UNLV VIVARIUM B... · UNLV VIVARIUM UNIVERSITY OF NEVADA, ... Allowable Area / Height: ... Section 506.3 Sprinkler Increase I(s) = 2 Section 506.1 Building Area Modifications

DESIGN TEAM

CLIENT:

PROJECT ADDRESS:

P L E A S E R E C Y C L E

Project

Owner

THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY

ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE

ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE

DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS

THEY ARE SEALED, SIGNED AND DATED.

Consultant

303 South Water Street,Suite 230

Henderson, NV 89015phone: 702.456.3000

fax: 702.898.6209www.tska.com

4505 SOUTH MARYLAND PARKWAY

LAS VEGAS, NV 89154

4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

ARCHITECT

TATE SNYDER KIMSEY ARCHITECTS709 VALLE VERDE COURT

HENDERSON, NEVADA 89014

CIVIL ENGINEER

LOCHSA ENGINEERING6345 SOUTH JONES BOULEVARD, SUITE 100

LAS VEGAS, NV 89118

LANDSCAPE ARCHITECT

SOUTHWICK LANDSCAPE ARCHITECTS1700 WEST HORIZON RIDGE PARKWAY,

SUITE 203HENDERSON, NEVADA 89012

STRUCTURAL ENGINEER

LOCHSA ENGINEERING6345 SOUTH JONES BOULEVARD, SUITE 100

LAS VEGAS, NV 89118

MECHANCIAL/PLUMBING/

ELECTRICAL ENGINEER

SIGMA MECHANICAL ENGINEERINGCONSULTANTS, INC.

187 EAST WARM SPRINGS ROAD, SUITE ALAS VEGAS, NEVADA 89113

LAB DESIGN

DESIGN FOR SCIENCE6856 EMBARCADERO LANE

CARLSBAD, CALIFORNIA 92011

COST ESTIMATING

ESG CONSTRUCTION CONSULTANTS11549 SNOW CREEK AVENUELAS VEGAS, NEVADA 89135

UNLV VIVARIUM

UNIVERSITY OF NEVADA, LAS VEGAS

PERMIT SET06/17/2016

PERMIT SET

06/17/2016

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

Copyright, Ltd 2016

CAM 1513/PC-5352

06/17/16

EARTH

CONCRETE

MASONRY

METAL

PLYWOOD

FINISH WOOD

ROUGH WOOD

BLOCKING

THERMAL INSULATION

ACOUSTIC INSULATION

RIGID INSULATION

PROJECT NORTH

BENCHMARKS

SECTION NUMBER

SECTIONS

SHEET NUMBER

DETAIL BUBBLE

CENTER LINE AND SYMBOL

REVISION CLOUD

X ; 5' - 8 3/4" DIMENSION

NOTE:ALL DIMENSION ARE TOFACE OF STUD, U.N.O.

ROOM TAG

LIFE SAFETY ROOM TAG

ROOM NUMBER

ROOM NUMBER

SQUARE FOOTAGE

OCCUPANCY FACTOR

OCCUPANCY LOAD

NORTH

TRUE NORTH

NORTH ARROW

TA-1

EQ-1

GYP

PT-1

1

ROOM NAME

101 150 SF 15 10

1

1

A7.01

SIM

12' - 0"ACT

101

1LEVEL 1

100' - 0"

1

1

A7.01

SIM1

A7.11

SIM

A1

A

ROOM NAME

101

KEYNOTE

ACCESSORY TAG

EQUIPMENT TAG

FINISH TAG

GLAZING TAG

CEILING TAG

DOOR TAG

REVISION TAG

WALL TAG

WINDOW TAG

DATUM POINT

APPLIED WALLTREATMENT TAG

W-1A

BUILDING WALL

SIMILAR (IF APPLICABLE)

EXTERIOR INTERIOR

ELEVATION NUMBER

SHEET NUMBER

ELEVATIONS

A6.01

1

1

1

1 A5.01

1

1

1

1

GRID LINE LEVEL

NOTE:100' - 0" ELEVATION IS EQUALTO FINISH FLOOR ELEVATIONSHOWN ON CIVIL DRAWINGS.

DETAIL NUMBER

SHEET NUMBER

SIMILAR (IF APPLICABLE)

Sheet Title

Sheet No:


Project

Owner






Consultant




4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

G0.00

Date: 06/17/2016

GENERAL SHEET

PERMIT SET

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

Copyright, Ltd 2016

# SHEET NAME 60%

DD

(01/2

7/2

016)

100%

CD

(05/1

0/2

016)

PE

RM

IT S

ET

(06/1

7/2

016)

00_COVER SHEET

0.0 COVER SHEET ■ ■ ■

01_GENERAL

G0.00 GENERAL SHEET ■ ■ ■

G0.01 ENVELOPE COMPLIANCE CERTIFICATE AND UL DESIGN SYSTEMS ■ ■ ■

G1.00 GENERAL ACCESSIBILITY DETAILS ■ ■ ■

G1.01 EXITING PLAN ■ ■ ■

02_CIVIL

C1.01 COVER SHEET ■ ■ ■

C1.02 GENERAL NOTE SHEET ■ ■ ■

C2.01 DEMOLITION PLANS SHEET 1 ■ ■ ■

C3.01 HORIZONTAL CONTROL PLANS SHEET 1 ■ ■ ■

C4.00 UTILITY PLANS - FIRE LANE ROUTE ■ ■ ■

C4.01 UTILITY PLANS - SHEET 1 ■ ■ ■

C5.01 GRADING PLANS SHEET 1 ■ ■ ■

03_LANDSCAPE

L1.01 PLANTING PLAN AND DETAILS ■ ■ ■

L2.01 IRRIGATION PLAN ■ ■ ■

L2.02 IRRIGATION DETAILS ■ ■ ■

04_ARCHITECTURAL SITE

AS1.01 SITE PLAN ■ ■ ■

05_ARCHITECTURAL

AD1.01 DEMOLITION FLOOR PLAN - LEVEL 1 ■ ■ ■

A1.01 PHASED FLOOR PLANS ■ ■ ■

A1.21 SLAB AND DIMENSIONAL PLANS ■ ■ ■

A1.61 FURNITURE PLANS ■ ■ ■

A2.00 ROOM FINISH/ MATERIAL/DOOR SCHEDULE ■ ■ ■

A2.30 PARTITION TYPES ■ ■ ■

A2.40 SIGNAGE PLAN, SCHEDULE, AND DETAILS ■ ■

A2.50 MISCELLANEOUS DETAILS ■ ■ ■

A3.01 PHASED REFLECTED CEILING PLANS ■ ■ ■

A3.10 CEILING DETAILS ■ ■

A4.01 ROOF PLAN ■ ■ ■

A4.10 ROOF DETAILS ■ ■ ■

A5.00 INTERIOR ELEVATIONS - PHASE 1 ■ ■ ■





A6.00 BUILDING ELEVATIONS ■ ■ ■

A7.00 BUILDING AND WALL SECTIONS ■ ■ ■

06_STRUCTURAL

S0.01 STRUCTURAL COVER SHEET AND GENERAL NOTES ■ ■ ■

S0.02 GENERAL NOTES ■ ■ ■

S1.01 PHASED FOUNDATION PLANS ■ ■ ■

S1.02 ROOF FRAMING PLAN ■ ■ ■

S3.01 WALL ELEVATIONS ■ ■

S4.01 TYPICAL FOOTING AND BASE PLATE DETAILS AND SCHEDULES ■ ■ ■

S5.01 FOUNDATION TYPICAL DETAILS ■ ■ ■

S5.02 CONCRETE TYPICAL DETAILS ■ ■ ■

S5.03 CONCRETE MASONRY UNIT TYPICAL DETAILS ■ ■ ■

S5.04 STRUCTURAL STEEL TYPICAL DETAILS ■ ■ ■

S5.05 STEEL DECK TYPICAL DETAILS ■ ■ ■

S5.06 STEEL STUD TYPICAL DETAILS ■ ■ ■

08_MECHANICAL

M0.01 LEGEND, NOTES, AND INDEX ■ ■ ■

M0.02 SCHEDULES ■ ■ ■

M0.03 SCHEDULES & ENERGY COMPLIANCE REPORT ■ ■ ■

M1.01 PHASED FLOOR PLANS ■ ■ ■

M1.02 PHASED FLOOR PLANS-PIPING ■ ■ ■

M2.01 SECTIONS ■ ■

M4.00 PHASED ROOF PLAN AND SECTIONS ■ ■ ■

M5.01 DETAILS ■ ■

09_PLUMBING

P0.01 LEGEND, NOTES, INDEX AND ENERGY COMPLIANCE REPORT ■ ■ ■

P0.02 SCHEDULES ■ ■ ■

PD1.01 DEMOLITION FLOOR PLAN - LEVEL 1 ■ ■

P1.01 PHASED FLOOR PLANS ■ ■ ■

P4.00 PHASED ROOF PLANS ■ ■ ■

P5.01 DETAILS ■ ■

10_ELECTRICAL

EG1.01 GENERAL NOTES, LEGEND, AND DRAWING INDEX ■ ■ ■

ES0.01 SITE ELECTRICAL REMOVAL PLAN ■ ■ ■

ES1.01 SITE ELECTRICAL PLAN ■ ■

E0.01 ELECTRICAL REMOVAL PLAN - VIVARIUM ■ ■ ■

E1.01 PHASED LIGHTING PLANS - VIVARIUM ■ ■ ■

E1.02 PHASED LIGHTING CONTROL PLANS - VIVARIUM ■ ■

E1.03 LIGHTING CONTROL NOTES - VIVARIUM ■ ■

E1.04 PHASED LIGHTING CONTROL DIAGRAMS - VIVARIUM ■ ■

E1.05 PHASED LIGHTING CONTROL DIAGRAMS - VIVARIUM ■

E2.01 PHASE POWER PLANS - VIVARIUM ■ ■ ■

E2.02 PHASED EQUIPMENT POWER PLANS - VIVARIUM ■ ■ ■

E2.03 ROOF EQUIPMENT POWER PLAN - VIVARIUM ■ ■

E3.01 PHASE AUXILIARY PLANS - VIVARIUM ■ ■ ■

E3.02 PHASED SECURITY PLANS - VIVARIUM ■ ■

E4.01 DETAILS ■ ■ ■

E5.01 PHASED SINGLE LINE DIAGRAM - VIVARIUM ■ ■ ■

E5.02 SINGLE LINE DIAGRAMS AND SCHEDULES ■ ■

E6.01 SCHEDULES ■ ■ ■

E6.02 IECC LIGHTING REPORT AND SCHEDULES ■ ■ ■

S

S. South

S.C. Solid Core

S.C.D. Seat Cover Dispenser

S.D. Soap Dispenser

S.N.D. Sanitary Napkin Dispensr

S.SK. Service Sink

SCHED. Schedule

SECT. Section

SH. Shelf

SHR. Shower

SHT. Sheet

SIM. Similar

SPEC. Specification

SQ. Square

SST. Stainless Steel

STA. Station

STD. Standard

STL. Steel

STO. Storage

STRL. Structural

SUSP. Suspended

SYM. Symmetrical

T

T.&G. Tongue and Groove

T.B. Towel Bar

T.C. Top of Curb

T.O.W. Top of Wall

T.P. Top of Pavement

T.P.D. Toilet Paper Dispenser

T.V. Television

TEL. Telephone

TER. Terazzo

THK. Thick

TRD. Tread

TYP. Typical

U

U.N.O. Unless Noted Otherwise

UNIF. Unfinished

UR. Urinal

V

V.B. Vapor Barriers

V.C.G. Vinyl Corner Guard

V.I.F. Verify in Field

V.T. Vinyl Tile

VAR. Varies

VERT. Vertical

VEST. Vestibule

W

W. West

W.C. Water Closet

W/ With

W/O Without

WD. Wood

WK.P. Working Point

WP. Waterproof

WSCT. Wainscot

WT. Weight

O

O.A. Overall

O.C. On Center

O.D. Outside DIameter (Dim.)

O.F.C.I. Owner Furnished ContractorInstalled

O.F.O.I. Owner Furnished Owner Installed

O.H. Opposite Hand

O.R.D. Overflow Roof Drain

OBS. Obscure

OFF. Office

OPNG. Opening

OPP. Opposite

P

P.LAM. Plastic Laminate

P.T.D. Paper Towel Dispenser

P.T.D./R. Combination Paper TowelDispencer and Receptacle

P.T.R. Paper Towel Receptacle

PL. Plate

PLAS. Plaster

PLYWD Plywood

PR. Pair

PRCST. Pre-cast

PT. Point

PTN. Partition

Q

Q.T. Quarry Tile

R

R. Riser

R.D. Roof Drain

R.O. Rough Opening

R.W.L. Rain Water Leader

RAD. Radius

REF. Reference

REFR. Refrigerator

REINF. Reinforce

REQD Required

RESIL. Resilient

RGTR. Register

RM. Room

RRM Restroom

RWD Redwood

G

G.B. Grab Bar

G.F.R.C. Glass Fiber Reinforced Concrete

GA. Guage

GALV. Galvanized

GL. Glass

GND. Ground

GR. Grade

GYP. Gypsum

H

H.B. Hose Bibb

H.M. Hollow Metal

HDWD. Hardwood

HDWE. Hardware

HGT. Height

HORIZ. Horizontal

HR. Hour

I

I.D. Inside Diameter (Dim.)

INSUL. Insulation

INT. Interior

J

JAN. Janitor

JT. Joint

K

KIT. Kitchen

L

LAB. Laboratory

LAM. Laminate

LAV. Lavatory

LKR. Locker

LT. Light

M

M.C. Medicine Cabinet

M.O. Masonry Opening

MAX. Maximum

MECH. Mechanical

MEMB. Membrane

MFGR. Manufacturer

MH. Manhole

MIN. Minimum

MIR. Mirror

MISC. Miscellaneous

MTD. Mounted

MTL. Metal

MUL. Mullion

N

N. North

N.I.C. Not in Contract

N.T.S. Not to Scale

NO. OR # Number

NOM. Nominal

D

D.F. Drinking Fountain

D.O. Door Opening

D.S.P. Dry Standpipe

DBL. Double

DEPT. Department

DET. Detail

DIA. Diameter

DIM. Dimension

DISP. Dispenser

DN. Down

DR. Door

DS. Downspout

DWG. Drawing

DWR. Drawer

E

(E) Existing

E. East

E.I.F.S. Exterior Insulation Finish System

E.J. Expansion Joint

E.P. Electrical Panelboard

E.P.D.M. Single Ply Roof Membrane

E.W.C. Electric Water Cooler

EA. Each

ELEC. Electrical

ELEV. Elevation

EMER. Emergency

ENCL. Enclosure

EQ. Equal

EQUIP. Equipment

EXIST. Existing Exposed

EXP. Expansion

EXT. Exterior

F

F.A. Fire Alarm

F.B. Flat Bar

F.D. Floor Drain

F.E. Fire Extinguisher

F.E.C. Fire Extinguisher Cabinet

F.H.C. Fire Hose Cabinet

F.O.C. Face of Concrete

F.O.F. Face of Finish

F.O.S. Face of Stud

F.S. Fulll Size

FDN. Fountain

FIN. Finish

FLASH. Flashing

FLOUR. Flourescent

FLR. Floor

FPRF. Fireproof

FT. Foot or Feet

FTG. Footing

FURR. Furring

FUT. Future

A

A.D. Area Drain

A.V. Audio/Visual

ACC. Accessible

ACOUS. Acoustical

ADJ. Adjustible

AGGR. Aggregate

AL. Aluminum

APPROX. Approximate

ARCH Architectural

ASPH. Asphalt

B

B.O.F. Bottom of Fixture

BD. Board

BITUM. Bituminous

BLDG. Building

BLK. Block

BLKG. Blocking

BM. Beam

BOT. Bottom

C

C.B. Catch Basin

C.F.C.I. Contractor Furnished ContractorInstalled

C.F.O.I. Contractor Furnished OwnerInstalled

C.G. Corner Guard

C.I. Cast Iron

C.J. Control Joint

C.M.U. Concrete Masonry Unit

CAB. Cabinet

CEM. Cement

CER. Ceramic

CLG. Ceiling

CLKG. Caulking

CLO. Closet

CLR. Clear

CNTR. Counter

COL. Column

CONC. Concrete

CONN. Connection

CONST. Construction

CONT. Continuous

CORR. Corridor

CPT. Carpet

CT. Ceramic Tile

CTR. Center

CTSK. Countersunk

DRAWING INDEXABBREVIATIONS CODE ANALYSIS

SYMBOL LEGEND

MATERIALS LEGEND VICINITY MAP

NORTH

UNLV EAST HARMON AVENUE

SO

UT

H M

AR

YLA

ND

PA

RK

WA

Y

EAST HARMON AVENUE

PA

RA

DIS

E R

OA

D

EAST FLAMINGO ROAD

EAST TROPICANA AVENUE

PROJECT SITE:JUANITA GREER WHITELIFE SCIENCES BUILDING

APPLICABLE CODE:

· 2012 International Building Code· 2012 International Energy Conservation Code· 2009 ICC 117.1· 2010 ADA Standards for Accessible Design· 2012 International Fire Code· NFPA 13 - 2013· NFPA 24 - 2013· NFPA 72 - 2013· 2011 National Electrical Code· 2012 Uniform Mechanical Code· 2012 Uniform Plumbing Code

Building Construction Type: II-B, Fully Sprinklered and AlarmedOccupancy Classification: B - Business; Educational Occupancies for students above the

12th grade; Laboratory

Allowable Area / Height:Table 503"B" Basic Allowable Area: 23,000 SF per storyAllowable Height: 3 Stories / 55'-0" Height

Section 504.2 Allowable HeightIncrease w/ Sprinkler 1 Story / 20' Additional HeightActual Height: 1 Stories / 19'-0" Height

Section 506.2 Frontage IncreaseI(f) = 0

Section 506.3 Sprinkler IncreaseI(s) = 2

Section 506.1 Building Area ModificationsBasic Allowable Area: {23,000 + [23,000 * 0] + [23,000 * 2]} = 69,000 SF per storyActual Building Area: 5,229 SF Level 1

Fire Resistance Rating for Building Elements (Table 601):

Structural Frame: 0-hrExterior/Interior Bearing Walls 0-hrNon-Bearing Walls 0-hr (interior)Floor Construction 0-hrRoof Construction 0-hr

Plumbing Fixture Count (Table 2902.1):

B Occupancy: 39 Occupants

Water Closet

Lavatory

Drinking Fountain*

Service Sink

Male Female

Required RequiredProvided Provided

1 11 1

1 11 1

Required Provided

1 0

1 2

*Drinking fountains are not permitted in this type of facility per the "Guide for the Care and Use of LaboratoryAnimals":"Personnel should not be permitted to eat, drink, use tobacco products, apply cosmetics, or handle or applycontact lenses in rooms and laboratories where animals are housed or used (DHHS 2009; NRC 1997; OSHA1998a)"

Insulation Requirements:

Required ProvidedExterior Walls R7.6 R10Roof: R20 R30

REVISIONS

REV DATE DESCRIPTION

REQUIRED DEFERRED SUBMITTALS

1. FIRE ALARM SYSTEM2. FIRE SPRINKLER SYSTEM

· THE NEW BUILDING AND NEW CANOPY BETWEEN THE NEW BUILDING AND THE EXISTING WHITE HALL TO BE SPRINKLERED.

3. CEILING FRAMING4. SAFETY PLATFORM AND GUARDRAILS AT ROOFTOP MECHANICAL UNIT

06/17/16

Sheet Title

Sheet No:


Project

Owner






Consultant




4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

G0.01

Date: 06/17/2016

ENVELOPE

COMPLIANCE

CERTIFICATE AND UL

DESIGN SYSTEMS

PERMIT SET

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

Copyright, Ltd 2016

SCALE: 12" = 1'-0"1

2012 IECC ENVELOPE COMPLIANCE CERTIFICATESCALE: 12" = 1'-0"

3U492

SCALE: 12" = 1'-0"2

U425

REVISIONS


06/17/16

HEIGHT OFOPERABLEPARTS

44"

MA

X

SOAPDISPENSER

DISPENSER

HOOKS, SHELVES,RODS, ETC

TOWEL /HANDDRYER

RECESSEDTOWEL/WASTE

1/4

" M

AX

1/4

" M

AX

1

2

1/2

"

1/4

" M

AX

PERMITTED VERTICAL CHANGEPERMITTED BEVELED CHANGE FRONT

15"

MIN

48"

MA

X

FRONT OBSTRUCTED

44"

MA

X w

/ P

RO

JE

CT

ION

S >

20"

48"

MA

X w

/ P

RO

JE

CT

ION

S <

20"

25" MAX

SIDE

15"

MIN

48"

MA

X

10" MAX

SIDE HIGH SIDE OBSTRUCTED

34"

MA

X

48"

MA

X

10" MAX

SIDE HIGH SIDE OBSTRUCTED

34"

MA

X

46"

MA

X

>10"- 24" MAX

ACCESSIBLE ROUTE

24" MAX. 48" MIN. 24" MAX.

32"

MIN

.

36"

MIN

.

36" MIN. 48" MAX 36" MIN. 42" MIN. 48" MAX 42" MIN.

48"

MIN

.

60"

MIN

.

180 DEG TURN180 DEG TURN EXCEPTION

18" MIN

12" MIN (WITH CLOSER)

PULL SIDE

PUSH SIDE

60"

MIN

48"

MIN

42" MIN

PULL SIDE

PUSH SIDE

36" MIN

54"

MIN

60"

MIN

(W

ITH

CLO

SE

R)

42"

MIN

48"

MIN

(W

ITH

CLO

SE

R)

24" MIN

24" MIN

PULL SIDE

PUSH SIDE

54"

MIN

(W

ITH

CLO

SE

R)

48"

MIN

42"

MIN

48"

MIN

(W

ITH

CLO

SE

R)

FRONT APPROACH HINGE APPROACH LATCH APPROACH

22" MIN

12" MIN (WITH CLOSER)

6"

LO

WE

ST

TA

CT

ILE

CH

AR

AC

TE

R

48"

MIN

TO

BA

SE

LIN

E O

F

HIG

HE

ST

TA

CT

ILE

CH

AR

AC

TE

R

60"

MA

X T

O B

AS

ELIN

E O

F

3'-4"

MA

X.

2'-10"

MA

X.

2'-3"

MIN

.

9"

MIN

.

8"

MIN.

6"

MAX.

1'-5" MIN.

MIRROROVER LAVATORY,WHERE OCCURS

SINK

COUNTERTOP

PLUMBING GUARD ORPANEL

TO

BO

TT

OM

OF

RE

FLE

CT

ING

SU

RF

AC

E

27"

MIN

.

8" MIN.

9"

MIN

.

34"

MA

X.

11" MIN.RECESSEDELECTRIC WATER COOLER FRONT

FINISH

LAVATORY WATER CLOSET URINAL

ACC

H.C.

PARKING SIDE

FLOOR

CLR.

STANDARD

ACCESSIBLE FRONT ACCESSIBLE SIDE

3'-0"

A.F

.F.

TO

P O

F S

PO

UT

C L

ACC

TISSUEDISPENSER

1' -

5"

1' - 6"

1' - 0" 2' - 0"

1' -

6" 2' -

11"

3' - 4"

1' - 0" 3' - 6"

8" 2' -

0"

C L

3' -

4"

2'-0"

ACC

2' -

3"

1' -

6"

3' -

4"

44"

MA

X.

FINISH

COAT HOOKS AND SHELVES

FLOOR

40"

MIN

.

48"

MA

X.

48"

MA

X.

5"

MA

X.

15"

MIN

.

3' -

4"

2' - 6"

RECESSEDELECTRIC WATER COOLER PLAN

1' -

4"

CANEAPRON

27"

MIN

8" MIN

MIN

11"

MIN9"

6" MAX

30"

25" MAX

PLANELEVATION

Sheet Title

Sheet No:


Project

Owner






Consultant




4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

G1.00

Date: 06/17/2016

GENERAL

ACCESSIBILITY

DETAILS

PERMIT SET

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

Copyright, Ltd 2016

SCALE: 3/4" = 1'-0"6

TYPICAL ADA ACCESSORIES HEIGHTS

SCALE: 12" = 1'-0"8

VERTICAL CHANGE IN LEVELSCALE: 1/2" = 1'-0"

1REACH RANGE

SCALE: 1/2" = 1'-0"2

CLEAR WIDTH

SCALE: 1/2" = 1'-0"3

DOOR SWING CLEARANCES

SCALE: 1/2" = 1'-0"4

ADA SIGNAGE PLACEMENTSCALE: 1" = 1'-0"

5ADA LAV HEIGHTS

SCALE: 3/8" = 1'-0"7

TYPICAL ADA FIXTURE ELEVATIONS

SCALE: 1/2" = 1'-0"9

KNEE AND TOE CLEARANCE

REVISIONS


06/17/16

FEC

FEC

FE

C

FEC

650 SF

EXTERIOR ENCLOSURE

158

182 SF

ELECTRICAL

165 300 1 182 SF

ELECTRICAL

166 300 1

144 SF

LAB.

116A

138 SF

LAB.

117A

144 SF

OFFICE

146

138 SF

OFFICE

147

823 SF

LAB.

148999 SF

LAB

149

121 SF

LAB.

119B

66 SF

STORAGE

119C

93 SF

LAB.

119A

410 SF

STORAGE

150 300 2

147 SF

LAB

139A 100 2

11 SF

STORAGE

139B 300 1

160 SF

VOC. RM.

151 100 2

160 SF

VOC. RM.

159 100 2

147 SF

VOC. RM.

160 100 2

152 SF

VOC. RM.

161 100 2

160 SF

VOC. RM.

162 100 2

160 SF

VOC. RM.

163 100 2

150 SF

VOC. RM.

164 100 2

160 SF

VOC. RM.

167 100 2

357 SF

CORRIDOR

100K

207 SF

OFFICE

168 100 3

55 SF

STORAGE

121A 300 1

187 SF

MECHANICAL

169 300 1

168 SF

LAB.

170 100 2

108 SF

LAB.

122A 100 2

423 SF

LAB.

100J 100 5

766 SF

LAB.

100N 100 8

403 SF

CORRIDOR

100L

795 SF

CORRIDOR

100G

201 SF

STAIR #1

STAIR1

200 SF

HOLD

017 100 2

119 SF

PROCEDURE

018 100 2119 SF

BEHAVIOR

019 100 2

121 SF

BEHAVIOR

020 100 2

95 SF

BEHAVIOR

021 100 1 95 SF

BEHAVIOR

022 100 1 97 SF

HOLD

023 100 1

196 SF

HOLD

024 100 2

129 SF

CLEAN STORAGE

025 300 1

392 SF

CORRIDOR

001

129 SF

QUARANTINE

002 100 2

127 SF

STORAGE

028 300 197 SF

MECHANICAL

027 300 1

98 SF

ELEC/DATA

026 300 1

78 SF

PREP

015 100 1

140 SF

SURGERY

014 100 2

78 SF

PREP

013 100 1401 SF

HOLD

012 100 5194 SF

HOLD

011 100 2

188 SF

HOLD

010 100 2 141 SF

HOLD

009 100 2 145 SF

HOLD

008 100 2

118 SF

PROCEDURE

007 100 2

43 SF

TOILET

003

36 SF

FIRE RISER

004 300 1

WIDTH

FACTOR

ACTUAL

CAPACITY

EXIT

3'-0"

180

18

0.20"

17

2

2

16

20

18

WIDTH

FACTOR

ACTUAL

CAPACITY

EXIT

6'-4"

380

20

0.20"

83 SF

TOILET

005

401 SF

VESTIBULE

006

398 SF

VESTIBULE

016

1

67'-0" EXIT DISCHARGE PATH

70'-6" EXIT DISCHARGE PATH

FE

CS

41

14'-6" EXITACCESS PATH

52'-7

" EXIT

ACCESS P

ATH

WIDTH

FACTOR

ACTUAL

CAPACITY

EXIT

4'-0"

240

41

0.20"

39 SF

MECHANICAL

157 300 1

71 SF

STORAGE

153 300 1

RR.

152

93 SF

LAB.

171 100 1

162 SF

LAB.

172 100 2

CORRIDOR

100M

20

4 4

20

1

1 HR FIRE PARTITION

FIRE EXTINGUISHER

EXIT DIRECTION ANDNUMBER OF OCCUPANTS

0

2 HR FIRE PARTITION

FARTHEST POINTFROM EXIT

INDICATES PHASE 2

KEYPLAN

KEYNOTES

GENERAL NOTES

LEGEND

Sheet Title

Sheet No:


Project

Owner






Consultant




4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

G1.01

Date: 06/17/2016

EXITING PLAN

PERMIT SET

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

Copyright, Ltd 2016

NORTH

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

EXITING PLAN

1 PER 2012 IBC SECTION 703.7: FIREWALLS, FIRE BARRIERS, FIREPARTITIONS, SMOKE BARRIERS, ANDSMOKE PARITIONS OR ANY OTHERWALL REQURIED TO HAVE PROTECTEDOPENINGS OR PENETRATIONS SHALLBE EFFECTIVELY AND PERMANENTLYIDENTIFIED WITH SIGNS OR STENCILING.SUCH IDENTIFICATION SHALL: (1) BELOCATED IN ACCESSIBLE CONCEALEDFLOOR, FLOOR-CEILING, OR ATTICSPACES; (2) BE LOCATED WITHIN 15' OFTHE END OF EACH WALL AND ATINTERVALS NOT EXCEEDING 30'MEASURED HORIZONTALLY ALONG THEWALL OR PARTITION; AND (3) INCLUDELETTERING NOT LESS THAN 3" INHEIGHT WITH A MINUMUM 3/8" STROKEIN A CONTRASTING COLORINCORPORATING THE SUGGESTEDWORDING: "FIRE AND/OR SMOKEBARRIER - PROTECT ALL OPENINGS" OROTHER WORDING

REVISIONS


06/17/16

6345

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100

Las

Veg

as, N

V 8

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) 365

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Sheet Title

Sheet No:


Project

Owner






Consultant




4505 SOUTHMARYLAND PARKWAYLAS VEGAS, NV 89154

Date: 06/17/2016

PERMIT SET

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OFNEVADA, LAS VEGAS

Copyright, Ltd 2016

REVISIONSREV DATE DESCRIPTION

C1.01

GENERALCOVERSHEET

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(12.34)

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BC

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12.34

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BC

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S

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S

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CONCRETE

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S

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D

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E

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T

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(2210)

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LEGEND

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SCARP LINE

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SAWCUT LINE

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ROW LINE

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PROPERTY LINE

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EASEMENT LINE

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CL OR SURVEY LINE

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CONTOUR LINES

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PROPOSED:

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EXISTING:

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DESCRIPTION:

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SIGNS

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ELEVATIONS

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SPOT

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FIRE

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HYDRANTS

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VALVES

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GATE

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REDUCERS

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CLEAN OUTS

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100w HPS

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STREETLIGHTS

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STREETLIGHTS

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150w HPS

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STREETLIGHTS

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200w HPS

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STREETLIGHTS

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250w HPS

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MANHOLE DESCRIPTIONS

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= SANITARY SEWER

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= STORM DRAIN

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= ELECTRICAL

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= TELEPHONE

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MANHOLE W/

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DESCRIPTION

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AC PAVEMENT

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FENCES

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WALLS

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"L" TYPE CURBS

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"A" TYPE CURBS

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EDGE OF PAVEMENT

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SHEET No.

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SEAL

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SHEET

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OF

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PROJECT No.:

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SHEET

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TITLE

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BY:

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DATE:

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REV.:

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DESCRIPTION:

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HTE No.

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OR VAULT

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UTILITY BOX

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BACKWATER

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VALVES

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BWV

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BWV

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2122

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2122

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DATE:

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SCALE:

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DRAWN BY:

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DESIGNED BY:

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CHECKED BY:

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%%UNOTE:

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LOCHSA ENGINEERING ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS AND ELEVATIONS. THE UTILITIES SHOWN ON THIS PLAN ARE FROM THE BEST AVAILABLE INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES, INCLUDING BUT NOT LIMITED TO, THE WATER, FIRE, SANITARY SEWER, STORM SEWER, TELEPHONE, POWER, GAS, AND IRRIGATION LINES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IF CONFLICT EXISTS IN THE FIELD, THE CONTRACTOR IS TO NOTIFY THE PROJECT ARCHITECT, OWNER'S REPRESENTATIVE AND THE PROJECT ENGINEER IMMEDIATELY.

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1-702-227-2929

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1-702-432-5300

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Call

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before you

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Underground

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Avoid hitting overhead power lines. It's costly.

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FREEWAY & ARTERIAL SYSTEM OF TRANSPORTATION

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Call before you Dig

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Avoid cutting underground utility lines. It's costly.

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CALL

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1-800-227-2600

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OR

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FAST

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CALL BEFORE YOU DO OVERHEAD

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T

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S

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-

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R

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E

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E

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N

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I

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G

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N

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E

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P

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R

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O

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F

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E

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S

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S

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I

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O

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N

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A

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L

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A

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T

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E

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O

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F

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N

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E

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V

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A

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D

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A

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N

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o

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.

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GUY M.

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MORRIS

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EXP. 12-31-17

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CIVIL

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1

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4

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5

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2

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6

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6/17/2016

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6/17/2016

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NELLIS

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SUN CITY

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ANASAZI

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ANASAZI

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FAR HILLS

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HUALAPAI

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515

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WHITNEY RANCH

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PATRICK

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GREEN

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VALLEY RANCH

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604

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604

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STEPHANIE

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147

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147

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RANCHO

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LONE MOUNTAIN

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BUFFALO

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TENAYA

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RAINBOW

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TORREY PINES

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ALEXANDER

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LAKE

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LAKE MEAD

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WARM SPRINGS

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WINDMILL

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POLLOCK

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BERMUDA

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159

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PEBBLE

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PEBBLE

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WINDMILL

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ROBINDALE

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PARIDISE

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MARYLAND

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SPENCER

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PECOS

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WIGWAM

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ROBINDALE

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WINDMILL

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WIGWAM

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ARROYO

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GRANDE

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VALLEY

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VERDE

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WARM SPRINGS

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SUNSET

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GIBSON

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STEPHANIE

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GIBSON

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VAN WAGENEN

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WARM

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SPRINGS

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BURKHOLDER

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PALO

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VERDE

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MAJOR

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CENTER

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RACE TRACK

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WATER

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RACE TRACK

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ATHENS

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215

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215

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147

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INTERNATIONAL

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AIRPORT

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NELLIS

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LAMB

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CRAIG

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LONE

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MTN.

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MITCHELL

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PECOS

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ALEXANDER

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CIVIC

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CENTER

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EASTERN

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CIVIC

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CTR.

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EVANS

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BELMONT

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95

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95

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582

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BOULDER

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FREMONT

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FREMONT

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HACIENDA

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NORTH

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LAS VEGAS

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AIRPORT

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McCARRAN

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93

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15

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CAMINO

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AL NORTE

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CLAYTON

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ALLEN

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VALLEY

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159

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McLEOD

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PECOS

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PECOS

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McLEOD

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LAMB

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WYOMING

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SLOAN

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TREE LINE

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HOLLYWOOD

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CHARLESTON

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SAHARA

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VEGAS VALLEY

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STEWART

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BONANZA

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WASHINGTON

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OWENS

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LAKE MEAD

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HOLLYWOOD

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MT. HOOD

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NELLIS AIR FORCE BASE

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LAS VEGAS

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CHEYENNE

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CAREY

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5th

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LOSEE

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LOSEE

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GOWAN

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ALEXANDER

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LONE MOUNTAIN

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604

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SANDHILL

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15

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215

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215

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515

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515

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BUS

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95

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BUS

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95

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ARROYO

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147

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595

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595

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595

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RAINBOW

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BUFFALO

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DURANGO

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RAMPART

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TOWN CNTR.

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HUALAPAI

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GRAND

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CANYON

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TORREY

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JONES

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PINES

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DECATUR

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OAKEY

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VALLEY VIEW

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ARVILLE

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RANCHO

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INDUSTRIAL

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LAS VEGAS

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MAIN

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MARYLAND

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ST. LOUIS

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EASTERN

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STEWART

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95

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93

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McLEOD

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PALM

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95

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93

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BLUE DIAMOND

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MEAD

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CHEYENNE

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THOMAS

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W. RYAN

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TEE PEE

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GRAND CYN.

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FORT APACHE

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EL CAPITAN

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DURANGO

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RAMPART

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WEBB

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SMOKE

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RANCH

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CORAL

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SHORES

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HARBOR ISLAND

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MARINER

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CIMARRON

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MAIN

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CHRISTY

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H

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H

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OWENS

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VEGAS

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CAREY

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SMOKE RANCH

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GOWAN

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JONES

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SUMMERLIN

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SUMMERLIN

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ALTA

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VILLAGE

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CENTER

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HILLS

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TOWN

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HILLPOINTE

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CRESTDALE

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BONANZA

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WESTCLIFF

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ALTA

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SAHARA

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DESERT INN

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LAKE NORTH

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LAKE SOUTH

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SPRING MOUNTAIN

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TWAIN

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FLAMINGO

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TROPICANA

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FORT APACHE

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FORT APACHE

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DURANGO

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BUFFALO

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HACIENDA

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HACIENDA

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CRAIG

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MARTIN L. KING

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M.L.K.

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VEGAS

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BRUCE

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CHARLESTON

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SWENSON

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TWAIN

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SANDS

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S.M.

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SPRING MOUNTAIN

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PARADISE

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MOUNTAIN VISTA

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SANDHILL

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FLAMINGO

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RUSSELL

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RUSSELL

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RAINBOW

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HACIENDA

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MARYLAND

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RUSSELL

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SUNSET

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SWENSON

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PARADISE

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HARMON

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ARVILLE

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VALLEY

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VIEW

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JONES

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DECATUR

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HARMON

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HARMON

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TROPICANA

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JIMMY

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DURANTE

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BROADBENT

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RUSSELL

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582

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159

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15

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215

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604

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160

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15

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APPROVALS

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SHEET INDEX

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ALT

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AGG

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AIP

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ABAN

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ALTERNATE

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AGGREGATE

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ABANDON IN PLACE

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ABANDON

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LOC

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JB

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ISL

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INV

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LENGTH OF CURB

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JUNCTION BOX

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ISLAND

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INVERT

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ABBREVIATIONS

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COVER SHEET for THE IMPROVEMENT PLANS of

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UNLV VIVARIUM BUILDING ADDITION

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DEVELOPER/OWNER

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A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTH HALF OF SECTION 22, TOWNSHIP 21S, RANGE 61E CLARK COUNTY, NEVADA P/O A.P.N.:162-22-601-001

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UNLV

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NOTE: ALL WORK SHALL CONFORM TO LAWS, REGULATIONS, CODES AND ORDINANCES OF FEDERAL, STATE, COUNTY,

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CITY OR ANY OTHER JURISDICTION AS EACH MAY APPLY.

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GENERAL CODE REQUIREMENTS:

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1. INTERNATIONAL BUILDING CODE, 2012 EDITION:

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2. PLUMBING SHALL CONFORM TO THE 2012 UPC

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3. MECHANICAL SHALL CONFORM TO THE 2012 UMC

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4. ELECTRICAL SHALL COMPLY WITH THE 2011 NEC

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5. 2010 ADA/ADAAG

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6. NFPA 101

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ADDITIONALLY, REQUIRED COMPLIANCE WITH THE STATE FIRE MARSHAL ADOPTED CODES AS A MINIMUM STANDARD.

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THE CODES ARE AS FOLLOWS:

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1. INTERNATIONAL FIRE CODE, 2012 EDITION, VOLUME 1

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2. INTERNATIONAL BUILDING CODE, 2012 EDITION, VOLUMES 1 AND 2.

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3. UNIFORM MECHANICAL CODE, 2012 EDITION.

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4. CODES AND STANDARDS 10,11,13,13D,13R,14,15,17,17A,20,22,24,25,30B,50,50B,52,58,72,86,90A,90B,96,99,110

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111,140,160,385,407,409,410,704,1123,1126,1403 OF THE NATIONAL FIRE CODES.

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WHERE NO SPECIFIC CODES OR STANDARDS ARE SPECIFIED IN THE INTERNATIONAL FIRE CODE, THE APPLICABLE

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STANDARDS OF THE N.F.P.A. SHALL BE USED.

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NFPA 24-2010, SECTION 4.1.3

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(1) NAME OF OWNER: UNIVERSITY OF NEVADA, LAS VEGAS

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(2) LOCATION: 4505 MARYLAND PARKWAY

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(5) CONTRACTOR: ________

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(6) SIZE & LOCATION OF WATER SUPPLIES: SEE UTILITY PLAN

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(7) SIZE & LOCATION OF STANDPIPE RISERS, HOSE OUTLETS, HAND HOSE,

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MONITOR NOZZLES AND RELATED EQUIPMENT: N/A FOR THIS PROJECT

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(3) POINT OF COMPASS: SEE PLAN SHEETS

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(4) A GRAPHIC REPRESENTATION OF THE SCALE USED: SEE PLAN SHEETS

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(8) PRIVATE FIRE SERVICE MAINS:

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(a) SIZE: SEE UTILITY PLAN SHEET

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(b) LENGTH: SEE UTILITY PLAN SHEET

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(c) LOCATION: SEE UTILITY PLAN SHEET

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(d) WEIGHT: CLASS 150, C900

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(e) MATERIAL: PVC

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(f) POINT OF CONNECTION TO CITY MAIN: FLAMINGO & MARYLAND PKWY.

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(g) SIZES, TYPES AND LOCATIONS OF VALVES, VALVE INDICATORS, REGULATORS,

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METERS AND VALVE PITS: VALVE LOCATIONS ARE SHOWN ON THE UTILITY PLAN SHEET.

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VALVE INDICATORS, REGULATORS, METERS AND VALVE PITS ARE NOT REQUIRED

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(h) DEPTH TO TOP OF PIPE: 5 FEET

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(i) METHOD OF RESTRAINT: CONCRETE THRUST BLOCKS

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(9) HYDRANTS:

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(a) SIZE AND LOCATION, INCLUDING SIZE & NUMBER OF OUTLETS AND WHETHER

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OUTLETS ARE TO BE EQUIPED WITH INDEPENDENT GATE VALVES:

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FOR LOCATION SEE UTILITY PLAN. 3 OUTLETS WITH 5-1/4" MAIN VALVE OPENING

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OUTLETS DO NOT HAVE INDEPENDENT GATE VALVES.

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(b) THREAD SIZE AND COUPLING ARE PER NFPA 1963

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(C) HOSE HOUSES AND EQUIPMENT: NOT APPLICABLE TO THIS PROJECT

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(D) STATIC AND RESIDUAL HYDRANTS USED IN FLOW TEST: HYDRANTS LOCATED

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ADJACENT TO PROJECT SITE

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(E) METHOD OF RESTRAINT: CONCRETE THRUST AND ANCHOR BLOCKS

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(10) SIZE. LOCATION AND PIPING ARRANGEMENT OF FIRE DEPARTMENT CONNECTIONS:

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FDC LOCATION AND SUPPLY PIPE SIZE ARE INDICATED ON THE UTILITY PLAN

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FOR PIPING ARRANGEMENT SEE FIRE SPRINKLER PLANS

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GENERAL SITE INFORMATION

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UTILITY PROVIDERS

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TRASH:

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WATER:

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SEWER:

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GAS:

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ELECTRIC:

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TELEPHONE:

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CABLE TV:

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REPUBLIC SERVICES, INC.

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LAS VEGAS VALLEY WATER DISTRICT

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CLARK COUNTY WATER RECLAMATION DISTRICT

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SOUTHWEST GAS CORPORATION

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NV ENERGY

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CENTURYLINK

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COX COMMUNICATIONS LAS VEGAS, INC.

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INT

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IN

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HDWL

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GUT

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GB

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SG

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PL-G

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GR

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GM

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GALV

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FL

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FH

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FA

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FG

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FT

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EXIST

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EVC

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ETS

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EBS

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EC

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ECR

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EMBK

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ELEV

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EM

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E

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EO

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EP

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E/O

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ESMT

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DI

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DWY

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DIA

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DEPT

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CF

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CULV

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CU FT, CF

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CU YD, CY

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COL

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CIP

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C&G

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CSP

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CSAP

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CMP

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COR

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CONST

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CONC, PCC

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COMM

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CO

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CCWRD

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CC

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CNLV

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CM

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COH

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CLV

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CBC

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CL

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C-C

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CATV

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BDRY LINE

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BM

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BVC

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BCR

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BC

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AVE

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ACP

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ACP

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A

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INTERSECTION

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INCH

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HEADWALL

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GUTTER

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GRADE BREAK

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STEEL GAS

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PLASTIC GAS

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GAS PRESSURE REGULATOR

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GAS METER

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GLAVANIZED

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FLOW LINE

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FIRE HYDRANT

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FIRE ALARM

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FINISH GRADE

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FEET/FOOT

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EXISTING

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END OF VERTICAL CURVE

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CATHODE PROTECTION TEST STATION

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CATHODE PROTECTION BOND STATION

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END OF CURVE

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END OF CURB RETURN

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EMBANKMENT

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ELEVATION

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ELECTRIC METER

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ELECTRIC

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EDGE OF OIL

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EDGE OF PAVEMENT

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EAST OF

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EASEMENT

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DROP INLET

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DRIVEWAY

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DIAMETER

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DEPARTMENT

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CURB FACE

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CULVERT

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CUBIC FOOT

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CUBIC YARD

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COLUMN

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CAST IRON PIPE

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CURB & GUTTER

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CORRUGATED STEEL PIPE

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CORRUGATED STEEL ARCH PIPE

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CORRUGATED METAL PIPE

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CORNER

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CONSTRUCTION OR CONSTRUCT

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CONCRETE

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COMMERCIAL

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CLEAN OUT, SEWER

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CLARK COUNTY

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CITY OF NORTH LAS VEGAS

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CITY OF MESQUITE

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CITY OF HENDERSON

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CITY OF LAS VEGAS

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CITY OF BOULDER CITY

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CENTERLINE

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CENTER TO CENTER

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CABLE TELEVISION

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BOUNDARY LINE

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BENCHMARK

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BEGINNING OF VERTICAL CURVE

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BACK OF CURB RADIUS

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BACK OF CURB

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AVENUE

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ASPHALTIC CONCRETE

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ASBESTOS CEMENT PIPE

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ANODE, GAS

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YD

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W/O

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WM

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W

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VCP

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VG

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VC

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VERT

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VAR

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UG

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TYP

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TRANS

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TSI

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TS

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TP

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TC

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TBR

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TBA

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TEMP

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TL

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SLT

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SURV

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STRUCT

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STD

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SD

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SHP

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STA

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SQ YD,SY

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SQ FT, SF

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SW

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S/O

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SHT

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SS

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RD

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R/W

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RT

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RELOC

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RCP

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RCB

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RC

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REINF

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RR

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R

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RP

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PB

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PROP

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PL

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P

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PP

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PCC, CONC

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PCC

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PT

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PC

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PRC

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PI

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PVMT

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OG

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OC

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NTS

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N/O

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MON

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MIN

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MAX

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MH

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LVVWD

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LF

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LT

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YARD

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WEST OF

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WATER METER

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WATER

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VITRIFIED CLAY PIPE

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VALLEY GUTTER

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VERTICAL CURVE

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VERTICAL

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VARIABLE

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UNDERGROUND

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TYPICAL

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TRANSITION

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TRAFFIC SIGNAL INTERCONNECT

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TRAFFIC SIGNAL

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TOP OF PIPE

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TOP OF CURB

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TO BE REMOVED

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TO BE ADJUSTED

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TEMPORARY

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TELEPHONE

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STREETLIGHT

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SURVEY

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STRUCTURAL OR STRUCTURE

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STANDARD

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STORM DRAIN

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STEEL HIGHPRESSURE PIPE

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STATION

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SQUARE YARD

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SQUARE FOOT

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SIDEWALK

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SOUTH OF

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SHEET

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SANITARY SEWER

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ROAD

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RIGHT-OF-WAY

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RIGHT

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RELOCATE

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REINFORCED CONCRETE PIPE

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REINFORCED CONCRETE BOX

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REINFORCED CONCRETE

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REINFORCED

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RAILROAD

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RADIUS

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RADIUS POINT

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PULL BOX

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PROPOSED

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PROPERTY LINE

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POWER

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POWER POLE

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PORTLAND CEMENT CONCRETE

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POINT OF COMPOUND CURVE

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POINT OF TANGENCY

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POINT OF CURVE

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POINT OF REVERSE CURVE

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POINT OF INTERSECITON

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PAVEMENT

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OPEN-GRADED PAVEMENT, ORIGINAL GROUND

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ON CENTER

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NOT TO SCALE

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NORTH OF

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MONOLITHIC

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MINIMUM

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MAXIMUM

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MANHOLE

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LAS VEGAS VALLEY WATER DISTRICT

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LINEAR FEET

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LEFT

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SNWA

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SOUTHERN NEVADA WATER AUTHORITY

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4500 Maryland Parkway

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Las Vegas, Nevada 89154

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CONTACT: Lisa Schock

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PHONE: 702-895-1474

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FAX: 702-895-4960

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NOTE: ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE.

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6/14/2016 6:09 PM T:\CAD\151153\Drawings\Plot Drawings\C-151153-101-CV.dwg

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COVER SHEET

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GENERAL

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----

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151153

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N/A

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GMM

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JNC

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JNC

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C1.01

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1

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7

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CLARK COUNTY, NEVADA

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BUILDING ADDITION

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UNLV VIVARIUM

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A.P.N.: 162-22-601-001 BASIS OF BEARINGS: GRID NORTH AS DEFINED BY THE NORTH AMERICAN DATUM OF 1988 (NAD '88), NEVADA STATE PLANE EAST (2701) ZONE, SAID BEARINGS WERE DETERMINED BY STATIC GLOBAL POSITIONING SYSTEM (GPS) MEASURMENTS PROCESSED BY THE NATIONSL GEODETIC SURVEY DIVISION OF THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION USING THE ON-LINE POSTIONING USER SERVICE (OPUS). THE REFERENCE FRAME USED WAS NAD '83 (CORS98) WITH AN EPOCH OF 2002.0000. ALL DISTANCES SHOWN HEREON ARE GROUND VALUES BENCHMARK: CLARK COUNTY VERTICAL CONTROL #7C11 27NW8. ELEVATION = 2058.365 (FEET), 627.391 (METERS) NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88)

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Sheet List Table

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Sheet Title

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Sheet

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General

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COVER SHEET

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C1.01

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NOTE SHEET

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C1.02

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Demolition Plans

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SHEET 1

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C2.01

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Horizontal Control Plans

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SHEET 1

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C3.01

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Utility Plans

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FIRE LANE ROUTE

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C4.00

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SHEET 1

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C4.01

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Grading Plans

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SHEET 1

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C5.01

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PRIVATE FIRE SERVICE MAIN STANDARD NOTES

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1. A PRIVATE FIRE SERVICE MAIN IS THAT PIPE AND ITS APPURTENANCES ON PRIVATE PROPERTY. A. BETWEEN A SOURCE OF WATER AND THE BASE OF THE RISER (NOT OVER 6 IN. ABOVE FLOOR) FOR WATER-BASED FIRE PROTECTION SYSTEMS. B. BETWEEN A SOURCE OF WATER AND THE BASE ELBOW OF PRIVATE HYDRANTS OR MONITOR NOZZLES. C. THE NEVADA STATE FIRE MARSHAL HAS DETERMINED THAT THE UNDERGROUND PORTIONS OF A SPRINKLER SYSTEM ARE DEFINED AS: THAT PORTION OF THE PIPING BETWEEN A SOURCE OF PUBLIC WATER (USUALLY IN A PUBLIC STREET) AND THE BASE OF THE SPRINKLER RISER (NOT OVER' 6 IN. ABOVE THE FLOOR). 2. THE UNDERGROUND CONTRACTOR INSTALLING THE PRIVATE FIRE SERVICE MAIN SUPPLYING ANY AUTOMATIC FIRE SPRINKLER SYSTEM MUST BE LICENSED BY THE STATE OF NEVADA, STATE FIRE MARSHAL DIVISION, FOR THE UNDERGROUND INSTALLATION OF SPRINKLER PIPING. 3. NEVADA STATE FIRE MARSHAL DIVISION STAFF SHALL WITNESS ALL INSPECTIONS AND TESTS PERFORMED AS PART OF THE PRIVATE FIRE MAIN. 4. ALL VALVES CONTROLLING CONNECTIONS TO WATER SUPPLIES AND TO SPRINKLER PIPING SHALL BE LISTED INDICATING VALVES OR AS APPROVED BY THE NEVADA STATE FIRE MARSHAL DIVISION. 5. ALL VALVES CONTROLLING CONNECTIONS TO WATER SUPPLIES AND TO SPRINKLER PIPING SHALL BE PROTECTED FROM FREEZING WHEN EXPOSED TO TEMPERATURES LESS THAN 40°F. FREEZE PROTECTION SHALL BE PROVIDED IN SUCH A MANNER THAT IT WILL LAST THE LIFETIME OF THE VALVE. 6. ALL VALVES CONTROLLING THE FLOW OF WATER THROUGH A PRIVATE FIRE SERVICE MAIN SUPPLYING WATER FOR AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL BE ELECTRICALLY SUPERVISED WHEN REQUIRED BY THE 2012 INTERNATIONAL FIRE CODE. WHEN REQUIRED, VALVE SUPERVISION AND TROUBLE SIGNALS SHALL BE CONNECTED TO A FIRE ALARM PANEL FOR RETRANSMISSIONS TO AN APPROVED CENTRAL STATION. 7. ALL FIRE DEPARTMENT CONNECTIONS (FDC) FOR FIRE SPRINKLER SYSTEMS SHALL BE LOCATED WITHIN 100 FEET OF FIRE HYDRANT. 8. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA 2013, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES.

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__________ ________________________________________________________ _________ ________________________________________________________ _________ _________ SOUTHWEST GAS CORPORATION DATEDATE

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__________ ________________________________________________________ _________ ________________________________________________________ _________ _________ NV ENERGY DATE DATE NV ENERGY COMPANY ACKNOWLEDGES THAT WE HAVE RECEIVED YOUR PLANS AND WILL PROVIDE SERVICE TO ALL ELECTRICAL NEEDS ASSOCIATED WITH THIS PROJECT. NV ENERGY COMPANY RESERVES THE RIGHT TO ADDRESS ANY EXISTING OR FUTURE CONFLICTS ONCE THE FINAL DESIGN IS COMPLETED. THE NEW SERVICE AND THE RESOLUTION OF ANY CONFLICTS WILL BE ACCOMPLISHED PURSUANT TO THE NEVADA PUBLIC UTILITY COMMISSION'S RULES AND REGULATIONS.

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__________ ________________________________________________________ _________ ________________________________________________________ _________ _________ CLARK COUNTY FIRE DEPARTMENT DATEDATE

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__________ ________________________________________________________ _________ ________________________________________________________ _________ _________ COX COMMUNICATIONS LAS VEGAS, INC. DATEDATE

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CLARK COUNTY FIRE DEPARTMENT

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CENTURYLINK

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NV ENERGY

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SOUTHWEST GAS CORPORATION

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COX COMMUNICATIONS LAS VEGAS, INC

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__________ ________________________________________________________ _________ ________________________________________________________ _________ _________ CLARK COUNTY WATER RECLAMATION DISTRICT DATE DATE CCWRD PROJECT CONTROL NUMBER IS __________. SIGNATURE OF THESE PLANS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR OR AN APPROVAL OF ANY VIOLATION OF CLARK COUNTY WATER RECLAMATION DISTRICT RULES, REGULATIONS, OR DESIGN AND CONSTRUCTION STANDARDS. THE APPROVAL OF THESE DRAWINGS DOES NOT GUARANTEE CAPACITY IN THE DISTRICT'S COLLECTION OR TREATMENT SYSTEM.

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LAS VEGAS VALLEY WATER DISTRICT APPROVED FOR CONSTRUCTION

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__________ ________________________________________________________ __________ LAS VEGAS VALLEY WATER DISTRICT ENGINEERING SERVICES MANAGER DATE DATE PROJECT NO. XXXX SHEETS: XXXXX LVVWD APPROVED FIRE FLOW = XXXX GPM AT 20 PSI RESIDUAL

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__________ ________________________________________________________ _________ ________________________________________________________ _________ _________ CENTRAL TELEPHONE COMPANY D.B.A. CENTURYLINK DATE DATE THE AFFIXED CENTURYLINK APPROVAL DOES NOT ASSUME OR GUARANTEE LIABILITY FOR KNOWN OR UNKNOWN CONFLICTS WITH EXISTING OR PROPOSED IMPROVEMENTS. RESOLUTION OF ANY CONFLICT WILL BE ACCOMPLISHED PURSUANT TO LOCAL ORDINANCES, NEVADA REVISED STATUTES AND/OR PUBLIC UTILITY COMMISSION RULES AND REGULATIONS.

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PROJECT SITE

6345

Sou

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Blv

d.S

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100

Las

Veg

as, N

V 8

9118

Pho

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Sheet Title

Sheet No:


Project

Owner






Consultant





Date: 06/17/2016

PERMIT SET

Job No: 15-061

UNLV VIVARIUM


Copyright, Ltd 2016


C1.02

GENERALNOTESHEET

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6/14/2016 6:09 PM T:\CAD\151153\Drawings\Plot Drawings\C-151153-101-CV.dwg

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NOTE SHEET

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GENERAL

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----

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151153

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N/A

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GMM

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JNC

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JNC

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C1.02

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2

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7

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BUILDING ADDITION

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UNLV VIVARIUM

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(12.34)

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BC

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12.34

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BC

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S

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S

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CONCRETE

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S

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D

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E

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T

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(2210)

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LEGEND

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SCARP LINE

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SAWCUT LINE

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ROW LINE

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PROPERTY LINE

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EASEMENT LINE

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CL OR SURVEY LINE

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CONTOUR LINES

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PROPOSED:

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EXISTING:

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DESCRIPTION:

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SIGNS

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ELEVATIONS

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SPOT

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FIRE

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HYDRANTS

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VALVES

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GATE

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REDUCERS

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CLEAN OUTS

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100w HPS

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STREETLIGHTS

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STREETLIGHTS

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150w HPS

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STREETLIGHTS

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200w HPS

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STREETLIGHTS

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250w HPS

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= SANITARY SEWER

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= STORM DRAIN

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= ELECTRICAL

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= TELEPHONE

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MANHOLE W/

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DESCRIPTION

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AC PAVEMENT

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FENCES

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WALLS

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"L" TYPE CURBS

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"A" TYPE CURBS

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EDGE OF PAVEMENT

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SHEET No.

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SEAL

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SHEET

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OF

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PROJECT No.:

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SHEET

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TITLE

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BY:

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DATE:

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REV.:

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DESCRIPTION:

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HTE No.

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OR VAULT

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UTILITY BOX

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BACKWATER

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VALVES

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BWV

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BWV

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2122

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2122

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DATE:

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SCALE:

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DRAWN BY:

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DESIGNED BY:

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CHECKED BY:

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%%UNOTE:

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1-702-227-2929

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1-702-432-5300

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Call

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before you

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Underground

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Call before you Dig

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CALL

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1-800-227-2600

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OR

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FAST

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T

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S

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-

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R

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E

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E

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N

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I

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G

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N

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E

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P

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R

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O

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F

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E

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S

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S

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I

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O

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N

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A

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L

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A

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T

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E

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O

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F

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N

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E

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V

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A

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D

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A

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N

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o

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.

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GUY M.

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MORRIS

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EXP. 12-31-17

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CIVIL

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1

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4

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5

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2

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6

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6/17/2016

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6/17/2016

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CCWRD PROJECT CONTROL NUMBER IS _______. SIGNATURE ON THESE PLANS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR OR AN APPROVAL OF ANY VIOLATION OF CLARK COUNTY WATER RECLAMATION DISTRICT RULES, REGULATIONS, OR DESIGN AND CONSTRUCTION STANDARDS. THE APPROVAL OF THESE DRAWINGS DOES NOT GUARANTEE CAPACITY IN THE DISTRICT'S COLLECTION OR TREATMENT SYSTEM.

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CLARK COUNTY WATER

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RECLAMATION DISTRICT

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APPROVAL

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DATE:

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1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE DESIGN AND ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE DESIGN AND CONSTRUCTION STANDARDS FOR WASTEWATER COLLECTION SYSTEMS LATEST EDITION; UNIFORM STANDARDS FOR PUBLIC WORKS CONSTRUCTION OFF-SITE IMPROVEMENTS, CLARK COUNTY, NEVADA, AS AMENDED AND THE UNIFORM PLUMBING CODE CONTRACTOR SHALL ADVISE THE CONTROLLING AGENCY OF ANY CONFLICTS DISCOVERED BETWEEN THESE SPECIFICATIONS PRIOR TO PROCEEDING WITH THE WORK GOVERNED BY THE CONFLICTING REQUIREMENTS. THE ENGINEER AND/OR CONTRACTOR SHALL PROPOSE A RESOLUTION TO THE CONFLICT FOR REVIEW BY THE AGENCY PRIOR TO PERFORMING THE WORK AFFECTED BY THE CONFLICT. THE RESOLUTION SHALL GENERALLY BE THE MANNER THAT YIELDS THE HIGHER QUALITY AND/OR PERFORMANCE OF THE WORK. THE CONTROLLING AGENCY SHALL ISSUE WRITTEN APPROVAL FOR THE RESOLUTION OF THE CONFLICT WHICH SHALL BECOME A PART OF THE CONSTRUCTION DOCUMENTS FOR THE WORK. 2. THESE STANDARDS APPLY TO ALL CONSTRUCTION. THESE STANDARDS APPLY TO ALL CONSTRUCTION. 3. SEWER MAINS SHALL BE LAID INDIVIDUALLY IN TRENCHES THAT ARE INDEPENDENT FROM THE SEWER MAINS SHALL BE LAID INDIVIDUALLY IN TRENCHES THAT ARE INDEPENDENT FROM THE TRENCHES FOR OTHER UTILITIES. 4. ALL LATERALS SHALL BE LAID AT SLOPES NOT LESS THAN THE MINIMUM SLOPES SHOWN IN THESE ALL LATERALS SHALL BE LAID AT SLOPES NOT LESS THAN THE MINIMUM SLOPES SHOWN IN THESE SPECIFICATIONS. 5. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PERFORM CONSTRUCTION IN FULL IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PERFORM CONSTRUCTION IN FULL CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. SHOULD THE DEVELOPER, ENGINEER OR CONTRACTOR WISH TO MAKE CHANGES TO THE APPROVED CONSTRUCTION DOCUMENTS, SUCH CHANGES SHALL BE APPROVED BY THE AGENCY PRIOR TO CONSTRUCTION OF THE AFFECTED IMPROVEMENTS. CHANGES CONSTRUCTED WITHOUT AGENCY APPROVAL SHALL BE REMOVED BY THE CONTRACTOR AT ITS OWN EXPENSE AND THE WORK CONSTRUCTED AS DEPICTED IN THE APPROVED CONSTRUCTION DOCUMENTS. 6. SOILS TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 3.15 OF THE DESIGN AND SOILS TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 3.15 OF THE DESIGN AND CONSTRUCTION STANDARDS FOR WASTEWATER COLLECTION SYSTEMS, LATEST EDITION. 7. ALL AIR TESTING, VISUAL INSPECTIONS, SYSTEM CLEANING, DEFLECTION TESTING, TELEVISING, ALL AIR TESTING, VISUAL INSPECTIONS, SYSTEM CLEANING, DEFLECTION TESTING, TELEVISING, PRESSURE TESTING AND LEAKAGE TESTING SHALL BE IN ACCORDANCE WITH SECTION 3.19 OF THE DESIGN AND CONSTRUCTION STANDARDS FOR WASTEWATER COLLECTION SYSTEMS, LATEST EDITION. 8. CUT SHEETS CONFORMING TO SECTION 3.6 OF THE DESIGN AND CONSTRUCTION STANDARDS FOR CUT SHEETS CONFORMING TO SECTION 3.6 OF THE DESIGN AND CONSTRUCTION STANDARDS FOR WASTEWATER COLLECTION SYSTEMS, LATEST EDITION SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CONTROLLING AGENCY FOR REVIEW BEFORE BEGINNING CONSTRUCTION. CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL AUTHORIZED BY THE AGENCY. 9. CONTRACTORS INSTALLING SEWER MAINS THAT WILL BE UNDER THE JURISDICTION OF THE AGENCY CONTRACTORS INSTALLING SEWER MAINS THAT WILL BE UNDER THE JURISDICTION OF THE AGENCY SHALL POSSESS A CLASS "A" LICENSE PER THE NEVADA STATE CONTRACTORS BOARD. 10. WHEN CONNECTING TO AN EXISTING STUB, CONTRACTOR SHALL CLEAN AND TEST BOTH THE NEW AND WHEN CONNECTING TO AN EXISTING STUB, CONTRACTOR SHALL CLEAN AND TEST BOTH THE NEW AND EXISTING PORTION OF THE LINE TO THE NEXT MANHOLE UPSTREAM/DOWNSTREAM. 11. ALL SEWER MANHOLES SHALL BE LOCATED AND CONSTRUCTED SUCH THEY ARE ACCESSIBLE TO ALL SEWER MANHOLES SHALL BE LOCATED AND CONSTRUCTED SUCH THEY ARE ACCESSIBLE TO CONVENTIONAL SEWER MAINTENANCE VEHICLES AT ALL TIMES AND UNDER ALL WEATHER CONDITIONS. THOSE MANHOLES INSTALLED ALONG ACCESS ROADS HAVING SINGLE POINTS OF ENTRY AND EGRESS (I.E. "DEAD-END" ROADS) SHALL HAVE AT LEAST ONE LOCATION ALONG THE ACCESS ROAD HAVING SUFFICIENT WIDTH TO ALLOW TURN-AROUNDS OF VEHICLES HAVING INSIDE TURNING RADII OF 50-FEET. 12. ALL SEWER MAINS UNDER CONSTRUCTION SHALL HAVE A DEBRIS TRAP PER STANDARD DRAWING ALL SEWER MAINS UNDER CONSTRUCTION SHALL HAVE A DEBRIS TRAP PER STANDARD DRAWING SD-30 AT ALL POINTS OF CONNECTION TO THE EXISTING SEWER SYSTEM UNTIL ALL CONSTRUCTION ACTIVITIES INCLUDING FINAL TESTING ARE COMPLETED AND THE SEWER IS READY FOR FINAL ACCEPTANCE BY THE AGENCY. 13. ALL MANHOLES UNDER CONSTRUCTION SHALL HAVE PLUGS PLACED IN THEIR OUTLET PIPES DURING ALL MANHOLES UNDER CONSTRUCTION SHALL HAVE PLUGS PLACED IN THEIR OUTLET PIPES DURING ALL CONSTRUCTION ACTIVITIES TO PREVENT THE MIGRATION OF SEWER CONSTRUCTION DEBRIS DOWNSTREAM. THESE PLUGS MAY BE REMOVED FOR SHORT PERIODS AS NECESSARY TO ACCOMPLISH FINAL SEWER CLEANING AND TESTING TASKS PRIOR TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. 14. PRIOR TO ANY SEWER MAIN BEING PLACED IN SERVICE AND AS A CONDITION OF FINAL ACCEPTANCE, PRIOR TO ANY SEWER MAIN BEING PLACED IN SERVICE AND AS A CONDITION OF FINAL ACCEPTANCE, ALL NEW SEWER MAINS SHALL BE TELEVISED IN ACCORDANCE WITH SECTION 3.19.1E OF THE DESIGN STANDARDS. 15. IF ANY EXISTING MANHOLE HAVING A LINING SYSTEM IS BEING MODIFIED AS PART OF THE IF ANY EXISTING MANHOLE HAVING A LINING SYSTEM IS BEING MODIFIED AS PART OF THE CONSTRUCTION OF THE NEW SANITARY SEWER, THAT LINING SHALL BE RESTORED TO ITS ORIGINAL CONDITION PRIOR TO THE MODIFICATION USING LINING MATERIALS AND SYSTEMS THAT ARE FULLY COMPATIBLE WITH THE ORIGINAL LINING. 16. FIELD-INSTALLED SEWER LINING SYSTEMS MAY NOT BE INSTALLED UNTIL AFTER ALL MANHOLE FIELD-INSTALLED SEWER LINING SYSTEMS MAY NOT BE INSTALLED UNTIL AFTER ALL MANHOLE CONSTRUCTION TASKS ARE COMPLETED, INCLUDING BACKFILLING AND INITIAL GRADE ADJUSTMENTS, BUT PRIOR TO FINAL GRADE ADJUSTMENTS. 17. NEW SEWERS HAVING GRADES OF 0.5 PERCENT OR LESS SHALL BE STAKED FOR CONSTRUCTION AT A NEW SEWERS HAVING GRADES OF 0.5 PERCENT OR LESS SHALL BE STAKED FOR CONSTRUCTION AT A MAXIMUM OF 25-FEET ON CENTER. 18. SEWER LATERALS SHALL BE CONNECTED TO SEWER MAINS ONLY. LATERALS MAY NOT BE SEWER LATERALS SHALL BE CONNECTED TO SEWER MAINS ONLY. LATERALS MAY NOT BE CONNECTED TO SANITARY SEWER MANHOLES UNLESS APPROVED BY THE AGENCY. 19. SEWER PIPE MATERIAL, PIPE SPECIFICATIONS, WALL THICKNESS, INTERNAL DIAMETER AND PIPE SLOPE SEWER PIPE MATERIAL, PIPE SPECIFICATIONS, WALL THICKNESS, INTERNAL DIAMETER AND PIPE SLOPE SHALL BE UNIFORM BETWEEN MANHOLES. CHANGES IN PIPE MATERIALS, SPECIFICATIONS, WALL THICKNESSES, INTERNAL DIAMETER AND/OR PIPE SLOPES SHALL BE MADE AT MANHOLES ONLY. 20. LOCATOR RIBBON AND MARKER BALLS SHALL BE PLACED ABOVE ALL NEW SANITARY SEWERS, LOCATOR RIBBON AND MARKER BALLS SHALL BE PLACED ABOVE ALL NEW SANITARY SEWERS, LATERALS AND FORCE MAINS IN ACCORDANCE WITH SECTION 3.14 OF THE DESIGN STANDARDS. 21. MANHOLE PROTECTION NOTE: WHEN ADJUSTING MANHOLES, THE CONTRACTOR SHALL INSTALL MANHOLE PROTECTION NOTE: WHEN ADJUSTING MANHOLES, THE CONTRACTOR SHALL INSTALL PLYWOOD COVERS IN SANITARY SEWER MANHOLE INVERTS AS WELL AS STEEL PLATE COVERS OVER MANHOLES (AFTER MANHOLE RINGS/FRAME ARE REMOVED) TO PREVENT DEBRIS FROM ENTERING SEWER MANHOLES AND CORRESPONDING LINES. DEBRIS IN THE MANHOLES SHALL BE REMOVED PRIOR TO PLYWOOD REMOVABLE. PLYWOOD AND STEEL COVERS FOR MANHOLES SHALL BE INSTALLED AND REMOVED IN THE PRESENCE OF CCWRD INSPECTOR. ALL DEBRIS DROPPED INTO THE SEWER MANHOLES AND CORRESPONDING LINES SHALL BE RETRIEVED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL CLEAN (E.G., JET VAC OR EQUIVALENT) THE DEBRIS OUT OF THE AFFECTED MANHOLES AND/OR SEWER LINES IN THE PRESENCE OF CCWRD INSPECTOR AND APPROVED BY THE CONSTRUCTION MANAGER. 22. MANHOLE ADJUSTMENTS SHALL BE PER DCSWCS, LATEST EDITION, PER SD4 AND SD5. IF CORROSION MANHOLE ADJUSTMENTS SHALL BE PER DCSWCS, LATEST EDITION, PER SD4 AND SD5. IF CORROSION PROTECTION EXISTS ON MANHOLE CONCRETE SURFACES, CONTRACTOR SHALL PREPARE SURFACE AND REAPPLY IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. CCWRD INSPECTOR SHALL BE PRESENT DURING THE WORK, AT AGENCY DISCRETION. CONTRACTOR SHALL COORDINATE A MINIMUM OF 24 HOURS IN ADVANCE OF THE WORK.

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CLARK COUNTY WATER RECLAMATION DISTRICT NOTES

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STORMWATER MANAGEMENT NOTES:

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1. THE CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL EACH DAY REMOVE ALL SEDIMENT, THE CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL EACH DAY REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO, OR ACCUMULATED IN, THE PUBLIC RIGHTS OF WAY OF CLARK COUNTY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SUCH MATERIALS SHALL BE PREVENTED FROM ENTERING THE STORM SEWER SYSTEM. 2. ADDITIONAL CONSTRUCTION SITE DISCHARGE BEST MANAGEMENT PRACTICES MAY BE REQUIRED OF THE ADDITIONAL CONSTRUCTION SITE DISCHARGE BEST MANAGEMENT PRACTICES MAY BE REQUIRED OF THE OWNER AND HIS OR HER AGENTS DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE SUBMITTED PLAN DOES NOT MEET THE PERFORMANCE STANDARDS SPECIFIED IN THE CLARK COUNTY BUILDING ADMINISTRATIVE CODE 24.40 AND THE LAS VEGAS VALLEY CONSTRUCTION SITE BMP GUIDANCE MANUAL. 3. TEMPORARY OR PERMANENT STABILIZATION PRACTICES WILL BE INSTALLED ON DISTURBED AREAS AS TEMPORARY OR PERMANENT STABILIZATION PRACTICES WILL BE INSTALLED ON DISTURBED AREAS AS SOON AS PRACTICABLE AND NO LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. SOME EXCEPTIONS MAY APPLY; REFER TO THE NEVADA STORMWATER GENERAL PERMIT FOR CONSTRUCTION ACTIVITY NVR100000, TO THE NEVADA STORMWATER GENERAL PERMIT FOR CONSTRUCTION ACTIVITY NVR100000, SECTION III.A.5. 4. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL DISTURBED AREAS, AREAS USED AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL DISTURBED AREAS, AREAS USED FOR STORAGE OF MATERIALS AND EQUIPMENT THAT ARE EXPOSED TO PRECIPITATION, VEHICLE ENTRANCE AND EXIT LOCATIONS, AND ALL BMPs WEEKLY, AND WITHIN 24 HOURS AFTER ANY RAIN EVENT OF 0.5 INCHES OR MORE. THE CONTRACTOR OR HIS AGENT SHALL UPDATE OR MODIFY THE STORMWATER POLLUTION PREVENTION PLAN AS NECESSARY. SOME EXCEPTIONS TO WEEKLY INSPECTIONS MAY APPLY, SUCH AS SUSPENSION OF LAND DISTURBANCE ACTIVITIES. REFER TO THE NEVADA STORMWATER GENERAL PERMIT FOR CONSTRUCTION ACTIVITY NVR100000, SECTION III.A.12. 5. ACCUMULATED SEDIMENT IN BMPs SHALL BE REMOVED WITHIN SEVEN DAYS AFTER A STORMWATER ACCUMULATED SEDIMENT IN BMPs SHALL BE REMOVED WITHIN SEVEN DAYS AFTER A STORMWATER RUNOFF EVENT OR PRIOR TO THE NEXT ANTICIPATED STORM EVENT, WHICHEVER IS EARLIER. SEDIMENT MUST BE REMOVED WHEN BMP DESIGN CAPACITY HAS BEEN REDUCED BY 50 PERCENT OR MORE.

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GENERAL CONSTRUCTION NOTES

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SUMMARY OF RECOMMENDED OVEREXCAVATION DEPTHS:

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GEOTECHNICAL RECOMMENDATIONS

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CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION. EXTENT OF TRANSITIONS TO BE DETERMINED BY THE STATE INSPECTOR. 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM INFORMATION LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM INFORMATION RECEIVED FROM THE APPLICABLE UTILITY CO'S AND PHYSICAL POTHOLING PERFORMED UNDER THE DIRECTION OF UNLV. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT IN THE LOCATION SHOWN PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR'S RESPONSIBILITY REGARDING UTILITIES SHALL BE AS REQUIRED UNDER SECTION 107.17 OF THE UNIFORM STANDARD SPECIFICATIONS FOR CLARK COUNTY AREA, NEVADA AND AS PROVIDED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING OVER OR NEAR EXISTING GAS MAINS AND UNDERGROUND POWER LINES. 2. ALL CONSTRUCTION AND MATERIALS FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE ALL CONSTRUCTION AND MATERIALS FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE "UNIFORM STANDARD SPECIFICATIONS AND STANDARDS DRAWINGS CLARK COUNTY AREA, NEVADA AND CLARK COUNTY SUPPLEMENT TO UNIFORM STANDARD DRAWINGS AND SPECIFICATIONS," LATEST REVISION. 3. 48 HOURS PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL CONTACT: 48 HOURS PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL CONTACT: LAS VEGAS VALLEY WATER DISTRICT 258-7171 258-7171 NEVADA POWER COMPANY 244-7171 244-7171 CENTURYLINK TELEPHONE COMPANY 633-8400 633-8400 SOUTHWEST GAS CORPORATION 365-2296 365-2296 COX COMMUNICATIONS (CABLE CO.) 384-8084 384-8084 4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE FROM DAMAGE, AND ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED SATISFACTORY TO THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR. 5. ALL BARRICADING AND TEMPORARY TRAFFIC CONTROL DEVICES OR METHODS USED DURING ALL BARRICADING AND TEMPORARY TRAFFIC CONTROL DEVICES OR METHODS USED DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CLARK COUNTY TRAFFIC CONTROL PLANS. 6. THE QUANTITIES GIVEN IN THE DRAWINGS ARE APPROXIMATE ONLY, BEING GIVEN AS A BASIS FOR THE QUANTITIES GIVEN IN THE DRAWINGS ARE APPROXIMATE ONLY, BEING GIVEN AS A BASIS FOR THE COMPARISON OF BIDS, AND THE OWNER DOES NOT EXPRESSLY OR BY IMPLICATION, AGREE THAT THE ACTUAL AMOUNT OF WORK WILL CORRESPOND THEREWITH, BUT RESERVES THE RIGHT TO MAKE SUCH ALTERATIONS, DEVIATIONS, ADDITIONS TO OR OMISSIONS FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE RIGHT TO INCREASE OR DECREASE THE QUANTITY OF ANY ITEM OR PORTION OF THE WORK, AS MAY BE DEEMED BY THE OWNER TO BE NECESSARY. ANY SUCH CHANGES WILL BE SET FORTH IN A CONTRACT CHANGE ORDER WHICH WILL SPECIFY, IN ADDITION TO THE WORK TO BE DONE IN CONNECTION WITH THE CHANGE MADE, ADJUSTMENT OF CONTRACT TIME, IF ANY, AND THE BASIS OF COMPENSATION FOR SUCH WORK. A CONTRACT CHANGE ORDER WILL NOT BECOME EFFECTIVE UNTIL APPROVED BY THE OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERTICAL ADJUSTMENT OF ALL EXISTING THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERTICAL ADJUSTMENT OF ALL EXISTING SANITARY, WATER AND STORM SEWER MANHOLES TO THE FINAL FINISH GRADES IN ACCORDANCE WITH SECTION 31 22 00 OF THE STANDARD SPECIFICATIONS. 8. REMOVAL OR RELOCATION OF POWER POLES, TELEPHONE POLES, JOINTLY-OWNED POLES AND REMOVAL OR RELOCATION OF POWER POLES, TELEPHONE POLES, JOINTLY-OWNED POLES AND APPURTENANCES WHICH INTERFERE WITH IMPROVEMENTS REQUIRED TO BE CONSTRUCTED UNDER THIS CONTRACT, SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERTICAL ADJUSTMENT OF ALL TELEPHONE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERTICAL ADJUSTMENT OF ALL TELEPHONE COMPANY MANHOLES TO THE FINAL FINISH GRADES AS SHOWN ON THE CONTRACT DRAWINGS. 10. ALL CONCRETE FOR THIS PROJECT SHALL USE TYPE V CEMENT. ALL CONCRETE FOR THIS PROJECT SHALL USE TYPE V CEMENT. 11. ALL SITE GRADING WORK SHALL BE IN STRICT ACCORDANCE WITH THE SOILS REPORT FOR THE SITE. ALL SITE GRADING WORK SHALL BE IN STRICT ACCORDANCE WITH THE SOILS REPORT FOR THE SITE. ALL WORK SHALL BE PERFORMED UNDER THE DIRECTION OF A REGISTERED PROFESSIONAL SOILS ENGINEER. 12. SLOPES STEEPER THAN 4:1 AND FINE-GRAINED MATERIALS THAT HAVE BEEN DISTURBED (SANDY AND SLOPES STEEPER THAN 4:1 AND FINE-GRAINED MATERIALS THAT HAVE BEEN DISTURBED (SANDY AND SILTY MATERIALS), SHOULD BE PROTECTED WITH BURLAP AND OTHER EROSION CONTROL FABRIC/MATERIAL, UNLESS OTHERWISE SPECIFIED BY THE LANDSCAPE DRAWINGS AND SPECIFICATIONS, OR THE SOILS REPORT. 13. CONTRACTOR SHALL ADHERE TO ALL CURRENT OSHA REGULATIONS CONTRACTOR SHALL ADHERE TO ALL CURRENT OSHA REGULATIONS 14. ANY CALICHE ENCOUNTERED DURING EXCAVATION SHALL BE REMOVED AND HAULED OFF-SITE FOR DISPOSAL 15. OVEREXCAVATION: THE UPPER ON-SITE SOILS ARE GENERALLY LOOSE IN CONSISTENCY AND WOULD NOT BE SUITABLE FOR SUPPORT OF PROPOSED BUILDING IN THEIR CURRENT STATE. WE RECOMMEND THAT THE UPPER SOILS BELOW STRUCTURE BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL. IN ORDER TO IMPROVE THE LONG TERM SUPPORT FOR THE BUILDING, THE NATIVE SOILS WITHIN 2 FEET BELOW THE BOTTOM OF THE FOUNDATIONS SHOULD BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL. THE OVEREXCAVATED SOILS CAN BE REUSED AS STRUCTURAL FILL PROVIDED THEY MEET THE RECOMMENDATIONS FOR ONSITE FILL PRESENTED IN THE GEOTECHNICAL REPORT. THE OVEREXCAVATION SHOULD INCLUDE THE ENTIRE BUILDING AREA AND AT LEAST 5 FEET BEYOND IN PLAN VIEW, WHERE POSSIBLE. LOCALLY DEEPER REMOVALS MAY BE NECESSARY BASED ON THE FIELD CONDITIONS EXPOSED. 16. FILL PLACEMENT & COMPACTION: FILL SOILS SHALL BE PLACED IN 8" (MAX) LIFTS, CLEANED OF VEGETATION AND DEBRIS, BROUGHT TO NO LESS THAN MINUS 2 PERCENT OF OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION PER ASTM D-1557 FOR FILLS WITHIN 5 FEET OF FINAL GRADE. 17. FILL MATERIAL: ONSITE SOILS MAY BE USED AS FILL. MATERIAL SHOULD BE WITHIN THE FOLLOWING MINIMUM RECOMMENDATIONS: - MAINTAIN LESS THAN 4 PERCENT EXPANSION - 100 PERCENT PASSING THE THREE-INCH SCREEN - MAINTAIN 5 PERCENT OR MORE PASSING THE #200 SCREEN IMPORTED SOILS: IMPORTED GRANULAR FILL MAY BE REQUIRED AT THE SITE. A SAMPLE OF ANY IMPORTED MATERIAL SHOULD FIRST BE SUBMITTED TO GEOTEK SO THAT, IF NECESSARY, ADDITIONAL LABORATORY OR CHEMICAL TESTING CAN BE PERFORMED TO VERIFY THAT THE IMPORTED MATERIAL IS SUITABLE AS FILL. THE IMPORT MATERIAL SHOULD BE WITHIN THE FOLLOWING MINIMUM RECOMMENDATIONS: - FREE OF ORGANIC MATTER AND DEBRIS - MAINTAIN LESS THEN 0.1 PERCENT SULFATE CONTENT - NON-SOLUBLE - MAINTAIN LESS THAN 0.2 PERCENT SODIUM SULFATE CONTENT - LESS THAN 3.0 PERCENT EXPANSION - 100 PERCENT PASSING THE TWO-INCH SCREEN - MAINTAIN 5 TO 20 PERCENT PASSING THE #200 SCREEN 18. ANY EXISTING UTILITIES DISTURBED SHALL BE RETURNED TO OPERATING CONDITION AS SOON AS POSSIBLE AND AT THE CONTRACTORS EXPENSE. 19. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" PRIOR TO CONSTRUCTION. 20. CONTRACTOR TO REPAIR/REPLACE ALL DISTURBED LANDSCAPING. 21. IF TRANSITE PIPE (ACP) IS DISTURBED, CONTRACTOR MUST CONTACT ABATEMENT COMPANY FOR REMEDIATION AND CLEAN-UP.

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Date: 06/17/2016

PERMIT SET

Job No: 15-061

UNLV VIVARIUM


Copyright, Ltd 2016


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REMOVAL OF EXISTING ACTIVE UTILITIES TO BE PHASED AS DIRECTED BY OWNER.

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CONTRACTOR TO INCLUDE COST OF UNDERGROUND UTILITY DETECTION COMPANY TO LOCATE AND MARK ALL EXISTING UTILITIES PRIOR TO ANY DEMOLITION OR EXCAVATION. ENGINEER TO BE PROVIDED WITH AS-BUILT SKETCH OF EXISTING UTILITIES, AND IS TO BE NOTIFIED IMMEDIATELY OF ANY POTENTIAL CONFLICTS WITH PROPOSED UTILITIES AND/OR FINISHED GRADES.

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%%UNOTE:

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DEMOLITION NOTES:

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- NOT ALL NOTES USED ON THIS SHEET -

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EX. SIDEWALK, PROTECT IN PLACE.

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EX. LANDSCAPING, PROTECT IN PLACE

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EX. BUILDING / EQUIPMENT PROTECT IN PLACE.

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EX. SIGNAGE TO REMAIN, PROTECT IN PLACE.

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EX. AREA LIGHT TO REMAIN, PROTECT IN PLACE.

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EX. PB TO REMAIN. PROTECT IN PLACE.

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EX. LANDSCAPING TO BE REMOVED.

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EX. IRRIGATION IMPROVEMENTS TO BE REMOVED/RELOCATED. REFER TO LANDSCAPE/IRRIGATION PLANS FOR IRRIGATION RELOCATION.

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EX. PB TO BE REMOVED.

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EX. COMM AND RELATED CONDUIT TO BE REMOVED / ABANDONED.

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REMOVE EXISTING BUILDING.

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EX. FURNACE TO BE REMOVED.

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EX. GAS LINE TO BE REMOVED. CUT AND CAP. ABANDON / REMOVE PIPE.

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EX. FENCING TO BE REMOVED.

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EX. CMU WALL AND GATE TO BE REMOVED.

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EX. SIDEWALK TO BE REMOVED.

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REMOVE EX. AREA DRAIN. SEE UTILITY PLAN FOR PIPE EXTENSION TO NEW CAGE.

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REMOVE EX. A CURB.

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EX. WATER LINE TO BE REMOVED. CUT AND CAP. ABANDON / REMOVE PIPE.

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EX. WASTE LINE TO BE REMOVED. CUT AND CAP. ABANDON / REMOVE PIPE.

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EXISTING WASTE PIPING TO REMAIN FOR CAGE DRAINAGE. SEE UTILITY PLAN.

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REMOVE AND REPLACE A PORTION OF EXISTING SIDEWALK TO FACILITATE UTILITY INSTALLATIONS MATCH EXISTING GRADES.

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CONTRACTOR SHALL COORDINATE REMOVAL AND RELOCATION OF LANDSCAPE AND IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL COORDINATE THE SALVAGE AND STORAGE OF EXIST. LANDSCAPE IMPROVEMENTS WITH SITE FACILITY STAFF.

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%%UIRRIGATION COORDINATION NOTE:

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NOTE TO CONTRACTOR: CONTRACTOR TO DISPOSE OF ALL DEMOLISHED MATERIALS PER NSPWD, LOCAL, STATE AND FEDERAL REQUIREMENTS.

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HVAC

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EXISTING BUILDING FF=2027.36

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SUBJECT PROPERTY 162-22-601-001 UNIVERSITY BOARD OF REGENTS AFFECTED AREA: ±0.17 ACRES

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EXISTING AC PAVEMENT PARKING

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MECH YARD

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RUNS ALONG CEILING

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RUNS ALONG TOP OF WALL

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1-1/2"G TERMINATES AT 1-1/2" MAIN IN HALL CEILING

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1" ICW TERMINATES AT 1" MAIN IN HALL CEILING

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3"WASTE TERMINATES AT 3" MAIN IN HALL FLOOR

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EXISTING PARKING METER PROTECT IN PLACE TYPICAL

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RE-ROUTE EXISTING LOW VOLTAGE AROUND PROPOSED WATER IMPROVEMENTS SEE SHEET C4.01 FOR WATER INSTALLS. SEE ELECTRICAL PLANS BY OTHERS FOR CONDUIT AND WIRING REQUIREMENTS.

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EXISTING GATE TO REMAIN PROTECT IN PLACE

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LIMITS OF CONSTRUCTION

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CORNER OF EXISTING MECHANICAL BUILDING

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LEAVE A PORTION OF EXISTING LATERAL FOR CLEAN-OUT INSTALL. SEE UTILITY PLAN

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HW

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EXIST. 10" SS @ 1.33%

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EXIST MH#2117 RIM - (2026.62) INV IN (W) - (2016.15) INV OUT (E) - (2016.10)

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EXIST. 10" SS @ 0.92%

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EXIST. 8" W

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EXIST. 8" W

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EXIST. 2" PE G (SWG)

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EXIST. 2" PE G (SWG)

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EXIST. 2" PE G (UNLV)

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EXIST. NVE

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EXIST. 5KV (UNLV)

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EXIST. NVE

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EXIST. NVE

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EXIST. 5KV (UNLV)

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EXIST. 5KV (UNLV)

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EXIST. COMM.

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EXIST. COMM.

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EXIST. IRRIGATION LOOP

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EXIST. IRRGATION

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EXIST. IRRGATION

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EXIST NVE FUSE CABINET

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SAWCUT AND REMOVE A PORTION OF EX. A-CURB

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1 inch = ft.

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6/14/2016 6:10 PM T:\CAD\151153\Drawings\Plot Drawings\C-151153-201-DM.dwg

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SHEET 1

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DEMOLITION PLANS

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----

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151153

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1"=10'

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GMM

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JNC

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JNC

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C2.01

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3

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BUILDING ADDITION

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UNLV VIVARIUM

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%%UVICINITY MAP

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NOT TO SCALE

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(12.34)

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SCARP LINE

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ROW LINE

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PROPERTY LINE

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CL OR SURVEY LINE

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CONTOUR LINES

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SIGNS

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ELEVATIONS

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SPOT

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FIRE

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HYDRANTS

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VALVES

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GATE

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REDUCERS

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CLEAN OUTS

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100w HPS

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STREETLIGHTS

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STREETLIGHTS

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150w HPS

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200w HPS

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250w HPS

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= SANITARY SEWER

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= STORM DRAIN

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= ELECTRICAL

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= TELEPHONE

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MANHOLE W/

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DESCRIPTION

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AC PAVEMENT

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FENCES

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WALLS

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"L" TYPE CURBS

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"A" TYPE CURBS

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EDGE OF PAVEMENT

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SEAL

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OF

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REV.:

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DESCRIPTION:

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HTE No.

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OR VAULT

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UTILITY BOX

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BACKWATER

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VALVES

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BWV

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BWV

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2122

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2122

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PROJECT SITE

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1-702-227-2929

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1-702-432-5300

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Call

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before you

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CALL

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OR

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FAST

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COTTAGE

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HARMON

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PARADISE

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TROPICANA

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FLAMINGO

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S. MARYLAND PKWY.

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CLAYMONT

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PARKING

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AREA

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UNIVERSITY

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BRUSSELS

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GUY M.

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MORRIS

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EXP. 12-31-17

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CIVIL

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1

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6/17/2016

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6/17/2016

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MATCHLINE - SEE

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ABOVE

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MATCHLINE - SEE

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Sheet Title

Sheet No:


Project

Owner






Consultant





Date: 06/17/2016

PERMIT SET

Job No: 15-061

UNLV VIVARIUM


Copyright, Ltd 2016


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SIGN

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HVAC

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EXISTING BUILDING FF=2027.36

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SUBJECT PROPERTY 162-22-601-001 UNIVERSITY BOARD OF REGENTS AFFECTED AREA: ±0.17 ACRES

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EXISTING AC PAVEMENT PARKING

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MECH YARD

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FF:2027.50 PAD:2026.83

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Y

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FIRE RISER

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FDC

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6/14/2016 6:10 PM T:\CAD\151153\Drawings\Plot Drawings\C-151153-301-HC.dwg

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SHEET 1

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HORIZONTAL CONTROL PLANS

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151153

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1"=10'

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GMM

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JNC

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JNC

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C3.01

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4

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BUILDING ADDITION

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SIGNS

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VALVES

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GATE

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CLEAN OUTS

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150w HPS

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200w HPS

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250w HPS

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= SANITARY SEWER

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= STORM DRAIN

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= ELECTRICAL

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= TELEPHONE

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MANHOLE W/

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DESCRIPTION

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AC PAVEMENT

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FENCES

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WALLS

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"L" TYPE CURBS

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"A" TYPE CURBS

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EDGE OF PAVEMENT

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DESCRIPTION:

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HTE No.

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OR VAULT

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UTILITY BOX

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BACKWATER

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VALVES

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BWV

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BWV

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2122

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2122

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PROJECT SITE

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1-702-227-2929

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1-702-432-5300

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Call

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before you

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CALL

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1-800-227-2600

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COTTAGE

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EXP. 12-31-17

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CIVIL

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1

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6/17/2016

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Sheet Title

Sheet No:


Project

Owner






Consultant





Date: 06/17/2016

PERMIT SET

Job No: 15-061

UNLV VIVARIUM


Copyright, Ltd 2016


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BHS

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SEB

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PES

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BGC

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SFB

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TAY

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RRC

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LBC-2

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LBC

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LBC-1

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ALB

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LBC-3

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LBC-4

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LBC-5

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SEP

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HBL

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24' FIRE LANE

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24' FIRE LANE

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24' FIRE LANE

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FIRE LANE ROUTE

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BWV

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BWV

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S. MARYLAND PKWY.

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I

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G

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N

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E

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P

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R

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O

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F

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E

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S

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S

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I

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O

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N

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A

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L

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A

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T

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E

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O

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F

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N

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E

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V

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A

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D

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A

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N

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o

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.

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GUY M.

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MORRIS

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EXP. 12-31-17

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CIVIL

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1

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4

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5

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2

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6

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6/17/2016

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6/17/2016

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6/14/2016 6:10 PM T:\CAD\151153\Drawings\Plot Drawings\C-151153-400-FRP.dwg

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FIRE LANE ROUTE

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UTILITY PLANS

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----

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151153

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1"=10'

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GMM

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JNC

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JNC

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C4.00

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5

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7

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BUILDING ADDITION

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UNLV VIVARIUM

Documents

UNLV VIVARIUM B... · UNLV VIVARIUM UNIVERSITY OF NEVADA, ... Allowable Area / Height: ... Section 506.3 Sprinkler Increase I(s) = 2 Section 506.1 Building Area Modifications