTER FABRIC (LAP FULL LENGTH AT TOP)

1" MINUS, WASHED DRAINAGE GRAVEL

4" DIA. PERFORATED PVC PIPE (OPENINGS ON TOP)

EXIST. SIDEWALK

4" DIA. SOLID PVC STORMWATER PIPE

EXIST.EXT.WALL

EXIST. FTG. & FND.

EXIST. APRON

NEW SOD OVER 6" TOPSOIL

BACKFILL

EXIST. SUB-GRADE

SOLID 4" DIA. PVC PIPE

3" ASPH.

6" ROADBASE (MIN.)

BACKFILL

8" HDPE PIPE

SAND BED

COMPACTED SUB-GRADE

(MIN.

)

2' - 0"

BACKFILL

EXIST. SUB-GRADE

WATER-PERMEABLE FILTER FABRIC (LAP FULL LENGTH AT TOP)

DRAINAGE GRAVEL

4" DIA. PERFORATED PVC PIPE (OPENINGS ON TOP)

NEW 4" CONC.

EXIST. CONC. SLAB

EXIST. GRAVEL FILL

VARIE

S W/ S

LOPE

NEW GRAVEL FILL (MATCH EXIST.)

NEW HARDWOOD GYMNASIUM FLOOR

NEW WATERPROOFING LIQUID APPLIED COATING

EXIST. MASONRY WALL

EXIST. FND. WALL

REMOVE & REINSTALL ALUM. ANGLE

WOOD FLOORING SYSTEM

EXIST. CONCRETE SLAB

WOOD FLOORING SYSTEM

EXIST. CURB WALL. LEAVE AS IS

EXIST. CONC. SLAB

REMOVE & RE-INSTALL EXISTING THRESHOLD

CARPET

1 1/2" EXPANSION JOINT EXIST. 2x EDGE

WOOD FLOORING SYSTEM

EXIST. CONC. SLAB

ANCHOR W/ WOOD SCREWS @ 16" O.C.

CARPET

1 1/2" EXPANSION JOINT EXIST. 2x EDGE

DOORREMOVE & REINSTALL

ALUM. THRESHOLD

EXIST.EXT.

WALL

EXIST. FTG. & FND.

NEW SOD OVER 6" TOPSOIL

BACKFILL

EXIST. SUB-GRADE

WATER-PERMEABLE FILTER FABRIC (LAP FULL LENGTH AT TOP)

1" MINUS, WASHED DRAINAGE GRAVEL

4" DIA. PERFORATED PVC PIPE (OPENINGS ON TOP)

INLET BOX

DATE

CHECKED BY

PROP. NO.

DRAWN BYPROJECT NO.

REVISION

SDA

TEDE

SCRIPT

ION

S:\2018Files\18294\Consulting\Prod Dwg\18294.rvt

18294AJV

CEGMAY 2019

DETAILS

A5.01

LAKE

VIEW

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, 10 F

LOOR

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hurch

 of Je

sus C

hrist

 of La

tter‐D

ay Sa

ints

514435319010101

OREM

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KEVIEW

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SCALE: 1" = 1'-0"1 FRENCH DRAIN @ WALL DETAIL

SCALE: 1" = 1'-0"4 FRENCH DRAIN @ SIDEWALK DETAIL

SCALE: 1" = 1'-0"3 DRAINAGE DETAIL

SCALE: 1" = 1'-0"5 DRAIN @ PARKING LOT DETAILSCALE: 1" = 1'-0"6 INTERIOR FRENCH DRAIN DETAIL

SCALE: 1" = 1'-0"9 ALUM. EDGE ANGLE DETAILSCALE: 3" = 1'-0"7 THRESHOLD @ CURB WALL DETAIL

SCALE: 3" = 1'-0"8 THRESHOLD @ DOOR DETAIL

SCALE: 1" = 1'-0"2 FRENCH DRAIN @ INLET BOX DETAIL

Page 7: LAKEVIEW 1, 2, 3, 10 - dynamicconstructionutah.com fileexisting building 400 west street 1800 south street slope 1% slope 1% slope pipe 1% (min.) slope 1% 8" dia. hdpe pipe 4" dia
Page 8: LAKEVIEW 1, 2, 3, 10 - dynamicconstructionutah.com fileexisting building 400 west street 1800 south street slope 1% slope 1% slope pipe 1% (min.) slope 1% 8" dia. hdpe pipe 4" dia