gramoll.comgramoll.com/wp-content/uploads/2020/06/BLDG73_CD_Drawings.pdf · 1220 S. 300 W. SLC, UT 84101 801-486-2222 ELECTRICAL ENGINEERING: EELD ELECTRICAL ENGINEERING AND LIGHTING

1220 S. 300 W. SLC, UT 84101

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ELECTRICAL ENGINEERING:

EELD ELECTRICAL ENGINEERING AND

LIGHTING DESIGN LLC

244 WEST 300 NORTH, STE 200

SALT LAKE CITY, UTAH 84103

801.322.2400

MECHANICAL ENGINEERING:

COLVIN ENGINEERING ASSOCIATES

GSBS PROJECT NO.:

ISSUED DATE:

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

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www.gsbsarchitects.comU OF U BLDG 73 IMPROVEMENTS PHASE 2A

CONSTRUCTION DOCUMENTS

05/18/2020

2018.064.01

UNIVERSITY OF UTAH

U OF U BLDG 73IMPROVEMENTSPHASE 2A

332 SOUTH 1400 EASTSALT LAKE CITY, UT 84112

1795 EAST SOUTH CAMPUS DRIVE RM 201SALT LAKE CITY, UT 84112

UNIVERSITY OF UTAHPROJECT No. 22363

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

GRAPHIC SYMBOLSABBREVIATIONS

BLOCKING, ROUGH WOOD

METAL (LARGE SCALE)

QUARRY/CERAMIC TILE

GRAVEL

EARTH

MATERIALS/LEGEND

CONCRETE MASONRY UNIT

CONCRETE (POURED IN PLACE)

GYPSUM BOARD OR SETTING BEDS

INSULATION (BATT & BLANKET)

INSULATION (RIGID/SEMI-RIGID)

CONTINUOUS ROUGH WOOD

PLYWOOD

FACE BRICK

VICINITY MAP DRAWING INDEX


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GRID

GRID

W1

100A

ELEVATION CONTROL POINT

ROOM NUMBER

SHEET WHERE ELEVATION IS DRAWN

ELEVATION IDENTIFICATIONEXTERIOR ELEVATION SYMBOL

SHEET WHERE SECTION IS DRAWN

SECTION REFERENCE/WALL SECTION SYMBOL

BUILDING SECTION SYMBOLSECTION REFERENCE/

SHEET WHERE SECTION IS DRAWN

DETAIL SYMBOLDETAIL NUMBER/

SHEET WHERE DETAIL IS DRAWN

WINDOW OR STOREFRONT NUMBER

DOOR NUMBER

OR DATUM POINT

REVISION TAG

GRID LINES

101

NAME

#SHEET

1

SHEET

#

SHEET

#

SHEET

#

SHEET

#SCALE

VIEW NAME VIEW NUMBER/SHEET WHERE VIEW IS LOCATED

VIEW NAME/ VIEW SCALE

VIEW TITLE

ROOM NAME

SHEET WHERE ELEVATION IS DRAWN

ELEVATION IDENTIFICATIONINTERIOR ELEVATION SYMBOL

#SHEET

ROOM TAG

WINDOW TAG

DOOR TAG

WOOD

COMPACTED FILL

FIREPROOFING

05/18/2020

2018.064.01

GI001

DRAWING INDEX, SYMBOLS

AND ABBREVIATIONS

UNIVERSITY OF UTAH




PROJECT LCOATION

SHR. SHOWER

SIM. SIMILAR

STC SOUND TRANSMISSIONCOEFFICIENT

SPEC. SPECIFICATION

STD. STANDARD

STRUCT. STRUCTURAL

SUPER. SUPERVISOR

SUSP. SUSPENDED

THRU THROUGH

T.O. TOP OF

T.O.A. TOP OF ASPHALT

T.O.C. TOP OF CURB

T.O.F. TOP OF FOOTING

T.O.S. TOP OF SLAB OR SIDEWALK

T.O.W. TOP OF WALL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VEN. VENEER

V.I.F. VERIFY IN FIELD

VERT. VERTICAL

VEST. VESTIBULE

VCT VINYL COMPOSITION TILE

WWF WELDED WIRE FABRIC

W/ WITH

WD. WOOD

MTL. METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

# NUMBER

NO. NUMBER

O.C. ON CENTER

OWSJ OPEN WEB STEEL JOIST

OPP. OPPOSITE

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

O.H. OVERHEAD

OHD OVERHEAD DOOR

PNT PAINTED OR PAINT

PTN PARTITION

PERP. PERPENDICULAR

PLAM PLASTIC LAMINATE

PL. PLATE

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAL FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PROT. PROTECTION

QTY. QUANTITY

RAD. RADIUS

REINF. REINFORCED

REQ REQUIRED

R.D. ROOF DRAIN

RM. ROOM

R.O. ROUGH OPENING

SCHED. SCHEDULE

SHT. SHEET

GFCI GOVERNMENT FURNISHEDCONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHEDGOVERNMENT INSTALLED

GND. GROUND

GYP. BD. GYPSUM BOARD

GWB. GYPSUM WALL BOARD

HC. HANDICAPPED

HDWR. HARDWARE

HSA HEADED STUD ANCHOR

HVAC HEATING/VENTILATION/AIRCONDITIONING

HT. HEIGHT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HR. HOUR

HYD HYDRANT

IN. INCHES OR INCH

INFO. INFORMATION

I.D. INSIDE DIAMETER

I.F. INSIDE FACE

INSUL. INSULATION

INT. INTERIOR

LAV. LAVATORY

LT. LIGHT

LT. WT. LIGHT WEIGHT

MAINT. MAINTENANCE

MANUF. MANUFACTURER

MFR. MANUFACTURER

M.O. MASONRY OPENING

MAT. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

DTL. DETAIL

Ø DIAMETER

DIA. DIAMETER

DBL. DOUBLE

DWGS. DRAWINGS

EA. EACH

E.F. EACH FACE

E.S. EACH SIDE

E.W. EACH WAY

EWC ELECTRIC WATER COOLER

EL. ELEVATION

ELEV. ELEVATION

EQ. EQUAL

EXIST. EXISTING

EXP. EXPANSION

E.J. EXPANSION JOINT

EXT. EXTERIOR

FT. FEET OR FOOT

F.V. FIELD VERIFY

FIN FINISH

FF FINISH FLOOR

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FLR. FLOOR

FD FLOOR DRAIN

FTG. FOOTING

FDN. FOUNDATION

GA. GAGE/GAUGE

GAL. GALLON

GPM GALLONS PER MINUTE

GALV. GALVANIZED

GOVT. GOVERNMENT

ABV ABOVE

A.F.F. ABOVE FINISH FLOOR

ADJ. ADJUSTABLE

ALUM. ALUMINUM

ASTM AMERICAN SOCIETY FOR TESTINGMATERIALS

AB ANCHOR BOLT

< ANGLE

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL OR ARCHITECT

@ AT

BP BASE PLATE

BRG. BEARING

B.M. BENCHMARK

BTWN BETWEEN

BITUM. BITUMINOUS

BD. BOARD

BOT. BOTTOM

B.O. BOTTOM OF

BLDG BUILDING

CLG. CEILING

CL CENTER LINE

CT CERAMIC TILE

CLR. CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST. CONSTRUCTION

CONT. CONTINUOUS

C.J. CONTROL JOINT

COORD. COORDINATE

DBA DEFORMED BAR ANCHOR

DEPT DEPARTMENT

DRAWING INDEXSHEET

NUMBER SHEET NAMEGENERAL

GI000 COVER SHEET

GI001 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS

GI002 CODE SUMMARY AND DATA

GI003 CODE ANALYSIS

PHASE 1 GI002 CODE SUMMARY AND DATA

PHASE 1 GI003 CODE ANALYSIS

6

CIVIL

C001 CIVIL GENERAL NOTES

C100 DEMOLITION PLAN

C200 SITE PLAN

C300 GRADING AND DRAINAGE PLAN

C400 UTILITY PLAN

C500 EROSION CONTROL PLAN

C600 CIVIL DETAILS

S000 GENERAL STRUCTURAL NOTES

S100 SCHEDULES AND DETAILS

9

LANDSCAPE

L101 SITE PLAN

L102 SITE DETAILS

L200 IRRIGATION PLAN

L201 IRRIGATION DETAILS

L202 IRRIGATION DETAILS

L300 PLANTING PLAN

L301 PLANTING DETAILS

7

ARCHITECTURAL

AD110 DEMOLITION PLANS

AE110 FINISH FLOOR PLAN, SECTIONS, DETAILS, DOOR SCHEDULE AND TYPES

AE130 REFLECTED CEILING PLANS AND DETAILS

AE140 ROOF PLAN

AE150 EXTERIOR BUILDING DONOR SIGNAGE

AE151 EXTERIOR BUILDING DONOR SIGNAGE

AE200 EXTRIOR ELEVATIONS - PHASE 2A

7

MD101 LEVEL 1 MECHANICAL DEMO PLAN

MH001 MECHANICAL LEGEND, SYMBOLS & ABBREVIATIONS

MH101 LEVEL 1 MECHANICAL PLAN

MH601 MECHANICAL SCHEDULES & DETAILS

4

ELECTRICAL

EE-001 GENERAL NOTES & DETAILS

EE-002 LIGHT FIXTURE/MECHANICAL/ RELAY/PANEL SCHEDULES

ED-101 MAIN FLOOR PLAN - ELECTRICAL DEMO

EFA-101 MAIN FLOOR PLAN - FIRE ALARM/ SYSTEMS

EL-101 MAIN FLOOR PLAN - LIGHTING

EP-101 MAIN FLOOR PLAN - POWER

ES-101 SITE PLAN - ELECTRICAL

7

40

PROJECTNORTH

DNUP DN UP

DN UP

CODE PLAN LEGEND

CORRIDOR TRIBUTARY LOAD

TOTAL NO. OF OCCUPANTS AT EXIT

NO. OF OCCUPANTS

FIRE EXTINGUISHER CABINETFEC

2 HR. RATED WALL

AREA NOT IN SCOPE

LOCATION

OCCUPANT NUMBER

REQUIRED STAIR WIDTH

PROVIDED STAIR WIDTH

(EXIT WIDTH FACTOR)STAIR(0.2)

XX OCCX'-X" RX'-X" P

EXIT(0.15)

X,XXX OCC

X'-X" R

X'-X" P

1st LOCATION

OCCUPANT NUMBER

REQUIRED EXIT WIDTH

PROVIDED EXIT WIDTH

(EXIT WIDTH FACTOR) GOVERNING FLOOR

NET NO. OF OCCUPANTS AT ASSEMBLY*

FE

NOTE

FIRE EXTINGUISHER

DFE DRINKING FOUNTAIN, EXISTING

DFN DRINKING FOUNTAIN, NEW

FIRE EXTINGUISHER CABINET, NEWFEC*

1. EXISTING INTERIOR BUILDING LAYOUT, OCCUPANCY TYPE AND USE IS REMAINING UNCHANGED. PLEASE REFERENCE ATTACHED APPROVED PHASE 1 CODE REVIEW SHEETS FOR REFERENCE.

2. THERE IS NO NEW WORK ASSOCIATED WITH BASEMENT LEVEL AND LEVEL 2.

3. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT-CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED PER SECTIONS 1008.1; 1008.2.

4. SEE GI003 FOR U OF U CODE ANALYSIS DATA.

OCCUPANT LOAD FACTOR PER TABLE 1004.1.2

OCCUPANT LOAD FACTOR IS 100 UNLESS NOTED OTHERWISE

EXISTING, 1 HR. RATED WALL

EXIT(0.15)

66 OCC

10" R

6'-0" P

1st

EXIT(0.15)

182 OCC

2'-4" R

6'-0" P

1st

182

EXIT(0.15)

182 OCC

2'-4" R

6'-0" P

1st

66

FEC

FEC

FEC

FEC

FEC

FEC

182

EXIT(0.15)

66 OCC

10" R

6'-0" P

1st

66

EXISTING EXTERIOR VESTIBULE DOORS

NEW INTERIOR VESTIBULE DOORS

NEW INTERIOR VESTIBULE DOORS

NEW EXTERIOR VESTIBULE DOORS

EXISTING DOORS AT GLASS CONNECTOR BETWEEN BUILDING 73 AND 72


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GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REVREV

05/18/2020

2018.064.01

CODE SUMMARY AND DATA

UNIVERSITY OF UTAH




CONSTRUCTION

DOCUMENTS

GI002GI0021/16" = 1'-0"GI002

1 CODE PLAN - LEVEL ONE (PHASE 2A)


801.521.8600801.521.7913

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BREMS

NO. 119149

DAVID PAUL

LI

CE

NS E D A RC

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OF UTAH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REVREV

05/18/2020

2018.064.01

CODE ANALYSIS

UNIVERSITY OF UTAH




CONSTRUCTION

DOCUMENTS

GI003GI003

NO CHANGES, PLEASE REFERENCE ATTACHED APPROVED PHASE 1 CODE ANALYSIS


NOT CHANGES, PLEASE REFERENCE ATTACHED APPROVED PHASE 1 CODE ANALYSIS

NOT CHANGES, PLEASE REFERENCE ATTACHED APPROVED PHASE 1 CODE ANALYSIS


31'

83'

41'

46'

4'

23'

5'

22'

19'

21'

26'

14'

35'

33'

7'

17'

14' 32'

28'

67'

33' 32'

21'

22' 65'

21'

19'

13'

35'

24'

18' 29'

47'

19'

22'

33' 32'

19'

19' 3

1'

11'

37'

9'

61'

34'

29'

12'

12'

17'

102'

60'

32'

11'

16'

33'

28'

9'

73' 29'

14'

14'

10'

57'

30'

18'

11'

34'

9'

30'

17'

14'

7'

18'

16'

46' 10'

33'

30'

51'

30'

33'

15'

19'

65'

30'

27'

21'

5'

54'

25'

18'

7'

35'

20'

15'

20'

31'

17'

17'

36' 15'

30'

22'

21'

53'

8'

8'

8'

CODE PLAN LEGEND

CORRIDOR TRIBUTARY LOAD

TOTAL NO. OF OCCUPANTS AT EXIT

NO. OF OCCUPANTS

FIRE EXTINGUISHER CABINETFEC

2 HR. RATED WALL

1 HR. RATED WALL

OCCUPANCY TYPE A3

OCCUPANCY IS TYPE B UNLESS NOTED OTHERWISE

LOCATION

OCCUPANT NUMBER

REQUIRED STAIR WIDTH

PROVIDED STAIR WIDTH

(EXIT WIDTH FACTOR)STAIR(0.2)XX OCCX'-X" RX'-X" P

EXIT(0.15)

X,XXX OCC

X'-X" R

X'-X" P

1st LOCATION

OCCUPANT NUMBER

REQUIRED EXIT WIDTH

PROVIDED EXIT WIDTH

(EXIT WIDTH FACTOR) GOVERNING FLOOR

OCCUPANCY TYPE S2

OCCUPANCY TYPE B

NET NO. OF OCCUPANTS AT ASSEMBLY*

FE

NOTE

1. SEE GI003 FOR UU CODE ANALYSIS TABLE.

FIRE EXTINGUISHER

DFE DRINKING FOUNTAIN, EXISTING

DFN DRINKING FOUNTAIN, NEW

FIRE EXTINGUISHER CABINET, NEWFEC*

2. ALL STAIRS ARE NOT IN PROJECT SCOPE.

3. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT-CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED PER SECTIONS 1008.1; 1008.2.

OCCUPANT LOAD FACTOR PER TABLE 1004.1.2

OCCUPANT LOAD FACTOR IS 100 UNLESS NOTED OTHERWISE

EXISTING, 1 HR. RATED WALL

EXISTING TUNNEL TO BUILDING 72, NOT PART OF EGRESS PLAN

735 SF

015

49432 SF

001B

2

266 SF

001C

1

180 SF

001D

1

127 SF

001E

1

968 SF

012

25

870 SF

011

60

1,048 SF

001A

4

3,207 SF

010

11

133 SF

016

1

66 SF

005A

1

66 SF

005D

1

69 SF

004A

1

62 SF

004C

1

167 SF

003

2

66 SF

005B

1

66 SF

005C

1

69 SF

004B

1

98 SF

004D

1

64 SF

004E

1

STAIR(0.2)73 OCC1'-3" R3'-6" P

74 73 EXIT(0.15)

73 OCC

0'-11" R

3'-0" P

1st

3'-0

"3

'-0"

STAIR 1

STAIR 3

STAIR(0.2)74 OCC1'-3" R3'-6" P

EXIT(0.15)

74 OCC

0'-11" R

3'-0" P

1st

*

FEC

FEC

FEC*29'-4"

LACTATION ROOM

300

15

# OF STATIONS

300

300

300

300

15

300

73

'-0"

44'-8"

43

'-4"

28

'-4 3

/4"

34'-3"

4

4

4

EXISTING ELEVATOR, NOT PART OF EGRESS PLAN

EXISTING ACCESS TO BUILDING 72, NOT PART OF EGRESS PLAN

5,573 SF

130

56

97 SF

150

1

94 SF

152

1

94 SF

154

1

94 SF

155

1

94 SF

156

1

95 SF

158

2

262 SF

160

3

197 SF

162

2

197 SF

163

2

197 SF

164

2

221 SF

166

3

134 SF

169

2

201 SF

117

2

466 SF

122

5

442 SF

115

30

1,754 SF

112

89

925 SF

109

48

635 SF

108

34

649 SF

101

6143 SF

101A

2

191 SF

103

2

214 SF

104

3

1,846 SF

107

93

1,846 SF

110

94

875 SF

111

44

103 SF

100P

1

2,318 SF

100

24

1,498 SF

100F

15

EXIT(0.15)

132 OCC

1'-8" R

12'-0" P

1st

EXIT(0.15)

28 OCC

4" R

3'-0" P

1st

STAIR 1

STAIR 2

STAIR 3

ACTING/DANCINGCLASSROOM




EXIT(0.15)

109 OCC

2'-8" R

1'-4" P

1st EXIT(0.15)

132 OCC

1'-10" R

6'-0" P

1st

?

?

?

505 SF

116

6

109

182 182

205

17

89

EXIT(0.15)

132 OCC

1'-10" R

6'-0" P

1st

28 28

26

28

28

132

EXIT(0.15)

26 OCC

4" R

3'-0" P

1stEXIT(0.15)

26 OCC

4" R

3'-0" P

1st

DFE

DRINKING FOUNTAIN, NEWADA COMPLIANT, PARTITION WALLS ON BOTH SIDES

DFE

DFE

FEC

FEC

FEC

FEC

FEC

FEC

*

*

*

55

'-4 3

/4"

31'-7"

55

'-4 1

/2"

48

'-11

1/2

"

37'-6 3/4"

MAIL ROOM

100

80'-1

0 1

/4"

69'-4 3/8"

44'-6"

19

'-6"

20

20

20

20

20

15

222 SF

167

3100

100

20200 SF

119

3

133 SF

120

3

927 SF

170

3

505 SF

116

6

100

104

19

'-10

3/4

"

34'-11 3/4"

28

'-2 1

/4"

4'-1

3/4

"

3

2'-1

1"

9'-2

"

4

5

170 SF

235

2

170 SF

234

2

170 SF

232

2

170 SF

231

2

170 SF

230

2

170 SF

228

2

170 SF

226

2

143 SF

225

2

160 SF

223

2

160 SF

221

2

160 SF

219

2

160 SF

218

2

154 SF

217

2

1,199 SF

210

25

1,457 SF

220

30

951 SF

242

64

143 SF

236

2

160 SF

238

2

160 SF

239

2

160 SF

240

2

159 SF

241

2

315 SF

246

4

104 SF

206

2

144 SF

202

2

140 SF

203

2

140 SF

204

2

140 SF

205

2

140 SF

207

2

140 SF

209

2

140 SF

211

2

140 SF

212

2

146 SF

215

2

240 SF

252

5

STAIR(0.2)103 OCC

1'-8" R3'-6" P

EXIT(0.15)

103 OCC

1'-3" R

3'-0" P

1st

STAIR 1STAIR 3

STAIR 2

9696

COSTUME SHOP

THEATER PROP SHOP

DRAFTING CLASSROOM

391 SF

208

27

*

STAIR(0.2)103 OCC

1'-8" R3'-6" P

EXIT(0.15)

103 OCC

1'-3" R

3'-0" P

1st

DFE

FEC

FECFEC

*

29'-6 1/2"

51

'-6 3

/4"

15

50

5015

50

59'-5 3/4"

14'-5 3/4"

27

'-0 1

/2"

24

'-6 3

/4"

BREMS

NO. 119149

DAVID PAUL

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NS E D A R C

H

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OF UTAH


801.521.8600801.521.7913

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OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REVREV

55

03/14/2019

2018.064.00

CODE SUMMARY AND

DATA

UNIVERSITY OF UTAH

CAMPUS PLANNING, DESIGN

& CONSTRUCTION

U OF U BLDG 73THEATRE &DEVELOPMENTREMODEL



BID PAC #3 100%

CONSTRUCTION

DOCUMENTS

GI002GI002

1/16" = 1'-0"GI002

1 CODE PLAN - BASEMENT

1/16" = 1'-0"GI002

2 CODE PLAN - LEVEL ONE

1/16" = 1'-0"GI002

3 CODE PLAN - LEVEL TWO

1

1

*4 OF ELECTRIC WATER DISPENSERS WILL BE PROVIDED AT BREAK ROOMS AS DRINKING FOUNTAIN.*

2

2

1 2/6/19 Code review response #1/BIDPAC #2 Addendum #2

2 2/20/2019 Code review response #2/BIDPAC #2




2

3

4

1

PHASE 1

PH

AS

E 1

AP

PR

OV

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CO

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RO

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ED

FO

R R

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CE

ON

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BREMS

NO. 119149

DAVID PAUL

LI

CE

NS E D A R C

H

IT

EC

T

ST

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OF UTAH


801.521.8600801.521.7913

PF


OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REVREV

22

03/14/2019

2018.064.00

CODE ANALYSIS

UNIVERSITY OF UTAH

CAMPUS PLANNING, DESIGN

& CONSTRUCTION

U OF U BLDG 73THEATRE &DEVELOPMENTREMODEL



BID PAC #3 100%

CONSTRUCTION

DOCUMENTS

GI003GI003

1



*

4 OF ELECTRIC WATER DISPENSERS WILL BE PROVIDED AT BREAK ROOMS AS DRINKING FOUNTAIN.*

1

2 S-1

PHASE 1

PH

AS

E 1

AP

PR

OV

ED

CO

DE

SH

EE

TP

RO

VID

ED

FO

R R

EF

ER

EN

CE

ON

LY

NOTE: MAY CONTAIN ABBREVIATIONS THAT ARE NOT USED IN THIS PLAN SET.

ABBREVIATIONS

1. ALL CONSTRUCTION MUST STRICTLY FOLLOW THE STANDARDS AND SPECIFICATIONS SET FORTH BY: THE DESIGN ENGINEER, LOCALAGENCY JURISDICTION, APWA (CURRENT EDITION), AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). THEORDER LISTED ABOVE IS ARRANGED BY SENIORITY. THE LATEST EDITION OF ALL STANDARDS AND SPECIFICATIONS MUST BEADHERED TO. IF A CONSTRUCTION PRACTICE IS NOT SPECIFIED BY ANY OF THE LISTED SOURCES, CONTRACTOR MUST CONTACTDESIGN ENGINEER FOR DIRECTION.

2. CONTRACTOR TO STRICTLY FOLLOW THE MOST CURRENT COPY OF THE SOILS REPORT FOR THIS PROJECT. ALL GRADINGINCLUDING BUT NOT LIMITED TO CUT, FILL, COMPACTION, ASPHALT SECTION, SUBBASE, TRENCH EXCAVATION/BACKFILL, SITEGRUBBING, AND FOOTINGS MUST BE COORDINATED DIRECTLY WITH SOILS REPORT.

3. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING, AND BRING UP ANY QUESTIONS BEFORE SUBMITTING BID.

4. CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE CITY, STATE, OR COUNTY REGULATIONS FORWORKING IN THE PUBLIC WAY.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY STANDARDS. WET DOWN DRYMATERIALS AND RUBBISH TO PREVENT BLOWING.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT SURFACE IMPROVEMENTS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT OF OR DAMAGE TO EXISTING UTILITIES.

8. THE CONTRACTOR IS RESPONSIBLE TO FURNISH ALL MATERIALS TO COMPLETE THE PROJECT.

9. ALL EXPOSED SURFACES WILL HAVE A TEXTURED FINISH, RUBBED, OR BROOMED. ANY "PLASTERING" OF NEW CONCRETE WILL BEDONE WHILE IT IS STILL "GREEN".

10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL REQUIRED PERMITS ANDAPPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ANDTHOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.

11. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITYCOMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TOLOCATE THEIR FACILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THECONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. CONTRACTOR SHALL STARTINSTALLATION AT LOW POINT OF ALL NEW GRAVITY UTILITY LINES.

12. ALL DIMENSIONS, GRADES, AND UTILITY DESIGN SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST, PRIOR TO PROCEEDING WITHCONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FORWORK HAVING TO BE REDONE DUE TO THE DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF SUCHNOTIFICATION HAS NOT BEEN GIVEN.

13. NO CHANGE IN DESIGN LOCATION OR GRADE WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN APPROVAL OF THEPROJECT ENGINEER.

14. NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL CONSTRUCTION OF A REQUIRED FACILITY ORIMPROVEMENT. MASS CLEARING OF THE SITE IN ANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED.

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

16. EXISTING UTILITY INFORMATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. IT IS DERIVED FROM ON-SITE SURVEY AND/ORUTILITY MAPPING PROVIDED TO THE ENGINEER, AND THEREFORE UTILITIES MAY NOT BE LOCATED CORRECTLY, EITHERHORIZONTALLY OR VERTICALLY, AND MAY NOT BE ALL INCLUSIVE. CONTRACTOR IS REQUIRED TO FOLLOW THE PROCEDUREOUTLINED BELOW:

16.1. CONTRACTOR IS REQUIRED TO LOCATE AND POTHOLE ALL EXISTING UTILITY LINES (BOTH HORIZONTALLY AND VERTICALLY)THAT AFFECT THE PROJECT CONSTRUCTION, EITHER ON-SITE OR OFF-SITE, AND DETERMINE IF THERE ARE ANY CONFLICTSWITH THE DESIGN OF THE SITE AS SHOWN ON THE APPROVED PLANS PRIOR TO ANY CONSTRUCTION. IF IT IS DETERMINEDTHAT CONFLICTS EXIST BETWEEN EXISTING UTILITIES AND DESIGN UTILITIES (OR ANOTHER ASPECT OF PROPOSEDCONSTRUCTION) THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO CORRECT THE CONFLICTS BEFORE ANY WORK CAN BEGIN.IF THE CONTRACTOR FAILS TO FOLLOW THIS ABSOLUTE REQUIREMENT AND CONFLICTS ARISE DURING CONSTRUCTION THECONTRACTOR WILL BEAR THE SOLE RESPONSIBILITY TO FIX THE CONFLICTS.

16.2. CONTRACTOR IS REQUIRED TO VERIFY THAT PROPER COVER AND PROTECTION OF EXISTING UTILITY LINES IS MAINTAINED ORATTAINED WITHIN THE DESIGN ONCE VERIFICATION OF THE EXISTING UTILITIES IS COMPLETED AS OUTLINED IN 16.1 ABOVE.

16.3. IN ADDITION TO 16.1 AND 16.2 ABOVE THE CONTRACTOR WILL VERIFY DEPTHS OF UTILITIES IN THE FIELD BY "POTHOLING" AMINIMUM OF 300 FEET AHEAD OF PROPOSED PIPELINE CONSTRUCTION TO AVOID POTENTIAL CONFLICTS WITH DESIGNEDPIPELINE ALIGNMENT AND GRADE AND EXISTING UTILITIES.

16.4. IF A CONFLICT ARISES BETWEEN EXISTING UTILITIES AND DESIGN UTILITIES (OR ANOTHER ASPECT OF PROPOSEDCONSTRUCTION) AS DETERMINED UNDER 16.1, 16.2 OR 16.3 THE CONTRACTOR WILL NOTIFY THE ENGINEER IMMEDIATELY TORESOLVE THE CONFLICT.

16.5. IF A CONFLICT ARISES BETWEEN EXISTING UTILITIES AND DESIGN UTILITIES (OR ANOTHER ASPECT OF PROPOSEDCONSTRUCTION) RESULTING FROM THE CONTRACTOR'S NEGLIGENCE TO IDENTIFY AND/OR “POTHOLE” EXISTING UTILITIES ASREQUIRED IN 16.1, 16.2 AND 16.3 ABOVE, THE CONTRACTOR WILL BE REQUIRED TO RESOLVE THE CONFLICT WITHOUTADDITIONAL COST OR CLAIM TO THE OWNER OR ENGINEER.

17. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TOOWNER.

18. CONSULT ALL OF THE DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION.

19. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BESAWCUT TO A CLEAN, SMOOTH EDGE.

20. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST RECENT, ADOPTED EDITION OF ADA ACCESSIBILITYGUIDELINES.

21. CONTRACTOR SHALL, AT THE TIME OF BIDDING AND THROUGHOUT THE PERIOD OF THE CONTRACT, BE LICENSED IN THE STATE OFUTAH AND SHALL BE BONDABLE FOR AN AMOUNT REQUIRED BY THE OWNER.

22. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND TELEPHONE SERVICES ASREQUIRED FOR THE CONTRACTOR'S USE DURING CONSTRUCTION.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTEDUNDER THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S STANDARD SPECIFICATIONS. ALLRE-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 PROPER PLACEMENT OF IMPROVEMENTS TO BECONSTRUCTED BY THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROMDAMAGE. COST OF REPLACING OR REPAIRING EXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMSREQUIRING REMOVAL AND/OR REPLACEMENT. THERE WILL BE NO EXTRA COST DUE TO THE CONTRACTOR FOR REPLACING ORREPAIRING EXISTING IMPROVEMENTS.

25. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN THE INSTALLATION OF THE WORK COVERED BYTHESE PLANS OR SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIALS EQUALTO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL EXISTING FACILITIES. THE FINISHED PRODUCT SHALL BE SUBJECT TOTHE APPROVAL OF THE OWNER, THE ENGINEER, AND THE RESPECTIVE REGULATORY AGENCY.

26. CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE RECORD DRAWINGS SHOWING THE FINAL LOCATION ANDLAYOUT OF ALL STRUCTURES AND OTHER FACILITIES. RECORD DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS,AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPAREDAND SUBMITTED BY THE CONTRACTOR. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THEENGINEER ONE SET OF NEATLY MARKED RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. RECORD DRAWINGSSHALL BE REVIEWED AND THE COMPLETE RECORD DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONSREDLINED 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 GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT ISUNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THEFIRST QUALITY ARE TO BE USED.

28. ALL EXISTING GATES AND FENCES TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PROTECT ALL GATES AND FENCES FROMDAMAGE.

29. ALL EXISTING TREES ARE TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PROTECT ALL TREES FROM DAMAGE.

30. ASPHALT MIX DESIGN MUST BE SUBMITTED AND APPROVED BY THE GOVERNING AGENCY PRIOR TO THE PLACEMENT.

31. CONTRACTORS ARE RESPONSIBLE FOR ALL OSHA REQUIREMENTS ON THE PROJECT SITE.

32. A UPDES (UTAH POLLUTANT DISCHARGE ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR ALL CONSTRUCTION ACTIVITIES 1 ACRE ORMORE AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN.

1. EXISTING UTILITY INFORMATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. IT IS DERIVED FROM ON-SITE SURVEYAND MAY NOT BE LOCATED CORRECTLY AND IS NOT ALL INCLUSIVE. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIESWITHIN THE PROJECT LIMITS BEFORE BEGINNING DEMOLITION/CONSTRUCTION.

2. THERE MAY BE BURIED UTILITIES WITHIN THE LIMITS OF DISTURBANCE THAT ARE NOT SHOWN ON THE PLANS DUE TO LACKOF MAPPING OR RECORD INFORMATION. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN UNEXPECTED UTILITIES AREDISCOVERED.

3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ALL EXISTING UTILITIESAND IMPROVEMENTS WHETHER OR NOT SHOWN ON THESE PLANS. THE FACILITIES AND IMPROVEMENTS ARE BELIEVED TOBE CORRECTLY SHOWN BUT THE CONTRACTOR IS REQUIRED TO SATISFY HIMSELF AS TO THE COMPLETENESS ANDACCURACY OF THE LOCATIONS. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELFWITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY,OR INDIRECTLY, FROM HIS OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS.

1. TRAFFIC CONTROL AND STRIPING TO CONFORM TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.).

2. BARRICADING AND DETOURING SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE CURRENT M.U.T.C.D.

3. NO STREET SHALL BE CLOSED TO TRAFFIC WITHOUT WRITTEN PERMISSION FROM THE APPROPRIATE AGENCY, EXCEPTWHEN DIRECTED BY LAW ENFORCEMENT OR FIRE OFFICIALS.

4. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BEMAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK.

5. DETOURING OPERATIONS FOR A PERIOD OF SIX CONSECUTIVE CALENDAR DAYS, OR MORE, REQUIRE THE INSTALLATION OFTEMPORARY STREET STRIPING AND REMOVAL OF INTERFERING STRIPING BY SANDBLASTING. THE DETOURING STRIPINGPLAN OR CONSTRUCTION TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE GOVERNING AGENCY FOR REVIEW ANDAPPROVAL.

6. ALL TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE END OF THE WORK TO THESATISFACTION OF THE GOVERNING AGENCY.

7. TRAFFIC CONTROL DEVICES (TCDs) SHALL REMAIN VISIBLE AND OPERATIONAL AT ALL TIMES.

8. ALL PERMANENT TRAFFIC CONTROL DEVICES CALLED FOR HEREON SHALL BE IN PLACE AND IN FINAL POSITION PRIOR TOALLOWING ANY PUBLIC TRAFFIC ONTO THE PORTIONS OF THE ROAD(S) BEING IMPROVED HEREUNDER, REGARDLESS OF THESTATUS OF COMPLETION OF PAVING OR OTHER OFF-SITE IMPROVEMENTS CALLED FOR BY THESE PLANS.

9. THE CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG PERSONS NECESSARYTO INSURE THE SAFETY OF WORKERS AND VISITORS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTAH TRANSIT AUTHORITY (UTA) IF THE CONSTRUCTIONINTERRUPTS OR RELOCATES A BUS STOP OR HAS AN ADVERSE EFFECT ON BUS SERVICE ON THAT STREET TO ARRANGEFOR TEMPORARY RELOCATION OF STOP.

TRAFFIC CONTROL AND SAFETY NOTES

GRADING AND DRAINAGE NOTES1. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE

RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL RELATED ADDENDUMS.

2. THE CONTRACTOR SHALL STRIP AND CLEAR THE TOPSOIL, MAJOR ROOTS AND ORGANIC MATERIAL FROM ALL PROPOSEDBUILDING AND PAVEMENT AREAS PRIOR TO SITE GRADING. (THE TOPSOIL MAY BE STOCKPILED FOR LATER USE INLANDSCAPED AREAS.)

3. THE CONTRACTOR SHALL REMOVE ALL ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIALS PRIOR TO PLACINGGRADING FILL OR BASE COURSE. THE AREA SHOULD BE PROOF-ROLLED TO IDENTIFY ANY SOFT AREAS. WHERE SOFTAREAS ARE ENCOUNTERED, THE CONTRACTOR SHALL REMOVE THE SOIL AND REPLACE WITH COMPACTED FILL.

4. ALL DEBRIS PILES AND BERMS SHOULD BE REMOVED AND HAULED AWAY FROM SITE OR USED AS GENERAL FILL INLANDSCAPED AREAS.

5. THE CONTRACTOR SHALL CONSTRUCT THE BUILDING PAD TO THESE DESIGN PLANS AS PART OF THE SITE GRADINGCONTRACT, AND STRICTLY ADHERE TO THE SITE PREPARATION AND GRADING REQUIREMENTS OUTLINED IN THEGEOTECHNICAL REPORT.

6. THE CONTRACTOR SHALL GRADE THE PROJECT SITE TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND EXISTINGASPHALT, CURB AND GUTTER, AND ADJOINING SITE IMPROVEMENTS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE AND DEBRIS ON ADJACENT STREETS WHEN EQUIPMENT ISTRAVELING THOSE STREETS.

8. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL CONDITIONS AND RECOMMENDATIONS OUTLINED IN THE GEOTECHNICALREPORT AND TAKE ALL NECESSARY PRECAUTIONS AND RECOMMENDED PROCEDURES TO ASSURE SOUND GRADINGPRACTICES.

9. THE CONTRACTOR SHALL TAKE APPROPRIATE GRADING MEASURES TO DIRECT STORM SURFACE RUNOFF TOWARDS CATCHBASINS.

10. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON ON-SITE SURVEY. IT SHALL BETHE CONTRACTORS' FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIESPRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FORDAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.

11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITSOF THIS PROJECT AND THE RELATED OFF-SITE WORK, SO AS TO GENERATE THE DESIRED SUBGRADE, FINISH GRADES, ANDSLOPES SHOWN.

12. THE CONTRACTOR IS WARNED THAT AN EARTHWORK BALANCE WAS NOT NECESSARILY THE INTENT OF THIS PROJECT. ANYADDITIONAL MATERIAL REQUIRED OR LEFTOVER MATERIAL FOLLOWING EARTHWORK OPERATIONS BECOMES THERESPONSIBILITY OF THE CONTRACTOR.

13. THE GRADING CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER TO PROVIDE FOR THE REQUIREMENTS OFTHE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND ASSOCIATED PERMIT. ALL CONTRACTORACTIVITIES 1 ACRE OR MORE IN SIZE ARE REQUIRED TO PROVIDE A STORM WATER POLLUTION PREVENTION PLAN.

14. ALL CUT AND FILL SLOPES SHALL BE PROTECTED UNTIL EFFECTIVE EROSION CONTROL HAS BEEN ESTABLISHED.

15. THE USE OF POTABLE WATER WITHOUT A SPECIAL PERMIT FOR BUILDING OR CONSTRUCTION PURPOSES INCLUDINGCONSOLIDATION OF BACKFILL OR DUST CONTROL IS PROHIBITED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARYPERMITS FOR CONSTRUCTION WATER FROM GOVERNING AGENCY.

16. THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS, AND ALL OTHER PUBLIC RIGHT-OF-WAYS IN A CLEAN, SAFEAND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THEPUBLICLY-OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. ALL ADJACENTPROPERTY, PRIVATE OR PUBLIC, SHALL BE MAINTAINED IN A CLEAN, SAFE, AND USABLE CONDITION.

UTILITY NOTES1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS, CITY AND STATE

REQUIREMENTS AND THE MOST RECENT EDITIONS OF THE FOLLOWING: THE INTERNATIONAL PLUMBING CODE, UTAHDRINKING WATER REGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS. THE CONTRACTOR ISREQUIRED TO ADHERE TO ALL OF THE ABOVE-MENTIONED DOCUMENTS UNLESS OTHERWISE NOTED AND APPROVED BY THEENGINEER.

2. CONTRACTOR SHALL COORDINATE LOCATION OF NEW "DRY UTILITIES" WITH THE APPROPRIATE UTILITY COMPANY,INCLUDING BUT NOT LIMITED TO: TELEPHONE & INTERNET SERVICE, GAS SERVICE, CABLE, AND POWER.

3. EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS BASED ON ON-SITE SURVEY. PRIOR TO COMMENCING ANY WORK, ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN ANDSERVICE LINES. THE CONTRACTOR SHALL NOTIFY BLUE STAKES AT 1-800-662-4111 48 HOURS IN ADVANCE OF PERFORMINGANY EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE BLUE STAKES ORDER NUMBER AND FURNISH ORDERNUMBER TO OWNER AND ENGINEER PRIOR TO ANY EXCAVATION. IT WILL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TODIRECTLY CONTACT ANY OTHER UTILITY COMPANIES THAT ARE NOT MEMBERS OF BLUE STAKES. IT SHALL BE THECONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEMDURING THE PERFORMANCE OF THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL BE PAID FOR BYTHE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITYCOMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE TO THE PROJECT.

4. CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF UNRECORDED UTILITY LINES. EXCAVATIONREQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANYDAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT CONTRACTOR'SEXPENSE.

5. TRENCH BACKFILL MATERIAL AND COMPACTION TESTS ARE TO BE TAKEN PER APWA STANDARD SPECIFICATIONS (CURRENTEDITION), SECTION 02320 - BACKFILLING TRENCHES, OR AS REQUIRED BY THE GEOTECHNICAL REPORT IF NATIVE MATERIALSARE USED. NO NATIVE MATERIALS ARE ALLOWED IN THE PIPE ZONE. THE MAXIMUM LIFT FOR BACKFILLING EXCAVATIONS ISDETERMINED BY THE GEOTECHNICAL RECOMMENDATIONS.

6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING ANDBRACING OF EXCAVATIONS AND TRENCHES AND FOR THE PROTECTION OF WORKERS.

7. THE CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THISINCLUDES, BUT IS NOT LIMITED TO VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCHEXCAVATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THEAPPROPRIATE GOVERNING ENTITY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THEPROJECT LIMITS.

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

9. ALL WATER LINE AND SEWER LINE INSTALLATION AND TESTING TO BE IN ACCORDANCE WITH LOCAL GOVERNING AGENCY'SSTANDARDS AND SPECIFICATIONS.

10. ALL MANHOLES, HYDRANTS, VALVES, CLEANOUT BOXES, CATCH BASINS, METERS, ETC. MUST BE RAISED OR LOWERED TOFINAL GRADE PER APWA (CURRENT EDITION) STANDARDS AND INSPECTOR REQUIREMENTS. CONCRETE COLLARS MUST BECONSTRUCTED ON ALL MANHOLES, CLEANOUT BOXES, CATCH BASINS, AND VALVES PER APWA STANDARDS. ALL MANHOLE,CATCH BASIN, OR CLEANOUT BOX CONNECTIONS MUST BE MADE WITH THE PIPE CUT FLUSH WITH THE INSIDE OF THE BOXAND GROUTED OR SEALED.

11. CONTRACTOR SHALL NOT ALLOW ANY GROUNDWATER OR DEBRIS TO ENTER THE NEW OR EXISTING PIPE DURINGCONSTRUCTION.

12. SILT AND DEBRIS ARE TO BE CLEANED OUT OF ALL STORM DRAIN BOXES. CATCH BASINS ARE TO BE MAINTAINED IN ACLEANED CONDITION AS NEEDED UNTIL AFTER THE FINAL BOND RELEASE INSPECTION.

13. CONTRACTOR SHALL CLEAN ASPHALT, TAR OR OTHER ADHESIVES OFF OF ALL MANHOLE LIDS AND INLET GRATES TO ALLOWACCESS.

14. EACH TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CAN BE LAID TO THE ALIGNMENT AND GRADE AS REQUIRED. THETRENCH WALL SHALL BE SO BRACED THAT THE WORKMEN MAY WORK SAFELY AND EFFICIENTLY. ALL TRENCHES SHALL BEDRAINED SO THE PIPE LAYING MAY TAKE PLACE IN DEWATERED CONDITIONS.

15. CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE MEANS AND DEVICES WITH WHICH TO REMOVEPROMPTLY AND TO PROPERLY DISPOSE OF ALL WATER ENTERING THE TRENCH EXCAVATION.

16. ALL SEWER LINES AND SEWER SERVICES SHALL HAVE A MINIMUM SEPARATION OF 10 FEET, EDGE TO EDGE, FROM THEWATER LINES. IF A 10 FOOT SEPARATION CAN NOT BE MAINTAINED, CONSTRUCT PER GOVERNING AGENCY'S MINIMUMSEPARATION STANDARDS.

17. CONTRACTOR SHALL INSTALL THRUST BLOCKING AT ALL WATERLINE ANGLE POINTS AND TEES.

18. ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO INSTALLATION OF CURB, GUTTER, SIDEWALK AND STREETPAVING.

19. CONTRACTOR SHALL INSTALL MAGNETIC LOCATING TAPE CONTINUOUSLY OVER ALL NONMETALLIC PIPE.

GENERAL NOTES

DEMOLITION NOTES

APWA AMERICAN PUBLIC WORKS ASSOCIATIONAR ACCESSIBLE ROUTEASTM AMERICAN SOCIETY FOR TESTING AND MATERIALSAWWA AMERICAN WATER WORKS ASSOCIATIONBOS BOTTOM OF STEPBVC BEGIN VERTICAL CURVEC CURVECB CATCH BASINCF CURB FACE OR CUBIC FEETCL CENTER LINECO CLEAN OUTCOMM COMMUNICATIONCONC CONCRETECONT CONTINUOUSDIA DIAMETERDIP DUCTILE IRON PIPEELEC ELECTRICALELEV ELEVATIONEOA EDGE OF ASPHALT EVC END OF VERTICAL CURVEEW EACH WAYEXIST EXISTINGFF FINISH FLOORFG FINISH GRADEFH FIRE HYDRANTFL FLOW LINE OR FLANGEGB GRADE BREAKGF GARAGE FLOORGV GATE VALVEHC HANDICAPHP HIGH POINTIRR IRRIGATIONK RATE OF VERTICAL CURVATURELD LAND DRAINLF LINEAR FEETLP LOW POINTMEX MATCH EXISTINGMH MANHOLEMJ MECHANICAL JOINTNG NATURAL GROUNDNIC NOT IN CONTRACTNO NUMBEROC ON CENTEROCEW ON CENTER EACH WAYOHP OVERHEAD POWERPC POINT OF CURVATURE OR PRESSURE CLASSPCC POINT OF COMPOUND CURVATUREPI POINT OF INTERSECTIONPIV POST INDICATOR VALVEPL PROPERTY LINEPRC POINT OF REVERSE CURVATUREPRO PROPOSEDPT POINT OF TANGENCYPVC POINT OF VERTICAL CURVATUREPVI POINT OF VERTICAL INTERSECTIONPVT POINT OF VERTICAL TANGENCYR RADIUSRD ROOF DRAINROW RIGHT OF WAYS SLOPESAN SWR SANITARY SEWERSD STORM DRAINSEC SECONDARYSS SANITARY SEWERSTA STATIONSW SECONDARY WATER LINETBC TOP BACK OF CURBTOG TOP OF GRATETOA TOP OF ASPHALTTOC TOP OF CONCRETETOF TOP OF FOUNDATIONTOW TOP OF WALLTOS TOP OF STEPTYP TYPICALVC VERTICAL CURVEWIV WALL INDICATOR VALVEW WATER LINE

CO

CO

GV

E

TR

G

IRR

W

T

E

SECTION CORNER

EXISTING MONUMENT

PROPOSED MONUMENT

EXISTING REBAR AND CAP

SET ENSIGN REBAR AND CAP

EXISTING WATER METER

PROPOSED WATER METER

EXISTING WATER MANHOLE

PROPOSED WATER MANHOLE

EXISTING WATER BOX

EXISTING WATER VALVE

PROPOSED WATER VALVE

EXISTING FIRE HYDRANT

PROPOSED FIRE HYDRANT

PROPOSED FIRE DEPARTMENT CONNECTION

EXISTING SECONDARY WATER VALVE

PROPOSED SECONDARY WATER VALVE

EXISTING IRRIGATION BOX

EXISTING IRRIGATION VALVE

PROPOSED IRRIGATION VALVE

EXISTING SANITARY SEWER MANHOLE

PROPOSED SANITARY SEWER MANHOLE

EXISTING SANITARY CLEAN OUT

EXISTING STORM DRAIN CLEAN OUT BOX

PROPOSED STORM DRAIN CLEAN OUT BOX

EXISTING STORM DRAIN INLET BOX

EXISTING STORM DRAIN CATCH BASIN

PROPOSED STORM DRAIN CATCH BASIN

EXISTING STORM DRAIN COMBO BOX

PROPOSED STORM DRAIN COMBO BOX

EXISTING STORM DRAIN CLEAN OUT

EXISTING STORM DRAIN CULVERT

PROPOSED STORM DRAIN CULVERT

TEMPORARY SAG INLET PROTECTION

TEMPORARY IN-LINE INLET PROTECTION

ROOF DRAIN

EXISTING ELECTRICAL MANHOLE

EXISTING ELECTRICAL BOX

EXISTING TRANSFORMER

EXISTING UTILITY POLE

EXISTING LIGHT

PROPOSED LIGHT

EXISTING GAS METER

EXISTING GAS MANHOLE

EXISTING GAS VALVE

EXISTING TELEPHONE MANHOLE

EXISTING TELEPHONE BOX

EXISTING TRAFFIC SIGNAL BOX

EXISTING CABLE BOX

EXISTING BOLLARD

PROPOSED BOLLARD

EXISTING SIGN

PROPOSED SIGN

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

EXISTING FLOW DIRECTION

EXISTING TREE

DENSE VEGETATION

EXISTING EDGE OF ASPHALT

PROPOSED EDGE OF ASPHALT

EXISTING STRIPING

PROPOSED STRIPING

EXISTING FENCE

PROPOSED FENCE

EXISTING FLOW LINE

PROPOSED FLOW LINE

GRADE BREAK

EXISTING STORM DRAIN LINE

PROPOSED STORM DRAIN LINE

ROOF DRAIN LINE

CATCHMENTS

HIGHWATER LINE

EXISTING SANITARY SEWER

PROPOSED SANITARY SEWER LINE

PROPOSED SAN. SWR. SERVICE LINE

EXISTING LAND DRAIN LINE

PROPOSED LAND DRAIN LINE

PROPOSED LAND DRAIN SERVICE LINE

EXISTING CULINARY WATER LINE

PROPOSED CULINARY WATER LINE

PROPOSED CULINARY WATER SERVICE LINE

EXISTING SECONDARY WATER LINE

PROPOSED SECONDARY WATER LINE

PROPOSED SEC. WATER SERVICE LINE

EXISTING IRRIGATION LINE

PROPOSED IRRIGATION LINE

EXISTING OVERHEAD POWER LINE

EXISTING ELECTRICAL LINE

EXISTING GAS LINE

EXISTING TELEPHONE LINE

ACCESSIBLE ROUTE

SAW CUT LINE

STRAW WATTLE

TEMPORARY BERM

TEMPORARY SILT FENCE

LIMITS OF DISTURBANCE

EXISTING WALL

PROPOSED WALL

EXISTING CONTOURS

PROPOSED CONTOURS

BUILDABLE AREA WITHIN SETBACKS

PUBLIC DRAINAGE EASEMENT

EXISTING ASPHALT TO BE REMOVED

PROPOSED ASPHALT

EXISTING CURB AND GUTTER

PROPOSED CURB AND GUTTER

PROPOSED REVERSE PAN CURB AND GUTTER

TRANSITION TO REVERSE PAN CURB

CONCRETE TO BE REMOVED

EXISTING CONCRETE

PROPOSED CONCRETE

BUILDING TO BE REMOVED

EXISTING BUILDING

PROPOSED BUILDING

WV

S

D

x

X

IRR

swv

WM

WM

W

H Y D

H Y DD

D

D

S

IRR

swv

WV

W

sd

SD

XXXX.XXTBC

XXXX.XXTBC

ss

sw

SS

SW

W

IRR

irr

w

SS

W W

SW

ld

LD

LOD

SF

LEGEND

TRAFFIC

e

g

t

HWL

FR

CABLE

ohp

LD

NOTE: MAY CONTAIN SYMBOLS THAT ARE NOT USED IN THIS PLAN SET.

RD

D

AR

C001

CIVIL GENERAL NOTES05/18/2020

2019.073.00

UNIVERSITY OF UTAH

U OF U BLDG 73

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:



GSBSARCHITECTS


801.521.8600801.521.7913

PF


CONSTRUCTIONDOCUMENTS

REV

CALL BLUESTAKES@ 811 AT LEAST 48 HOURSPRIOR TO THECOMMENCEMENT OF ANYCONSTRUCTION.Know what's

below.before you dig.Call

R

BENCHMARKNORTHWEST QUARTER OF SECTION 4,TOWNSHIP 1 SOUTH, RANGE 1 EASTSALT LAKE BASE AND MERIDIAN

ELEV = 4615.86'

SALT LAKE CITY

45 W. 10000 S., Suite 500Sandy, UT 84070Phone: 801.255.0529

LAYTON

Phone: 801.547.1100

TOOELE

Phone: 435.843.3590CEDAR CITY

Phone: 435.865.1453RICHFIELD

Phone: 435.896.2983

WWW.ENSIGNENG.COM

E N S I G N

THE STANDARD IN ENGINEERING

No.4994371

Brandon J. Page

IL

TTA E FO

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1. ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.

2. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONSBASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONSMAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY ORCOMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TODETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THEFIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'SFAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION INTHEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THECONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR ISRESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TOREMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEERPRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.

3. ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOTTHEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.

4. ALL CONSTRUCTION SIGNAGE, BARRICADES, TRAFFIC CONTROL DEVICES, ETC. SHALL CONFORM TO THELATEST EDITION OF THE M.U.T.C.D. THE CONTRACTOR WILL MAINTAIN SUCH SO THAT THEY ARE PROPERLYPLACED AND VISIBLE AT ALL TIMES.

5. SIDEWALKS AND CURBS DESIGNATED TO BE DEMOLISHED SHALL BE DEMOLISHED TO THE NEARESTEXPANSION JOINT, MATCHING THESE PLANS AS CLOSELY AS POSSIBLE.

6. THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.UNLESS OTHERWISE NOTED ON THESE PLANS.

GENERAL NOTES

1

2

3

4

5

7

SAWCUT, REMOVE, AND PROPERLY DISPOSE OF EXISTING CONCRETE SIDEWALK, STAIRWAY, AND MOWCURB.

REMOVE AND PROPERLY DISPOSE OF EXISTING STORM DRAIN CATCH BASIN.

REMOVE AND PROPERLY DISPOSE OF EXISTING STORM DRAIN PIPE.

REMOVE AND PROPERLY DISPOSE OF EXISTING WALL.

REMOVE EXISTING LANDSCAPING IN THIS AREA. SEE ARCHITECTURAL PLANS FOR ADDITIONALINFORMATION.

REMOVE EXISTING IRRIGATION LINE. SEE SHEET C400 FOR FURTHER INFORMATION ON IRRIGATION LINEREROUTE.

LIMIT OF DISTURBANCE.

PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, SIGNS, ETC. (TYPICAL UNLESSOTHERWISE NOTED).

EXISTING GAS LINE ASSUMED TO BE INACTIVE. COORDINATE WITH OWNER ABOUT FUTURE NEED OFEXISTING LINE.

EXISTING IRRIGATION BOX. SEE ARCHITECTURAL/LANDSCAPE PLANS FOR FURTHER INFORMATION.

BID ALTERNATE. SEE ARCHITECTURAL PLANS FOR FURTHER INFORMATION.

6

8

9

10

11

SCOPE OF WORK:PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THEDETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:

SDSDSD SD SD SD

WWWWWWWWW

WWWWW

WW

WW

WW

W

EXIS

TING

BUIL

DING

EXIS

TING

BUIL

DING

EEE

E

EEEEEEEEEEEEEEEEE

EE

EE

EE

EE

E

E

E

E

E

EE

E

E

EEEE

EE

E

E

E

E

EEEEEEEEEEEEEEEEE

EEEE

GG

GG

GG

G

EEEEEEEEEEEEE

W

W

W

W

W

W

W

W

W

W

WWWWWWWWW

WW

WW

WWWWWWWWW

WW

WW

W

W

IRR IRR IRRIRR IRR

irrirr

irrirr

IRR

IRR

IRR

IRR

IRR

IRR

IRR

IRR

IRR

IRR

IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR

IRR IRR IRR

IRR

IRR

IRR

IRR

T

T

T

T

T

T

T

SDSDSDSD

SDSD

SD

SDSD

SDSD

sdsd

sdsd

sdsd

SDSD

SD

SD

SD

SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD

sdsd

sd

sd

sd

sdsd

IRRIRR

IRRIRR

IRR

CO

WV

WV

IRR

WV

CO

IRR

E

11

1

1

3

2

4

4

5

5

5

5

555

5

8

8

8WALL

LOD LODLOD LOD

LOD

LOD

LOD

LOD

LOD LOD

LOD

LOD LOD LOD LOD

LODLOD

LODLODLODLOD

LODLOD

LODLOD

LODLOD

LODLOD

LOD LOD LOD

LOD

LOD LOD LOD LOD LOD LOD

LODLOD

LOD

LODLODLODLODLODLODLODLODLODLODLOD

LODLODLO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

7

7

7

8

LIGHT POLE

LIGHT POLE

TREE

8

BEGIN

5

5

8TREE

6

4

4

6

6END

118

HANDRAIL &SIDEWALK

8

ELECTRICALBOX

TREE

8 SIDEWALK

88RETAINING WALL

3BEGIN

3

3END

8MOWCURB

8MOWCURB

8MOWCURB

8 SIDEWALK

8SIDEWALK

8SIDEWALK

9

10

10

17

7

1

8

8

8

8

8 8

88

8

8

111

8

888

C100

DEMOLITION PLAN05/18/2020

2019.073.00

UNIVERSITY OF UTAH

U OF U BLDG 73

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:



GSBSARCHITECTS


801.521.8600801.521.7913

PF



REV

CALL BLUESTAKES@ 811 AT LEAST 48 HOURSPRIOR TO THECOMMENCEMENT OF ANYCONSTRUCTION.Know what's below.before you dig.Call

R


ELEV = 4615.86'

SALT LAKE CITY


LAYTON

Phone: 801.547.1100

TOOELE



Phone: 435.896.2983

WWW.ENSIGNENG.COM

E N S I G N


No.4994371

Brandon J. Page

IL

TTA E FO

SED

ENCS

FPOR

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ALNO

HORIZONTAL GRAPHIC SCALE0

( IN FEET )HORZ: 1 inch = ft.10

10 5 10 20


2. ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.

3. SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNSTHROUGHOUT SITE.

4. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES).

5. ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOTTHEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.

6. NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.


GENERAL NOTES

1

2

3

4

5

6

4” THICK CONCRETE SIDEWALK PER APWA STANDARD PLAN NO. 231.

STAIRS IN SIDEWALK. SEE GRADING PLAN FOR ELEVATION INFORMATION. SEE ARCHITECTURAL PLANS FORHANDRAIL INFORMATION.

PEDESTRIAN RAMP: 6" THICK CONCRETE WITH 6" UNTREATED BASE COURSE WITH #4 EPOXY-COATED REBAR@ 24" O.C.E.W.. SEE GRADING AND DRAINAGE PLAN FOR ELEVATION INFORMATION.

RETAINING WALL. REFER TO GRADING PLAN FOR ELEVATION INFORMATION. SEE RETAINING WALL DESIGNSHEETS S000 AND S100 FOR WALL SCHEDULE AND DETAILS.

LANDSCAPE/ARCHITECTURAL ELEMENT. SEE ARCHITECTURAL SITE PLAN SHEETS FOR DESIGN.

BID ALTERNATE. SEE ARCHITECTURAL PLANS FOR FURTHER INFORMATION.


EXIS

TING

BUIL

DING

EXIS

TING

BUIL

DING

T

T

T

T

T

T

T

LOD LODLOD LOD

LOD

LOD

LOD

LOD

LOD LOD

LOD

LOD LOD LOD LOD

LODLOD

LODLODLODLOD

LODLOD

LODLOD

LODLOD

LODLOD

LOD LOD LOD

LOD


LODLOD

LOD


LODLODLO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

1

1

1

43 3

3

4

4

5

5

5

1

1

4

2

2

1

5

1

1

5

11

1

5

1

5

3

56

6

4

C200

SITE PLAN05/18/2020

2019.073.00

UNIVERSITY OF UTAH

U OF U BLDG 73

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:



GSBSARCHITECTS


801.521.8600801.521.7913

PF



REV


R


ELEV = 4615.86'

SALT LAKE CITY


LAYTON

Phone: 801.547.1100

TOOELE



Phone: 435.896.2983

WWW.ENSIGNENG.COM

E N S I G N


No.4994371

Brandon J. Page

IL

TTA E FO

SED

ENCS

FPOR

ISE S

E

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ALNO



10 5 10 20

SDSDSD SD SD SD

EXIS

TING

BUIL

DING

EXIS

TING

BUIL

DING

T

T

T

T

T

T

T

SDSDSDSD

SDSD

SD

SDSD

SDSD

SDSD

SD

SD

SD

SD


LOD LODLOD LOD

LOD

LOD

LOD

LOD

LOD LOD

LOD

LOD LOD LOD LOD

LODLOD

LODLODLODLOD

LODLOD

LODLOD

LODLOD

LODLOD

LOD LOD LOD

LOD


LODLOD

LOD


LODLODLO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

4620

4625

4630

46214

622

4623

4624

4626

4627

4628

4629

4625 4622

4623

4624

4626

4627

SDSD

SDSD

SD

SD

INSTALL 12"X12" YD #101TOG=4620.00FL(OUT-NW)=4618.50

INSTALL 12"X12" YD #103TOG=4622.08

FL(IN-E)=4619.10FL(OUT-W)=4619.10

FL(IN-SE)=4619.10

INSTALL 12"X12" YD #100TOG=4627.64

FL(IN-E)=4624.54FL(OUT-W)=4620.15

EXIST. SDCB SQR #EX1RIM=4631.42

FL(OUT-W)=4627.37

INSTALL 6" SDR-35 PVC-SD74.20 L.F. @ 1.41% SLOPE


4627

4623

4622

4622

8.0%

8.0%

1.8%

7.9% 1.8% 8.0%

4.7%

2.4%

2.6%

1

1

2

2

2

3

3

2.7%

EXISTING STORM DRAIN APPEARS TODAYLIGHT TO EXISTING CURB FACE #EX2

2.6%

0.6% 1

.8%

1.5%

4.5%

4625

4621

46224623

4624

TOC32.

50

20.26

TOC

TOC31.60

TOC26.11

TOC28.04

TOC28.13

TOC30.02TOC

29.99TOC

30.20

31.43TOC

TOS30.02

TOC30.00

TOC29.88

TOC27.99

TOC27.89

TOC26.01

TOC26.00

TOC26.10

TOC23.96

TOC24.05

TOC23.87

TOC23.96

21.88TOC

TOC21.

91

20.03

TOC

TOC21.28

TOC21.37

TOC19.33

TOC19.26

TOC19.87

21.89TOC

21.70TOCTOC19.87

TOC21.67

TOC21.59 BOS

21.60

TOC21.20

TOC21.50

TOC30.52

TOC30.31

TOC30.10

TOC30.02

TOC26.15

TOC20.10

TOC19.99

TOC19.99

TOC32.

38

33.34TOCTOC32.62

TOC32.93

33.34TOCTOC

32.91

TOC32.86

TOC32.84

TOC32.93

TOC32.56

TOS32.93

BOS26.11

TOC30.34

18.44TOC18.34TOC

TOC18.64

TOC18.85

TOC18.70

19.81

TOC

19.77

TOC

TOC21.70

TOC21.84

TOC21.80

TOC21.84

TOC21.87

TOC21.71

TOC21.68

TOC21.64

TOC21.49

TOC21.47

TOC21.86 TOC

21.58

TOW30.61

TOW30.61

TOW30.61

TOW33.43

TOW33.43

TOW26.58

TOW29.45

TOW29.45

TOW30.50

TOW22.08

BOW22.70

BOW22.90

BOW26.33

TOW22.08

TOW30.52

INSTALL 2'X2' SDCBW/ SUMP #102TOG=4620.18FL(IN-SE)=4618.26FL(OUT-NW)=4619.16

4


1

TOC18.49

4625

4630

4621

4622

4623462

4

4626

4627

4628

4629

4631

4621

4619

TOW23.29

TOW24.79

TOW26.29

FG25.05

FG-TOW26.29

FG-TOW26.29

FG-TOW24.79

FG-TOC21.28

TOW30.74

FG28.56

FG28.68

TOW31.52

TOW30.45

TOC30.45

4626462646274628

FG-TOW26.29

FG-TOW26.29

FG-TOW24.79

TOC32.97

4.6%

TOC20.10


2. ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.

3. ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLYINCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENTOF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALSAND PLACEMENT OF ACCEPTABLE FILL MATERIAL.

4. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.

5. ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ONTHESE PLANS.

6. LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHEDGRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FORADDITIONAL INFORMATION.

7. SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER ORSTORM DRAIN INLETS.


9. ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA STANDARD PLANSAND SPECIFICATIONS.

10. ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.

11. ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEEPLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO HAVEMINIMUM 1% SLOPE.

12. THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNINGAGENCY'S STANDARDS AND SPECIFICATIONS.

13. NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,OR STORM DRAIN STRUCTURES OR PIPES.


GENERAL NOTES

1

3

4

ADS HP-STORM DRAIN PIPE OR APPROVED EQUAL. INSTALLATION AND BACKFILL PER GOVERNING AGENCY'SSTANDARDS. LENGTH AND SLOPE PER PLAN.

YARD DRAIN (YD). PRECAST 2' X 2' BOX OR ADS NYLOPLAST DRAIN BASIN PER MANUFACTURERRECOMMENDATIONS WITH 12" SQ. OR ROUND PEDESTRIAN SAFE CAST IRON GRATE. CONTRACTOR TOPROVIDE SHOP DRAWING SUBMITTAL FOR ENGINEER'S APPROVAL.

CONTRACTOR TO FIELD LOCATE EXACT DEPTH OF EXISTING STORM DRAIN PIPE. NOTIFY ENGINEER PRIORTO INSTALLATION.

2'x2' SDCB WITH SUMP PER DETAIL 1/C600.


2

C300

GRADING ANDDRAINAGE PLAN

05/18/2020

2019.073.00

UNIVERSITY OF UTAH

U OF U BLDG 73

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:



GSBSARCHITECTS


801.521.8600801.521.7913

PF



REV


R


ELEV = 4615.86'

SALT LAKE CITY


LAYTON

Phone: 801.547.1100

TOOELE



Phone: 435.896.2983

WWW.ENSIGNENG.COM

E N S I G N


No.4994371

Brandon J. Page

IL

TTA E FO

SED

ENCS

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10 5 10 20



3. ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY STANDARD PLANS ANDSPECIFICATIONS.

4. ALL WATER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA STANDARD PLANS ANDSPECIFICATIONS.

6. DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'SSTANDARDS AND SPECIFICATIONS.

7. PROJECT SHALL COMPLY WITH ALL UTAH DIVISION OF DRINKING WATER RULES AND REGULATIONS INCLUDING,BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION.

8. THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.

9. NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURESOR PIPES.

10. THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNINGAGENCY'S STANDARDS AND SPECIFICATIONS.


GENERAL NOTES

1

2

REROUTE EXISTING IRRIGATION LINE PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.

90° BEND W/ THRUST BLOCK PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.


WWWWWWW

WW

W

EXIS

TING

BUIL

DING

EXIS

TING

BUIL

DING

EE

EEEEEEEEE

EE

EE

E

E

EE

EE

E

E

E

EEEEEEEEEEE

GG

G

EEEEEE

W

W

W

W

WWWW

WW

WWWW

WW

W

IRR IRR

IRR

IRR

IRR

IRR

IRR

IRRIRRIRRIRRIRRIRRIRR

IRRIR

RIRR

T

T

T

T

IRRIRR

IRRIRR

IRR

CO

WV

WV

IRR

WV

CO

IRR

E

LOD LODLO

DLO

D

LOD

LOD LOD

LOD

LODLOD

LODLOD

LODLOD

LOD LOD

LOD LOD LOD

LOD

LODLODLODLODLODLOD

LODLOD

LOD

LOD

LOD

LOD

IRR

IRR

1

1

2

2

2

2

1

C400

UTILITY PLAN05/18/2020

2019.073.00

UNIVERSITY OF UTAH

U OF U BLDG 73

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:



GSBSARCHITECTS


801.521.8600801.521.7913

PF



REV



R


ELEV = 4615.86'

SALT LAKE CITY


LAYTON

Phone: 801.547.1100

TOOELE



Phone: 435.896.2983

WWW.ENSIGNENG.COM

E N S I G N


No.4994371

Brandon J. Page

IL

TTA E FO

S

EDENCS

FPOR

ISE S

E

ATU

H

RNE

NI EG

ALNO



10 5 10 20

1. THIS PLAN IS DESIGNED AS A FIRST APPRAISAL OF NECESSARY MEANS TO PROTECT THE WATERS OF THESTATE FROM POTENTIAL POLLUTION. IT IS THE RESPONSIBILITY OF THE OWNER/OPERATOR TO ADDWARRANTED BEST MANAGEMENT PRACTICES (BMP'S) AS NECESSARY, MODIFY THOSE SHOWN ASAPPROPRIATE, AND DELETE FROM THE PROJECT THOSE FOUND TO BE UNNECESSARY. FEDERAL AND STATELAW ALLOWS THESE UPDATES TO BE MADE BY THE OWNER/OPERATOR ONSITE AND RECORDED BY THEOWNER/OPERATOR ON THE COPY OF THE SWPPP KEPT ONSITE.

2. DISTURBED LAND SHALL BE KEPT TO A MINIMUM. STABILIZATION MEASURES SHALL BE INITIATED AS SOON ASPRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY ORPERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THATPORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. HOWEVER, WHERE CONSTRUCTIONACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BERESUMED WITHIN 21 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THATPORTION OF THE SITE.

3. RESEED DISTURBED LAND WITH NATIVE GRASS MIXTURE WITHIN 14 CALENDAR DAYS OF ACHIEVEMENT OFFINISH GRADE TO STABILIZE SOILS IF LAND IS NOT TO BE RE-WORKED WITHIN 14 CALENDAR DAYS OF THECESSATION OF CONSTRUCTION ACTIVITIES AT THAT LOCATION.

4. DETAILS SHOWN ARE TO BE EMPLOYED TO PROTECT RUNOFF AS APPROPRIATE DURING CONSTRUCTION.NOT ALL DETAILS ARE NECESSARY AT ALL PHASES OF THE PROJECT. IT SHALL BE THE RESPONSIBILITY OFTHE OWNER/OPERATOR TO USE APPROPRIATE BEST MANAGEMENT PRACTICES AT THE APPROPRIATE PHASEOF CONSTRUCTION. SEE SWPPP FOR BMP IMPLEMENTATION SCHEDULE.

5. VARIOUS BEST MANAGEMENT PRACTICES HAVE BEEN SHOWN ON THE PLANS AT SUGGESTED LOCATIONS.THE CONTRACTOR MAY MOVE AND RECONFIGURE THESE BMP'S TO OTHER LOCATIONS IF PREFERRED,PROVIDED THE INTENT OF THE DESIGN IS PRESERVED.

6. NOT ALL POSSIBLE BMP'S HAVE BEEN SHOWN. THE CONTRACTOR IS RESPONSIBLE TO APPLY CORRECTMEASURES TO PREVENT THE POLLUTION OF STORM WATER PER PROJECT SWPPP.

7. A UPDES (UTAH POLLUTANT DISCHARGE ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR ALL CONSTRUCTIONACTIVITIES 1 ACRE OR MORE.

GENERAL NOTES

1

2

3

4

5

6

INLET PROTECTION PER DETAIL 2/C600.

SILT FENCE PER DETAIL 3/C600.

PORTABLE TOILET PER DETAIL 4/C600.

VEHICLE WASHDOWN AND STABILIZED CONSTRUCTION ENTRANCE PER DETAIL 5/C600.

SUGGESTED TEMPORARY CONSTRUCTION SITE PARKING, STAGING, DUMPSTER, AND MATERIAL STORAGEAREA.

SUGGESTED STOCKPILE AREA.


SDSDSD SD SD SD

EXIS

TING

BUIL

DING

EXIS

TING

BUIL

DING

GG

GG

GG

G

T

T

T

T

T

T

T

SDSDSDSD

SDSD

SD

SD

SD

SD


CO

CO

LOD LODLOD LOD

LOD

LOD

LOD

LOD

LOD LOD

LOD

LOD LOD LOD LOD

LODLOD

LODLODLODLOD

LODLOD

LODLOD

LODLOD

LODLOD

LOD LOD LOD

LOD


LODLOD

LOD


LODLODLO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

sdsd

sdSD

SDSD

SDSD

sdsd

sdsd

SD

4625

4625

46304630

4622

4622

4623

4623

4624

4624

4626

46264627

4627

4628

4628

4629

4629

4631

4630

462746284629

46314632

SFSFSFSFSFSFSFSFSFSFSF

SFSFSF

SF

SF

SFSF

SFSF

SFSF

SF

1

1

1

1

2

2

2

2

3 5 6

4

1

C500

EROSION CONTROLPLAN

05/18/2020

2019.073.00

UNIVERSITY OF UTAH

U OF U BLDG 73

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:



GSBSARCHITECTS


801.521.8600801.521.7913

PF



REV



R


ELEV = 4615.86'

SALT LAKE CITY


LAYTON

Phone: 801.547.1100

TOOELE



Phone: 435.896.2983

WWW.ENSIGNENG.COM

E N S I G N


No.4994371

Brandon J. Page

IL

TTA E FO

SED

ENCS

FPOR

ISE S

E

ATU

H

RNE

NI EG

ALNO



10 5 10 20

REVISION SCHEDULE

NUMBER DATE AUTHOR COMPANY REPRESENTATIVESIGNATURE

1

2

3

4

5

6

7

8

9

10

11

12

SCALE:7 NONEPORTABLE TOILET

GRAVEL PAD

FLOWSID

EWALK

FLOW

SECURE AGAINST WIND

CONTAINMENT EARTH BERM

SCALE:8 NONESTABILIZED CONSTRUCTION ENTRANCE

SWALE

TO SE

DIMEN

TATION

BASIN

50.0' M

IN.

WASH DOWN PAD

15.0' MIN.

3"-6" ROCK, 9" THICK1/2"-3/4" FILTER LAYER

FILTER FABRIC BELOW GRAVEL

1. PLACE SIGN ADJACENT TO ENTRANCE " CONSTRUCTION TRAFFIC ONLY - ALLCONSTRUCTION TRAFFIC SHALL ENTER AND EXIT SITE AT THIS LOCATION"

NOTE:

SCALE:5 NONESAG INLET PROTECTION

SILT FENCE REQUIREDBEHIND CURB AT BOX

UNTIL LAND BEHINDCURB IS STABILIZED

NOTES:

1. PLACE WATTLES OR GRAVEL BAGS TIGHTAGAINST CURB TO PREVENT SEDIMENT-LADENWATER FROM GETTING BETWEEN CURB ANDWATTLE/BAG.

2. PLACE WATTLES OR GRAVEL BAGS SUCH THATFLOW DOES NOT OVERTOP CURB OR ROADCENTERLINE.

3. INSPECT INLET PROTECTION AFTER EVERYLARGE STORM EVENT AND AT LEAST BI-WEEKLY,OR PER SWPPP REQUIREMENTS, WHICHEVER ISMORE STRINGENT, TO ENSURE THAT SEDIMENTCONTROL IS MEETING ITS DESIGN INTENT.MAINTAIN AND/OR REPLACE AS NEEDED.

4. REMOVE SEDIMENT ACCUMULATED WHEN ITREACHES 50% OF GRAVEL BAG OR WATTLEHEIGHT.

5. CONTRACTOR MAY SUBMIT AN ALTERNATIVEMETHOD OF INLET PROTECTION. THEALTERNATIVE METHOD SHALL BE APPROVED BYTHE CITY INSPECTOR AND THE ENGINEER OFRECORD.

6. BEFORE PLACEMENT OF CURB, STABILIZATIONOF LAND BEHIND CURB, AND/OR PAVING,MAINTAIN TOP OF INLET AT 6" ABOVE GRADE,AND SURROUND WITH SILT FENCE FORSEDIMENTATION AROUND BOX. MAINTAIN SILTFENCE BEHIND BOX UNTIL LAND BEHIND CURBIS STABILIZED.

SANDBAG OPTION

WATTLE OPTION

FLOW

FLOW

FLOW

FLOW

SILT FENCE REQUIRED BEHINDCURB AT BOX UNTIL LAND

BEHIND CURB IS STABILIZED

EARTH SAVER SEDIMENTSAVER OR EQUAL, FILLED WITH1/2 CF 3/4" GRAVEL, ZIPPER SIDEFACING AWAY FROM INLET

8" DIA. EARTH SAVERWEIGHTED WATTLEOR EQUAL

FLOW

FLOW

FLOWFLOW

FILTER FABRICWRAPPED

COMPLETELYAROUND GATE

SCALE:6 NONETEMPORARY SILT FENCE

RUNOFF 1

2 MAX

RUNOFF DIRECTION

2'-0"

6"

12" M

IN.

SIDEWALK IF ANY

CURB ANDGUTTER IF ANY

UNDISTURBEDGROUND

WOODEN OR STEEL FENCEPOSTS @ 10.0' O.C. MAX. MIRAFI FILTER FABRIC

GRANULAR BACKFILL,SEE NOTE 3

APPROX. 6"x6"TRENCH

EMBED FABRICBELOW BACKFILL

1. EXCAVATE 6"x6" TRENCH ALONGLIMITS OF DISTURBANCE AS SHOWNON CONSTRUCTION DRAWINGS.

2. POSTS SHALL BE POSITIONED ONDOWNSTREAM SIDE OF FENCE.

3. LAY TOE-IN FABRIC FLAP IN BOTTOMOF TRENCH. BACKFILL TRENCH WITHFREE DRAINING GRANULARMATERIAL. COMPACT TRENCH TOSATISFACTION OF THE ENGINEER OFRECORD.

4. SILT FENCE GEOTEXTILE SHALLMEET AASHTO M288-92REQUIREMENTS.

5. REMOVE & DISPOSE OF SEDIMENTWHEN ACCUMULATION IS 50% OFEXPOSED FENCE HEIGHT.

6. 10' MAX. SPACING BETWEEN STAKES.7. SILT FENCES SHALL BE INSTALLED

ALONG CONTOURS, NOT UP ANDDOWN SLOPES, WITH 10' OVERLAPAT BREAKS.

NOTES:

SCALE:1 NONE2x2 SDCB WITH SUMP

3'-6"

DRAI

N RO

CK

1'-0"

BACK

FILL

2'-0 1

/4"TH

IS P

ORTI

ON T

O BE

PERF

ORAT

ED W

ITH

1 1/2"

DIA.

HOL

ES 12

" O.C

.

2'-0"1'-0"

15" GRATE PRECAST PERFORATED 2'x2' YARDDRAIN WITH GRATE

WRAP IN MIRAFI 140N GEOTEXTILE FABRIC,OVERLAPPING FABRIC BY 2 FEET

NOMINAL 3/4" - 2" CLEAN, CRUSHED, ANGULAR STONE(AASHTO M43 #3 THROUGH #57 STONE SIZES ALLOWED)

1'-0"

SD PIPEPER PLAN

SD PIPEPER PLAN

C600

CIVIL DETAILS05/18/2020

2019.073.00

UNIVERSITY OF UTAH

U OF U BLDG 73

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:



GSBSARCHITECTS


801.521.8600801.521.7913

PF



REV


R


ELEV = 4615.86'

SALT LAKE CITY


LAYTON

Phone: 801.547.1100

TOOELE



Phone: 435.896.2983

WWW.ENSIGNENG.COM

E N S I G N


No.4994371

Brandon J. Page

IL

TTA E FO

S

EDENCS

FP OR

ISE S

E

ATU

H

RNE

NI EG

ALNO

DESIGN CRITERIA

1. GOVERNING BUILDING CODE: 2018 IBC

2. SEISMIC LOADING:A. SS = 1.357gB. S1 = 0.503gC. SDS = 1.086gD. SD1 = 0.603gE. SEISMIC DESIGN CATEGORY = DF. SITE CLASS = D (Default)

3. WIND LOADING:A. BASIC WIND SPEED, V = 105 MPH - 3 SEC GUSTB. ASD WIND SPEED, VASD = 82 MPH - 3 SEC GUSTC. EXPOSURE = CD. WIND DIRECTIONALITY FACTOR, KD = 0.85F. WIND TOPTGRAPHIC FACTOR, KZT = 1.0

GENERAL

1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE GOVERNING BUILDING CODE AND SUPPLEMENTS UNLESS HIGHER STANDARD IS REQUIRED BY LOCAL BUILDING OFFICIAL.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE.

3. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE OSHA SAFETY REQUIREMENTS DURING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ADJACENT TO THE SITE.

4. AT ANY GIVEN TIME DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND/OR OWNER SHALL ENSURE THE LOADS ON THE STRUCTURE DO NOT EXCEED THE SPECIFIED DESIGN LOADS. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF.

5. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ENGINEER BEFORE CONTINUING WITH CONSTRUCTION.

6. THE TYPICAL DETAILS SHALL BE USED WHEREVER APPLICABLE UNLESS OTHERWISE NOTED ON THE DRAWINGS. SPECIFIC NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

7. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN CASE OF CONFLICT, FOLLOW MOST STRINGENT REQUIREMENT AS DETERMINED BY STRUCTURAL ENGINEER WITHOUT COST TO OWNER.

8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.

9. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM.

10. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. DO NOT PENETRATE ANY STRUCTURAL ELEMENTS (BEAMS, COLUMNS, WALLS, SLABS, STEEL DECKS, ETC.) WITHOUT PRIOR WRITTEN APPROVAL OF STRUCTURAL ENGINEER THROUGH ARCHITECT.

11. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED.

1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR PRIOR TO FABRICATION OR ERECTION FOR THE FOLLOWING ITEMS: A. REINFORCING STEEL B. CONCRETE MIX DESIGNS

2. THE GENERAL CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF ALL SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OR ERECTION. FIVE (5) WORKING DAYS (MINIMUM) SHALL BE ALLOWED FOR THE REVIEW OF THESE SHOP DRAWINGS BY THE STRUCTURAL ENGINEER.

3. THE GENERAL CONTRACTOR WILL REVIEW AND STAMP ALL SHOP DRAWINGS AND PRODUCT DATA FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS PRIOR TO SUBMISSION. ANY SHOP DRAWINGS OR PRODUCT DATA NOT REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR WILL BE RETURNED WITHOUT REVIEW.

4. ANY SHOP DRAWING NOT CHECKED AND INITIALED BY THE SUPPLIER/DETAILER PRIOR TO SUBMITTING FOR ARCHITECTURAL AND ENGINEERING REV

Documents

gramoll.comgramoll.com/wp-content/uploads/2020/06/BLDG73_CD_Drawings.pdf · 1220 S. 300 W. SLC, UT 84101 801-486-2222 ELECTRICAL ENGINEERING: EELD ELECTRICAL ENGINEERING AND LIGHTING