Attachment_2_-_DRAWINGS.pdf
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- USGS Buildings 500 and 800 Remodel
- Solicitation number
- 140R3019R0016
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Solicitation No.: 140R3019R0016 USGS Building 500
Attachment 2
DRAWINGS
This page left intentionally blank
DESIGN TEAM
CLIENT:
PROJECT ADDRESS:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS
ARE THE PROPERTY OF TATE SNYDER
KIMSEY ARCHTECTS AND MAY NOT BE
REPRODUCED OR USED FOR ANY
PURPOSE WITHOUT THE ARCHITECTS
WRITTEN CONSENT. AS INSTRUMENTS OF
SERVICE, THESE DOCUMENTS ARE NOT
FINAL AND READY FOR USE, AND
THEREFORE NOT VALID, UNLESS THEY ARE
SEALED, SIGNED AND DATED.
Consultant
314 South Water Street Henderson, NV 89015 phone: 702.456.3000 fax: 702.898.6209 www.tska.com
STRUCTURAL ENGINEER
M.A. Engineering, Inc.
3281 S. Highland Dr. Suite 813
Las Vegas, Nevada 89109
MECHANICAL / PLUMBING /
ELECTRICAL ENGINEER
JBA Consulting Engineers 5155 W. Patrick Lane, Suite 100
Las Vegas, Nevada 89119
COST ESTIMATOR
ESG Construction Consultants 11549 Snow Creek Avenue Las Vegas, Nevada 89135
CIVIL ENGINEER
Lochsa Engineering 6345 South Jones Suite 100
Las Vegas, Nevda 89118
BUILDING 500 RENOVATION
BUREAU OF RECLAMATION
BID DOCUMENTS
3/22/2019
DATE STREET CAMPUS
BUILDING 500
BOULDER CITY, NV
BID DOCUMENTS
3/22/2019
Job No: 16-011
BUILDING 500
RENOVATION
DATE STREET CAMPUS
BUILDING 500
BOULDER CITY, NV
BUREAU OF
RECLAMATION
Copyright, Ltd 2019
3.22.19
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 TO
FACE 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
ROOM NAME
101 150 SF 15 10
A7.01
SIM
12' - 0"
ACT
LEVEL 1
100' - 0"
A7.01
SIM
A7.11
SIM
A1
A
ROOM
NAME
KEYNOTE
ACCESSORY TAG
EQUIPMENT TAG
FINISH TAG
GLAZING TAG
CEILING TAG
DOOR TAG
REVISION TAG
WALL TAG
WINDOW TAG
DATUM POINT
APPLIED WALL
TREATMENT TAG
W-1A
BUILDING WALL
SIMILAR (IF APPLICABLE)
EXTERIOR INTERIOR
ELEVATION NUMBER
SHEET NUMBER
ELEVATIONS
A6.01
1 A5.01
GRID LINE LEVEL
NOTE:
100' - 0" ELEVATION IS
EQUAL TO FINISH FLOOR
ELEVATION SHOWN ON
CIVIL DRAWINGS.
DETAIL NUMBER
SHEET NUMBER
SIMILAR (IF APPLICABLE)
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS
ARE THE PROPERTY OF TATE SNYDER
KIMSEY ARCHTECTS AND MAY NOT BE
REPRODUCED OR USED FOR ANY
PURPOSE WITHOUT THE ARCHITECTS
WRITTEN CONSENT. AS INSTRUMENTS OF
SERVICE, THESE DOCUMENTS ARE NOT
FINAL AND READY FOR USE, AND
THEREFORE NOT VALID, UNLESS THEY ARE
SEALED, SIGNED AND DATED.
Consultant
314 South Water Street Henderson, NV 89015 phone: 702.456.3000 fax: 702.898.6209 www.tska.com
G0.00
Date: 3/22/2019
GENERAL SHEET
BID DOCUMENTS
Job No: 16-011
BUILDING 500
RENOVATION
DATE STREET CAMPUS
BUILDING 500
BOULDER CITY, NV
BUREAU OF
RECLAMATION
Copyright, Ltd 2019
# SHEET NAME 3
S
D
/1
/1
C
D
/1
/1
O W
N E
R R
E V
IE
W
/2
/1
B
ID
D O
C U
M E
N T
S
/2 /1
00_COVER SHEET
0.0 COVER SHEET ● ● ● ●
01_GENERAL
G0.00 GENERAL SHEET ● ● ● ●
G0.01 GENERAL ACCESSIBILITY DESIGN CRITERIA ● ● ● ●
G0.02 ENERGY COMPLIANCE ●
G1.01 BLDG 500 - LIFE SAFETY PLAN ● ● ● ●
02_CIVIL
C1.01 GENERAL COVER SHEET ● ● ● ●
C1.02 GENERAL NOTE SHEET ● ● ● ●
C2.01 UTILITY PLANS UTILITY SHEET ● ● ● ●
03_ARCHITECTURAL SITE
AS1.01 ARCHITECTURAL SITE PLAN ● ● ● ●
05_ARCHITECTURAL
A1.01 BLDG 500 - FLOOR AND DEMO PLANS ● ● ● ●
A1.20 ENLARGED PLANS AND INTERIOR ELEVATIONS ● ●
A1.21 DETAILS ● ●
A1.40 FINISH PLAN ● ●
A2.01 ROOM FINISH - DOOR SCHEDULE - DOOR AND
FRAME TYPES
A2.02 SIGNAGE SCHEDULE AND DETAILS ● ●
A2.10 DOOR AND WINDOW DETAILS / PARTITION TYPES
AND DETAILS
A3.01 BLDG 500 - REFLECTED CEILING PLAN ● ● ● ●
A3.10 CEILING DETAILS ● ●
A4.01 BLDG 500 - ROOF PLAN ● ● ● ●
A4.10 ROOF DETAILS ● ●
A6.01 BLDG 500 - EXTERIOR ELEVATIONS AND
BUILDING SECTIONS
A8.01 CASEWORK PLAN AND ELEVATIONS ● ● ●
A8.10 MILLWORK DETAILS ● ●
06_STRUCTURAL
S0.01 COVER SHEET ● ● ●
S0.02 GENERAL NOTES ● ● ●
S1.11 BUILDING 500 FIRST FLOOR DEMOLITION PLAN ● ● ●
S2.01 BUILDING 500 FIRST FLOOR SUPPORT PLAN ● ● ●
S2.11 BUILDING 500 FIRST FLOOR PLAN ● ● ●
S2.21 BUILDING 500 ROOF FRAMING PLAN ● ● ●
S5.01 SECTIONS AND DETAILS ● ● ●
08_MECHANICAL
M0.00 COVER SHEET ● ● ● ●
M0.01 GENERAL NOTES ● ● ● ●
M0.02 SCHEDULES ● ● ● ●
M0.03 SCHEDULES ● ● ● ●
M2.00 MECHANICAL ZONING AND CONTROL DIAGRAMS ● ● ● ●
M2.01 FLOOR AND DEMO MECHANICAL PLANS ● ● ● ●
M4.01 ROOF MECHANICAL PLAN ● ● ● ●
M7.00 DESIGN DETAILS ● ● ● ●
M8.00 MECHANICAL SECTIONS ● ● ● ●
09_PLUMBING
P0.00 COVER SHEET ● ● ● ●
P0.01 GENERAL NOTES ● ● ● ●
P0.02 SCHEDULES ● ● ● ●
P2.01 FLOOR AND DEMO WASTE AND VENT PLANS ● ● ● ●
P3.01 FLOOR AND DEMO DOMESTIC WATER PLANS ● ● ● ●
P4.01 ROOF PLUMBING ● ● ● ●
P5.00 PLUMBING ISOMETRIC DIAGRAMS ● ●
P5.01 GAS ISOMETRIC DIAGRAM ● ●
P7.00 DESIGN DETAILS ● ● ● ●
10_ELECTRICAL
E0.00 COVER SHEET ● ● ● ●
E0.01 IECC & FIXTURE SCHEDULES ● ● ● ●
ES1.01 ELECTRICAL SITE PLAN ● ● ● ●
E2.01 FLOOR AND DEMO LIGHTING PLANS ● ● ● ●
E2.02 PHOTOMETRIC LIGHTING PLANS ● ● ● ●
E3.01 FLOOR AND DEMO POWER PLANS ● ● ● ●
E4.01 ELECTRICAL ROOF PLAN ● ● ● ●
E5.00 SINGLE LINE DIAGRAMS ● ● ● ●
E7.00 PANEL SCHEDULES ● ● ● ●
11_TELECOMM
T0.00 COVER SHEET ● ● ● ●
T0.01 FACEPLATES ● ● ● ●
T0.02 WIRING DIAGRAMS ● ● ●
T2.01 FLOOR AND DEMO TELECOMM PLAN ● ● ● ●
T4.00 ENLARGED IDF AND RACK ELEVATIONS ● ● ●
RM. Room
RRM Restroom
RWD Redwood
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.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
NO. OR # Number
NOM. Nominal
O
O.A. Overall
O.C. On Center
O.D. Outside DIameter (Dim.)
O.F.C.I. Owner Furnished Contractor Installed
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 Towel Dispencer 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
FUT. Future
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
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
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 Contractor Installed
C.F.O.I. Contractor Furnished Owner Installed
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
Building Construction Type: V-B, Fully Sprinklered Occupancy Classification: B
Allowable Area / Height:
Table 503
“B” basic allowable area: 9,000 s.f.
Allowable Height: 2 Stories / 40’ height
Section 506.3 Sprinkler Increase I(s) = 2
Section 506.4 Building Area Modifications Basic Allowable Area : 9,000 x 2 = 18,000 s.f.
Actual Area: 14,520 s.f.
Actual Height 13'-2" / 1 stories (existing)
Occupancy Separation: Nonseparated occupancy
Fire Resistance Rating for Building Elements (Table 601):
Structural Frame: 0-hr Exterior Bearing Walls: 0-hr Interior Bearing Walls: 0-hr Non-Bearing Walls 0-hr (interior) Floor Construction: 0-hr Roof Construction: 0-hr
CODE ANALYSIS: (BUILDING 500)
· 2012 International Building Code
· 2012 Uniform Mechanical Code
· 2012 Uniform Plumbing Code
· 2011 National Electrical Code
· 2012 International Fire Code
· 2010 ADA Standards for Accessible Design
· 1968 ABA, as amended
· 2012 International Energy Conservation Code
· NFPA 101
APPLICABLE CODES (WITH SOUTHERN NEVADA AMENDMENTS)
PROJECT SITE
Chapter-7 – Fire and Smoke Protection Features Section 705.3 Buildings on Same Lot. Assume imaginary prop line between bldgs.
Table 705.8 Allowable Area of openings
Protected Opening Limits (and unprotected – sec 705.8.1) 0 to 3’ Not Permitted 3 to 5’ 15% 5 to 10’ 25% 10 to 15’ 45% 15 to 20’ 75%
20 to 25’ No Limit
Chapter-9 – Fire Protection Systems Section 903.2 Sprinklers not required in “B” occupancy but provided.
Chapter-10 – Means of Egress Section 1015.1 Group “B” – 50 occupants or more – 2 exits required.
Table 1015.1 Occupant count up to and including 49 allowed on 1 exit
Section 1015.2.2If 3 or more exits are required, at least 2 of the exits must be separated by:
1/2 the diagonal without sprinklers 1/3 the diagonal with sprinklers
Section 1016 Table 1016.2- “B” occupancy with sprinklers = 300 ft travel distance
Section 1018.1 Corridor fire resistance ratings (per Table 1018.1) No (0) rating with Sprinkler System.
Occupant load served by Corridor – Greater Than 30 people
Chapter-11 – Accessibility Section 1103 – Scoping Requirements
Section 1103.2.8Limited Access: nonoccupiable areas accessed only by ladders, catwalks, etc. – such as roofs – are not required to be HC accessible
Section 1103.2.9Equipment Spaces (non-public spaces accessed only for maintenance, etc. – not required to be HC accessible – such as Mechanical, Communications, and Electrical rooms)
Section 1104 Accessible Route (required for all public spaces from public transportation stops, parking, and street access – required throughout public spaces within building)
Section 1105.1 Public Entrances – at least 60% shall be accessible
Section 1108.2.7Assistive Listening Systems. Not required if where there is no audio amplification system.
Section 1109 – Other Features and Facilities
Section 1109.2 Toilet & Bathing Facilities
4. Where no more than one urinal is provided in a toilet room or bathing room, the urinal is not required to be accessible.
Section 1109.2.1Family or assisted-use toilet and bathing rooms Non required in B Occupancy
Section 1109.2.2Water Closet Compartment Where water closet compartments are provided in a toilet room or bathing room, at least one wheelchair-accessible compartment shall be provided.
Section 1109.2.3Lavatories 5%, but not less than 1 shall be accessible
Section 1109.5 Drinking Fountains No fewer than two drinking fountains shall be provided. One drinking fountain shall comply with the requirements for people who use a wheelchair and one drinking fountain shall comply with the requirements of standing persons.
Section 1109.8 Storage (fixed/built-in cabinets, coat hooks, shelves, etc.)
Section 1109.11 Seating at Tables, Counters and Work Surfaces
Section 1110 Signage
International Symbol of Accessibility signage required at parking, passenger loading zones, toilet rooms, accessible entrances (Also refer to section 2902.4 for Toilet Room Signage required)
Chapter-29 – Plumbing Systems Section 2902 The number of occupants shall be determined by this code.
(Based on Table 2902.1 requirements). See Calculation below.
Minimum Number of Required Plumbing Fixtures Occ. Load WC’s Lav’s Drinking Fountain Service Sink
B Occupancy: 22 M 1 1 22 F 1 1 1 1
Total 2 2 1 1
IECC – 2012 (International Energy Conservation Code) Nevada is Climate Zone 5B (everything except Clark County – which is Zone-3B) (Page 19) Table 402.2 – Building Envelope Requirements (opaque Assemblies) Page-32
Roof U- 0.048 (R-20ci) ci: continuous insulation – R-23 Provided Mass Walls U- 0.110 (R-7.6ci) – R-19 Provided Unheated Slab Not required (NIC - Existing Condition) Floors (framed) R-30 (NIC - Existing Condition) Swinging Doors U- 0.61
(Opaque Doors are any door with less than 50% glazing area per door area – Section 402.2.7 – Page 30) Table C402.3 – Building Envelope Requirements: Fenestration Page 33
Fixed fenestration U- 0.46 Entrance Doors U- 0.77 SHGC – All Frame Types 0.25 Skylights U- 0.55 SHGC – Skylights 0.35
REVISIONS
REV DATE DESCRIPTION
M
IN
8" MIN.
M
IN
M A
X
11" MIN.
RECESSED
ELECTRIC WATER COOLER FRONT
FINISH
LAVATORY WATER CLOSET URINAL
ACC
H.C.
PARKING SIDE
FLOOR
CLR.
STANDARD
ACCESSIBLE FRONT ACCESSIBLE SIDE
A .F
.F
T O
P O
F S
P O
U T
C L
ACC
TISSUE
DISPENSER
1' - 6"
1' - 0" 2' - 0"
1' - 0" 3' - 6"
0' - 8" 2
C L
ACC
M
A X
FINISH
COAT HOOKS AND SHELVES
FLOOR
M
IN
M
A X
M
A X
M A
X
M
IN
2' - 6"
RECESSED
ELECTRIC WATER COOLER PLAN
M
A X
CANE
APRON
HEIGHT OF
OPERABLE
PARTS
M A
X
SOAP
DISPENSER
DISPENSER
HOOKS, SHELVES,
RODS, ETC
TOWEL /HAND
DRYER
RECESSED
TOWEL/WASTE
M A
X
M A
X
M
IN
M
IN
8"
MIN.
6"
MAX.
1'-5" MIN.
MIRROR
OVER LAVATORY,
WHERE OCCURS
SINK
COUNTERTOP
PLUMBING GUARD OR
PANEL
T O
B O
T T
O M
O F
R E
F L E
C T
IN
G
S
U R
F A
C E
6"
M A
X
ACCESSIBLE ROUTE
24" MAX. 48" MIN. 24" MAX.
M
IN
M
IN
36" MIN. 48" MAX 36" MIN. 42" MIN. 48" MAX 42" MIN.
M
IN
M
IN
180 DEG TURN180 DEG TURN EXCEPTION
18" MIN
12" MIN (WITH CLOSER)
PULL SIDE
PUSH SIDE
M
IN
M
IN
42" MIN
PULL SIDE
PUSH SIDE
36" MIN
M
IN
M
IN
W
IT
H C
L O
S E
R
M
IN
M
IN
W
IT
H C
L O
S E
R
PULL SIDE
PUSH SIDE
M
IN
(W
IT
H C
L O
S E
R
M
IN
M
IN
M
IN
W
IT
H C
L O
S E
R
FRONT APPROACH HINGE APPROACH LATCH APPROACH
22" MIN
12" MIN (WITH CLOSER)
24" MIN.
24" MIN.
/4
M A
X
/4
M A
X
/2
/4
M A
X
PERMITTED VERTICAL CHANGEPERMITTED BEVELED CHANGE
M
IN
0' - 8" MIN
MIN
0' - 11"
M
IN9
0' - 6" MAX
M
IN
25" MAX
PLANELEVATION
FRONT
M
IN
M A
X
FRONT OBSTRUCTED
M
A X w P
R O
J E
C T
IO
N
S
M
A X w
P R
O J E
C T
IO
N
S
25" MAX
SIDE
M
IN
M A
X
10" MAX
SIDE HIGH SIDE OBSTRUCTED
M A
X
M A
X
10" MAX
SIDE HIGH SIDE OBSTRUCTED
M A
X
M A
X
>10"- 24" MAX
SCALE: 3/8" = 1'-0"
TYPICAL ADA/ABA FIXTURE ELEVATIONS
SCALE: 3/4" = 1'-0"
TYPICAL ADA/ABA ACCESSORIES HEIGHTS
SCALE: 1" = 1'-0"
ADA/ABA LAV HEIGHTS
SCALE: 1/2" = 1'-0"
ADA/ABA SIGNAGE PLACEMENT
SCALE: 1/2" = 1'-0"
CLEAR WIDTH
SCALE: 1/2" = 1'-0"
DOOR SWING CLEARANCES
SCALE: 12" = 1'-0"
VERTICAL CHANGE IN LEVEL
SCALE: 1/2" = 1'-0"
KNEE AND TOE CLEARANCE
SCALE: 1/2" = 1'-0"
REACH RANGE
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS
ARE THE PROPERTY OF TATE SNYDER
KIMSEY ARCHTECTS AND MAY NOT BE
REPRODUCED OR USED FOR ANY
PURPOSE WITHOUT THE ARCHITECTS
WRITTEN CONSENT. AS INSTRUMENTS OF
SERVICE, THESE DOCUMENTS ARE NOT
FINAL AND READY FOR USE, AND
THEREFORE NOT VALID, UNLESS THEY ARE
SEALED, SIGNED AND DATED.
Consultant
314 South Water Street Henderson, NV 89015 phone: 702.456.3000 fax: 702.898.6209 www.tska.com
G0.01
Date: 3/22/2019
GENERAL
ACCESSIBILITY
DESIGN CRITERIA
BID DOCUMENTS
Job No: 16-011
BUILDING 500
RENOVATION
DATE STREET CAMPUS
BUILDING 500
BOULDER CITY, NV
BUREAU OF
RECLAMATION
Copyright, Ltd 2019
REVISIONS
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS
ARE THE PROPERTY OF TATE SNYDER
KIMSEY ARCHTECTS AND MAY NOT BE
REPRODUCED OR USED FOR ANY
PURPOSE WITHOUT THE ARCHITECTS
WRITTEN CONSENT. AS INSTRUMENTS OF
SERVICE, THESE DOCUMENTS ARE NOT
FINAL AND READY FOR USE, AND
THEREFORE NOT VALID, UNLESS THEY ARE
SEALED, SIGNED AND DATED.
Consultant
303 South Water Street, Suite 230
Henderson, NV 89015 phone: 702.456.3000 fax: 702.898.6209 www.tska.com
G0.02
Date: 3/22/2019
ENERGY
COMPLIANCE
BID DOCUMENTS
Job No: 16-011
BUILDING 500
RENOVATION
DATE STREET CAMPUS
BUILDING 500
BOULDER CITY, NV
BUREAU OF
RECLAMATION
Copyright, Ltd 2019
REVISIONS
RECESSED FIRE
EXTINGUISHER. SEE
DETAIL 1/G1.01
DRINKING FOUNTAIN
EXIT DIRECTION AND
NUMBER OF
OCCUPANTS
2 HR. FIRE PARTITION
PATH OF EGRESS TO
EXIT DISCHARGE
PATH OF EGRESS TO
EXIT ACCESS
PATH TO CALCULATE
TRAVEL DISTANCE
MOST REMOTE POINT
FOR TRAVEL
DISTANCE
POINT AT WHICH 2
EXIT PATHS
BECOMES AVAILABLE
X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12 X13 X14 X15
XD
XE
XC
XB
XA
208 SF
EXIST.
MEN'S
REST.
214 SF
EXIST.
WOMEN'S
REST.
104 SF
EX. IT ROOM
505 300 1 75 SF
EX. JANITORS
503 300 1
132 SF
WERC OFFICE
538 100 2
145 SF
WERC OFFICE
535 100 2 145 SF
WERC OFFICE
536 100 2 180 SF
WERC OFFICE
537 100 2
360 SF
EXIST. BREAK ROOM
501 100 4
176 SF
NVWSC OFFICE
513 100 2
160 SF
NVWSC OFFICE
515 100 2
162 SF
NVWSC OFFICE
516 100 2
152 SF
WERC OFFICE
539 100 2
204 SF
NVWSC
COLLABORATION
SPACE
512 100 3
186 SF
WERC OFFICE
532 100 2 145 SF
WERC OFFICE
534 100 2
262 SF
WERC
MAIL/COPY/PRINT
542 100 2
153 SF
WERC OFFICE
540 100 2
227 SF
WERC
COLLABORATION
SPACE
541 100 2
C.4
C.3
C.1
D.2
D.3
C.2
A.7
144 SF
WERC OFFICE
533 100 2186 SF
WERC OFFICE
531 100 2
1104 SF
NVWSC NET OPEN
OFFICE
517 100 12
216 SF
NVWSC MAIL ROOM
511 100 3160 SF
NVWSC OFFICE
514 100 2
WIDTH
FACTOR
ACTUAL
CAPACITY
EXIT #1
6'-0"
0.15"
WIDTH
FACTOR
ACTUAL
CAPACITY
EXIT #2
4'-0"
0.15"
LESS THAN 250'-0" TRAVEL
DISTANCE
2 15
WIDTH
FACTOR
ACTUAL
CAPACITY
EXIT #3
3'-0"
0.15"
2 2
22222
LESS THAN 250'-0" TRAVEL
DISTANCE
ACCESSIBLE
DOOR
B.6
B.5
A.6
FIRE EXTINGUISHER
CABINET - SEE
SPECIFICATIONS
SEALANT - CONTINUOUS
AROUND CABINET
GYPSUM BOARD
FOR PARTITION TYPE
SEE PLAN AND
PARTITION TYPES
KEYNOTES
GENERAL NOTES
LEGEND
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS
ARE THE PROPERTY OF TATE SNYDER
KIMSEY ARCHTECTS AND MAY NOT BE
REPRODUCED OR USED FOR ANY
PURPOSE WITHOUT THE ARCHITECTS
WRITTEN CONSENT. AS INSTRUMENTS OF
SERVICE, THESE DOCUMENTS ARE NOT
FINAL AND READY FOR USE, AND
THEREFORE NOT VALID, UNLESS THEY ARE
SEALED, SIGNED AND DATED.
Consultant
314 South Water Street Henderson, NV 89015 phone: 702.456.3000 fax: 702.898.6209 www.tska.com
G1.01
Date: 3/22/2019
BLDG 500 - LIFE
SAFETY PLAN
BID DOCUMENTS
Job No: 16-011
BUILDING 500
RENOVATION
DATE STREET CAMPUS
BUILDING 500
BOULDER CITY, NV
BUREAU OF
RECLAMATION
Copyright, Ltd 2019
SCALE: 1/8" = 1'-0"
A
BLDG 500 - LIFE SAFETY PLAN
NORTH
SCALE: 3" = 1'-0"
TYPICAL FIRE EXTINGUISHER CABINET @ STUDS
REVISIONS
L
O C H S
A
E N
G
I N E E
R
I N
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S ou th J on es
B lv d.
S ui te
La s
V eg as , N
V
P ho ne (7
) 3
-9
Fa x
(7
) 3
-9 w w w
.lo ch sa .c om
L
O C H S
A
E N
G
I N E E
R
I N
G
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
GENERAL
AutoCAD SHX Text
AutoCAD SHX Text
161143 BLD500
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text
GMM
AutoCAD SHX Text
NMG
AutoCAD SHX Text
NMG
AutoCAD SHX Text C1.01
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BOULDER CITY, NEVADA
AutoCAD SHX Text
BUILDING 500
AutoCAD SHX Text
BUREAU OF RECLAMATION
AutoCAD SHX Text
%%UVICINITY MAP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text (12.34)
AutoCAD SHX Text
BC
AutoCAD SHX Text 12.34
AutoCAD SHX Text
BC
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text (2210)
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
SCARP LINE
AutoCAD SHX Text
SAWCUT LINE
AutoCAD SHX Text
ROW LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
EASEMENT LINE
AutoCAD SHX Text
CL OR SURVEY LINE
AutoCAD SHX Text
CONTOUR LINES
AutoCAD SHX Text
PROPOSED:
AutoCAD SHX Text
EXISTING:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
SIGNS
AutoCAD SHX Text
ELEVATIONS
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
FIRE
AutoCAD SHX Text
HYDRANTS
AutoCAD SHX Text
VALVES
AutoCAD SHX Text
GATE
AutoCAD SHX Text
REDUCERS
AutoCAD SHX Text
CLEAN OUTS
AutoCAD SHX Text 100w HPS
AutoCAD SHX Text
STREETLIGHTS
AutoCAD SHX Text
STREETLIGHTS
AutoCAD SHX Text 150w HPS
AutoCAD SHX Text
STREETLIGHTS
AutoCAD SHX Text 200w HPS
AutoCAD SHX Text
STREETLIGHTS
AutoCAD SHX Text 250w HPS
AutoCAD SHX Text
MANHOLE DESCRIPTIONS
AutoCAD SHX Text
= SANITARY SEWER
AutoCAD SHX Text
= STORM DRAIN
AutoCAD SHX Text
= ELECTRICAL
AutoCAD SHX Text
= TELEPHONE
AutoCAD SHX Text
MANHOLE W/
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
AC PAVEMENT
AutoCAD SHX Text
FENCES
AutoCAD SHX Text
WALLS
AutoCAD SHX Text
"L" TYPE CURBS
AutoCAD SHX Text
"A" TYPE CURBS
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text SHEET No.
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text PROJECT No.:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REV.:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text HTE No.
AutoCAD SHX Text
OR VAULT
AutoCAD SHX Text
UTILITY BOX
AutoCAD SHX Text
BACKWATER
AutoCAD SHX Text
VALVES
AutoCAD SHX Text
BWV
AutoCAD SHX Text
BWV
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
%%UNOTE:
AutoCAD SHX Text 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.
AutoCAD SHX Text 1-702-227-2929
AutoCAD SHX Text 1-702-432-5300
AutoCAD SHX Text Call
AutoCAD SHX Text before you
AutoCAD SHX Text Underground
AutoCAD SHX Text Avoid hitting overhead power lines. It's costly.
AutoCAD SHX Text
FREEWAY & ARTERIAL SYSTEM OF TRANSPORTATION
AutoCAD SHX Text Call before you Dig
AutoCAD SHX Text Avoid cutting underground utility lines. It's costly.
AutoCAD SHX Text
CALL
AutoCAD SHX Text 1-800-227-2600
AutoCAD SHX Text
OR
AutoCAD SHX Text
FAST
AutoCAD SHX Text
CALL BEFORE YOU DO OVERHEAD
AutoCAD SHX Text Bldg 1200 Maintenance shop
AutoCAD SHX Text Fir Street
AutoCAD SHX Text Reclamation Boulevard
AutoCAD SHX Text
U.S. HIGHWAY 93
AutoCAD SHX Text
INDUSTRIAL ROAD
AutoCAD SHX Text
BLDG 200
AutoCAD SHX Text Bldg 1300 MSCP Bldg
AutoCAD SHX Text Bldg 1100 Fish lab
AutoCAD SHX Text Bldg 900 Boat shop
AutoCAD SHX Text Bldg 700 Warehouse
AutoCAD SHX Text Bldg 500
AutoCAD SHX Text Bldg 800
AutoCAD SHX Text Bldg 100-B
AutoCAD SHX Text Hoover Drive
AutoCAD SHX Text Loading Dock
AutoCAD SHX Text
BOULDER CITY GREEN BUILDING FF=2510.90
AutoCAD SHX Text
DATE STREET
AutoCAD SHX Text
DATE STREET
AutoCAD SHX Text
DATE STREET
AutoCAD SHX Text
PRIVATE DRIVEWAY
AutoCAD SHX Text
BLDG 100
AutoCAD SHX Text
PROJECT SITE
AutoCAD SHX Text 03/22/2019
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text o
AutoCAD SHX Text
AutoCAD SHX Text
GUY M.
AutoCAD SHX Text
MORRIS
AutoCAD SHX Text
EXP. 12-31-19
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 03/22/2019
AutoCAD SHX Text
DEVELOPER
AutoCAD SHX Text
APPROVALS
AutoCAD SHX Text
SHEET INDEX
AutoCAD SHX Text
GENERAL SITE INFORMATION
AutoCAD SHX Text
UTILITY PROVIDERS
AutoCAD SHX Text
TRASH:
AutoCAD SHX Text
WATER:
AutoCAD SHX Text
SEWER:
AutoCAD SHX Text
GAS:
AutoCAD SHX Text
ELECTRIC:
AutoCAD SHX Text
TELEPHONE:
AutoCAD SHX Text
CABLE TV:
AutoCAD SHX Text
REPUBLIC SERVICES, INC.
AutoCAD SHX Text
LAS VEGAS VALLEY WATER DISTRICT
AutoCAD SHX Text
CLARK COUNTY WATER RECLAMATION DISTRICT
AutoCAD SHX Text
SOUTHWEST GAS CORPORATION
AutoCAD SHX Text
CENTURYLINK
AutoCAD SHX Text
COX COMMUNICATIONS LAS VEGAS, INC.
AutoCAD SHX Text
INT
AutoCAD SHX Text
IN
AutoCAD SHX Text
HDWL
AutoCAD SHX Text
GUT
AutoCAD SHX Text
GB
AutoCAD SHX Text
SG
AutoCAD SHX Text
PL-G
AutoCAD SHX Text
GR
AutoCAD SHX Text
GM
AutoCAD SHX Text
GALV
AutoCAD SHX Text
FL
AutoCAD SHX Text
FH
AutoCAD SHX Text
FA
AutoCAD SHX Text
FG
AutoCAD SHX Text
FT
AutoCAD SHX Text
EXIST
AutoCAD SHX Text
EVC
AutoCAD SHX Text
ETS
AutoCAD SHX Text
EBS
AutoCAD SHX Text
EC
AutoCAD SHX Text
ECR
AutoCAD SHX Text
EMBK
AutoCAD SHX Text
ELEV
AutoCAD SHX Text
EM
AutoCAD SHX Text E
AutoCAD SHX Text
EO
AutoCAD SHX Text
EP
AutoCAD SHX Text E/O
AutoCAD SHX Text
ESMT
AutoCAD SHX Text
DI
AutoCAD SHX Text
DWY
AutoCAD SHX Text
DIA
AutoCAD SHX Text
DEPT
AutoCAD SHX Text
CF
AutoCAD SHX Text
CULV
AutoCAD SHX Text
CU FT, CF
AutoCAD SHX Text
CU YD, CY
AutoCAD SHX Text
COL
AutoCAD SHX Text
CIP
AutoCAD SHX Text C&G
AutoCAD SHX Text
CSP
AutoCAD SHX Text
CSAP
AutoCAD SHX Text
CMP
AutoCAD SHX Text
COR
AutoCAD SHX Text
CONST
AutoCAD SHX Text
CONC, PCC
AutoCAD SHX Text
COMM
AutoCAD SHX Text
CO
AutoCAD SHX Text
CCWRD
AutoCAD SHX Text
CC
AutoCAD SHX Text
CNLV
AutoCAD SHX Text
CM
AutoCAD SHX Text
COH
AutoCAD SHX Text
CLV
AutoCAD SHX Text
CBC
AutoCAD SHX Text
CL
AutoCAD SHX Text C-C
AutoCAD SHX Text
CATV
AutoCAD SHX Text
BDRY LINE
AutoCAD SHX Text
BM
AutoCAD SHX Text
BVC
AutoCAD SHX Text
BCR
AutoCAD SHX Text
BC
AutoCAD SHX Text
AVE
AutoCAD SHX Text
ACP
AutoCAD SHX Text
ACP
AutoCAD SHX Text A
AutoCAD SHX Text
ALT
AutoCAD SHX Text
AGG
AutoCAD SHX Text
AIP
AutoCAD SHX Text
ABAN
AutoCAD SHX Text
INTERSECTION
AutoCAD SHX Text
INCH
AutoCAD SHX Text
HEADWALL
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
GRADE BREAK
AutoCAD SHX Text
STEEL GAS
AutoCAD SHX Text
PLASTIC GAS
AutoCAD SHX Text
GAS PRESSURE REGULATOR
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
GLAVANIZED
AutoCAD SHX Text
FLOW LINE
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
FIRE ALARM
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
FEET/FOOT
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
END OF VERTICAL CURVE
AutoCAD SHX Text
CATHODE PROTECTION TEST STATION
AutoCAD SHX Text
CATHODE PROTECTION BOND STATION
AutoCAD SHX Text
END OF CURVE
AutoCAD SHX Text
END OF CURB RETURN
AutoCAD SHX Text
EMBANKMENT
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
ELECTRIC METER
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text
EDGE OF OIL
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EAST OF
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
DROP INLET
AutoCAD SHX Text
DRIVEWAY
AutoCAD SHX Text
DIAMETER
AutoCAD SHX Text
DEPARTMENT
AutoCAD SHX Text
CURB FACE
AutoCAD SHX Text
CULVERT
AutoCAD SHX Text
CUBIC FOOT
AutoCAD SHX Text
CUBIC YARD
AutoCAD SHX Text
COLUMN
AutoCAD SHX Text
CAST IRON PIPE
AutoCAD SHX Text
CURB & GUTTER
AutoCAD SHX Text
CORRUGATED STEEL PIPE
AutoCAD SHX Text
CORRUGATED STEEL ARCH PIPE
AutoCAD SHX Text
CORRUGATED METAL PIPE
AutoCAD SHX Text
CORNER
AutoCAD SHX Text
CONSTRUCTION OR CONSTRUCT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
COMMERCIAL
AutoCAD SHX Text
CLEAN OUT, SEWER
AutoCAD SHX Text
CLARK COUNTY WATER RECLAMATION DISTRICT
AutoCAD SHX Text
CLARK COUNTY
AutoCAD SHX Text
CITY OF NORTH LAS VEGAS
AutoCAD SHX Text
CITY OF MESQUITE
AutoCAD SHX Text
CITY OF HENDERSON
AutoCAD SHX Text
CITY OF LAS VEGAS
AutoCAD SHX Text
CITY OF BOULDER CITY
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
CENTER TO CENTER
AutoCAD SHX Text
CABLE TELEVISION
AutoCAD SHX Text
BOUNDARY LINE
AutoCAD SHX Text
BENCHMARK
AutoCAD SHX Text
BEGINNING OF VERTICAL CURVE
AutoCAD SHX Text
BACK OF CURB RADIUS
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text
ASPHALTIC CONCRETE
AutoCAD SHX Text
ASBESTOS CEMENT PIPE
AutoCAD SHX Text
ANODE, GAS
AutoCAD SHX Text
ALTERNATE
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
ABANDON IN PLACE
AutoCAD SHX Text
ABANDON
AutoCAD SHX Text
YD
AutoCAD SHX Text W/O
AutoCAD SHX Text
WM
AutoCAD SHX Text W
AutoCAD SHX Text
VCP
AutoCAD SHX Text
VG
AutoCAD SHX Text
VC
AutoCAD SHX Text
VERT
AutoCAD SHX Text
VAR
AutoCAD SHX Text
UG
AutoCAD SHX Text
TYP
AutoCAD SHX Text
TRANS
AutoCAD SHX Text
TSI
AutoCAD SHX Text
TS
AutoCAD SHX Text
TP
AutoCAD SHX Text
TC
AutoCAD SHX Text
TBR
AutoCAD SHX Text
TBA
AutoCAD SHX Text
TEMP
AutoCAD SHX Text
TL
AutoCAD SHX Text
SLT
AutoCAD SHX Text
SURV
AutoCAD SHX Text
STRUCT
AutoCAD SHX Text
STD
AutoCAD SHX Text
SD
AutoCAD SHX Text
SHP
AutoCAD SHX Text
STA
AutoCAD SHX Text
SQ YD,SY
AutoCAD SHX Text
SQ FT, SF
AutoCAD SHX Text
SW
AutoCAD SHX Text S/O
AutoCAD SHX Text
SHT
AutoCAD SHX Text
SS
AutoCAD SHX Text
RD
AutoCAD SHX Text R/W
AutoCAD SHX Text
RT
AutoCAD SHX Text
RELOC
AutoCAD SHX Text
RCP
AutoCAD SHX Text
RCB
AutoCAD SHX Text
RC
AutoCAD SHX Text
REINF
AutoCAD SHX Text
RR
AutoCAD SHX Text R
AutoCAD SHX Text
RP
AutoCAD SHX Text
PB
AutoCAD SHX Text
PROP
AutoCAD SHX Text
PL
AutoCAD SHX Text P
AutoCAD SHX Text
PP
AutoCAD SHX Text
PCC, CONC
AutoCAD SHX Text
PCC
AutoCAD SHX Text
PT
AutoCAD SHX Text
PC
AutoCAD SHX Text
PRC
AutoCAD SHX Text
PI
AutoCAD SHX Text
PVMT
AutoCAD SHX Text
OG
AutoCAD SHX Text
OC
AutoCAD SHX Text
NTS
AutoCAD SHX Text N/O
AutoCAD SHX Text
MON
AutoCAD SHX Text
MIN
AutoCAD SHX Text
MAX
AutoCAD SHX Text
MH
AutoCAD SHX Text
LVVWD
AutoCAD SHX Text
LF
AutoCAD SHX Text
LT
AutoCAD SHX Text
LOC
AutoCAD SHX Text
JB
AutoCAD SHX Text
ISL
AutoCAD SHX Text
INV
AutoCAD SHX Text
YARD
AutoCAD SHX Text
WEST OF
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
WATER
AutoCAD SHX Text
VITRIFIED CLAY PIPE
AutoCAD SHX Text
VALLEY GUTTER
AutoCAD SHX Text
VERTICAL CURVE
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
VARIABLE
AutoCAD SHX Text
UNDERGROUND
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
TRANSITION
AutoCAD SHX Text
TRAFFIC SIGNAL INTERCONNECT
AutoCAD SHX Text
TRAFFIC SIGNAL
AutoCAD SHX Text
TOP OF PIPE
AutoCAD SHX Text
TOP OF CURB
AutoCAD SHX Text
TO BE REMOVED
AutoCAD SHX Text
TO BE ADJUSTED
AutoCAD SHX Text
TEMPORARY
AutoCAD SHX Text
TELEPHONE
AutoCAD SHX Text
STREETLIGHT
AutoCAD SHX Text
SURVEY
AutoCAD SHX Text
STRUCTURAL OR STRUCTURE
AutoCAD SHX Text
STANDARD
AutoCAD SHX Text
STORM DRAIN
AutoCAD SHX Text
STEEL HIGHPRESSURE PIPE
AutoCAD SHX Text
STATION
AutoCAD SHX Text
SQUARE YARD
AutoCAD SHX Text
SQUARE FOOT
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
SOUTH OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SANITARY SEWER
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
RIGHT
AutoCAD SHX Text
RELOCATE
AutoCAD SHX Text
REINFORCED CONCRETE PIPE
AutoCAD SHX Text
REINFORCED CONCRETE BOX
AutoCAD SHX Text
REINFORCED CONCRETE
AutoCAD SHX Text
REINFORCED
AutoCAD SHX Text
RAILROAD
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
RADIUS POINT
AutoCAD SHX Text
PULL BOX
AutoCAD SHX Text
PROPOSED
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
POWER
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
PORTLAND CEMENT CONCRETE
AutoCAD SHX Text
POINT OF COMPOUND CURVE
AutoCAD SHX Text
POINT OF TANGENCY
AutoCAD SHX Text
POINT OF CURVE
AutoCAD SHX Text
POINT OF REVERSE CURVE
AutoCAD SHX Text
POINT OF INTERSECITON
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
OPEN-GRADED PAVEMENT, ORIGINAL GROUND
AutoCAD SHX Text
ON CENTER
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NORTH OF
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MONOLITHIC
AutoCAD SHX Text
MINIMUM
AutoCAD SHX Text
MAXIMUM
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
LAS VEGAS VALLEY WATER DISTRICT
AutoCAD SHX Text
LINEAR FEET
AutoCAD SHX Text
LEFT
AutoCAD SHX Text
LENGTH OF CURB
AutoCAD SHX Text
JUNCTION BOX
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text
SNWA
AutoCAD SHX Text
SOUTHERN NEVADA WATER AUTHORITY
AutoCAD SHX Text COVER SHEET for THE IMPROVEMENT PLANS of
AutoCAD SHX Text
BUREAU OF RECLAMATION BUILDING 500
AutoCAD SHX Text
A.P.N.: 186-08-511-002 / 4.16 ACRES
AutoCAD SHX Text
OWNER
AutoCAD SHX Text __________ ________________________________________________________ _________ ________________________________________________________ _________ _________ SOUTHWEST GAS CORPORATION DATEDATE
AutoCAD SHX Text __________ ________________________________________________________ _________ ________________________________________________________ _________ _________ BOULDER CITY ELECTRIC COMPANY DATE DATE BOULDER CITY ELECTRIC COMPANY ACKNOWLEDGES THAT WE HAVE RECEIVED YOUR PLANS AND WILL PROVIDE SERVICE TO ALL ELECTRICAL NEEDS ASSOCIATED WITH THIS PROJECT. BOULDER CITY ELECTRIC 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.
AutoCAD SHX Text __________ ________________________________________________________ _________ ________________________________________________________ _________ _________ BOULDER CITY FIRE DEPARTMENT DATEDATE
AutoCAD SHX Text __________ ________________________________________________________ _________ ________________________________________________________ _________ _________ COX COMMUNICATIONS LAS VEGAS, INC. DATEDATE
AutoCAD SHX Text
BOULDER CITY FIRE DEPARTMENT
AutoCAD SHX Text __________ ________________________________________________________ _________ ________________________________________________________ _________ _________ SOUTHWEST GAS CORPORATION DATEDATE
AutoCAD SHX Text __________ ________________________________________________________ _________ ________________________________________________________ _________ _________ BOULDER CITY ELECTRIC COMPANY DATE DATE BOULDER CITY ELECTRIC COMPANY ACKNOWLEDGES THAT WE HAVE RECEIVED YOUR PLANS AND WILL PROVIDE SERVICE TO ALL ELECTRICAL NEEDS ASSOCIATED WITH THIS PROJECT. BOULDER CITY ELECTRIC 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.
AutoCAD SHX Text __________ ________________________________________________________ _________ ________________________________________________________ _________ _________ BOULDER CITY FIRE DEPARTMENT DATEDATE
AutoCAD SHX Text __________ ________________________________________________________ _________ ________________________________________________________ _________ _________ COX COMMUNICATIONS LAS VEGAS, INC. DATEDATE
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BOULDER CITY ELECTRIC COMPANY
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SITE
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PROJECT
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BOULDER CITY ELECTRIC COMPANY
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INTERNATIONAL
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AIRPORT
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CITY
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AIRPORT
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BOULDER
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HENDERSON
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EXECUTIVE
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AIRPORT
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BOULDER
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FREMONT
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HACIENDA
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STEPHANIE
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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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SANDHILL
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LAKE
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LAS VEGAS
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GRAND MEDITERRA
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MONTELAGO
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LAKE MEAD
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LAKE MEAD
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LAKESHORE
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DECATUR
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POLLOCK
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BERMUDA
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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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RACETRACK
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WATER
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PACIFIC
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SOUTHERN
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HIGHLANDS
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VALLEY VIEW
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INDUSTRIAL
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ST. ROSE
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LAS VEGAS
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SILVERADO RANCH
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MARYLAND
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SEVEN
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HILLS
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SPENCER
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GREEN
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VALLEY
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EASTERN
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HORIZON
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RIDGE
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SUN CITY
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HAMPTON
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ANTHEM
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ANTHEM
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HORIZON RIDGE
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COLLEGE
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GREENWAY
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HORIZON
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RACETRACK
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ATHENS
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ST. ROSE
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VERDE
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ARROYO
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GRANDE
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GREEN
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VALLEY
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VALLEY
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VERDE
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WAGON
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WHEEL
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BOULDER
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PARADISE
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HILL
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BOULDER
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NEVADA
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ADAMS
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VETERANS
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MEMORIAL
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UTAH
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NEVADA
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ADAMS
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GEORGIA
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BUCHANAN
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LAKESHORE
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JONES
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PINES
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DECATUR
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OAKEY
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RANCHO
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INDUSTRIAL
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MARYLAND
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ST. LOUIS
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EASTERN
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PECOS
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PECOS
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LAMB
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WYOMING
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NELLIS
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SLOAN
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SAHARA
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VEGAS VALLEY
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HACIENDA
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SWENSON
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TWAIN
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SANDS
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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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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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AutoCAD SHX Text ___________________________________________________________________ _________ CENTRAL TELEPHONE COMPANY D.B.A. CENTURYLINK 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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AutoCAD SHX Text Sheet Title
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COVER SHEET
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GENERAL NOTES SHEET
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SHEET 1 OF 1
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AutoCAD SHX Text A.P.N.: 186-05-801-006 BASIS OF BEARINGS: 1.5" DIAMETER COPPER SURVEY CAP MARKED "SURVEY" ON TOP OF CURB ON EAST SIDE OF RECLAMATION BLVD., NORTH OF HOOVER DRIVE (CURB MARKED WITH GREEN PAINT). ELEVATION = 2508.70 NAD 83, NAVD 88 BENCHMARK: U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text U.S. DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANGEMENT P.O. BOX 61470 BOULDER CITY, NV 89006 CONTACT: LEN SCHILLING LEN SCHILLING PHONE: 702-236-4042 702-236-4042 FAX: --------
AutoCAD SHX Text U.S. DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANGEMENT P.O. BOX 61470 BOULDER CITY, NV 89006 CONTACT: LEN SCHILLING LEN SCHILLING PHONE: 702-236-4042 702-236-4042 FAX: --------
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NOTE SHEET
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GENERAL
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161143 BLD500
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BOULDER CITY, NEVADA
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BUILDING 500
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BUREAU OF RECLAMATION
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BC
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BC
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CONCRETE
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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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STREETLIGHTS
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STREETLIGHTS
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STREETLIGHTS
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STREETLIGHTS
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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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SEAL
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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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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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GUY M.
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MORRIS
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EXP. 12-31-19
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CIVIL
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GENERAL CONSTRUCTION NOTES
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WATER DISTRICT NOTES
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1. ALL WORK SHALL CONFORM TO LVVWD STANDARD PLATES, DRAWINGS, AND SPECIFICATIONS, AND TO ALL WORK SHALL CONFORM TO LVVWD STANDARD PLATES, DRAWINGS, AND SPECIFICATIONS, AND TO THE 2010 EDITION OF THE UNIFORM DESIGN AND CONSTRUCTION STANDARDS FOR POTABLE WATER SYSTEMS (UDACS). THE LATEST EDITION OF UDACS SHALL SUPERSEDE ANY CONFLICTS CONTAINED IN THE APPROVED DRAWINGS AND/OR SPECIFICATIONS. 2. ALL WORK, EXCEPT AS MODIFIED BY THESE PLANS OR BY NOTE 2 ABOVE, SHALL BE DONE IN ALL WORK, EXCEPT AS MODIFIED BY THESE PLANS OR BY NOTE 2 ABOVE, SHALL BE DONE IN ACCORDANCE WITH THE MOST RECENT DRAFT OR EDITION OF THE UNIFORM STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OFFSITE IMPROVEMENT, CLARK COUNTY AREA. 3. A SINGLE PIPE MATERIAL SHALL BE USED THROUGHOUT THE PROJECT UNLESS OTHERWISE APPROVED A SINGLE PIPE MATERIAL SHALL BE USED THROUGHOUT THE PROJECT UNLESS OTHERWISE APPROVED BY THE LVVWD. 4. ALL SERVICE LATERALS TWO (2) INCHES IN DIAMETER AND SMALLER SHALL BE TYPE K COPPER ALL SERVICE LATERALS TWO (2) INCHES IN DIAMETER AND SMALLER SHALL BE TYPE K COPPER TUBING WITH LVVWD APPROVED SERVICE SADDLES. 5. ALL WATER METER BOXES SHALL BE LOCATED OUTSIDE OF DRIVEWAY AREAS. ALL WATER METER BOXES SHALL BE LOCATED OUTSIDE OF DRIVEWAY AREAS. 6. ALL VALVES SHALL BE LOCATED OUTSIDE OF DRIVEWAYS, VALLEY AND CURB GUTTERS. ALL VALVES SHALL BE LOCATED OUTSIDE OF DRIVEWAYS, VALLEY AND CURB GUTTERS. 7. ALL WATER AND STORM DRAIN OR SANITARY SEWER CROSSINGS SHALL CONFORM TO SECTION 2.22 OF ALL WATER AND STORM DRAIN OR SANITARY SEWER CROSSINGS SHALL CONFORM TO SECTION 2.22 OF THE 2010 EDITION OF THE UDACS. 8. ALL WATER FACILITIES SHALL BE FILLED, DISINFECTED, PRESSURE TESTED, FLUSHED, FILLED, AND AN ALL WATER FACILITIES SHALL BE FILLED, DISINFECTED, PRESSURE TESTED, FLUSHED, FILLED, AND AN ACCEPTABLE WATER SAMPLE OBTAINED, PRIOR TO CONNECTION TO THE PUBLIC DISTRIBUTION SYSTEM. 9. ANY INTERRUPTION OF SERVICE MUST BE PERFORMED IN ACCORDANCE WITH UDACS SECTION 3.14.01, ANY INTERRUPTION OF SERVICE MUST BE PERFORMED IN ACCORDANCE WITH UDACS SECTION 3.14.01, AND APPROVED BY THE BOULDER CTIY INSPECTION DIVISION PRIOR TO SHUTDOWN. PROPER WRITTEN NOTIFICATION MUST BE GIVEN TO ALL AFFECTED CUSTOMERS. 10. ALL WATER FACILITY CONSTRUCTION MATERIALS USED MUST BE AS LISTED ON THE LVVWD ALL WATER FACILITY CONSTRUCTION MATERIALS USED MUST BE AS LISTED ON THE LVVWD PRE-APPROVED MATERIALS AND MANUFACTURER'S LISTING FOR NEW FACILITIES, LATEST REVISION, OR SPECIFICALLY APPROVED ON THESE PLANS. 11. TELEPHONE “CALL BEFORE YOU DIG” AT “811” OR 1-800-227-2600. TELEPHONE “CALL BEFORE YOU DIG” AT “811” OR 1-800-227-2600. CALL BEFORE YOU DIG” AT “811” OR 1-800-227-2600. AT “811” OR 1-800-227-2600. 811” OR 1-800-227-2600. OR 1-800-227-2600. 12. NO LEAD COMPLIANCE NOTE: NO LEAD COMPLIANCE NOTE: TO COMPLY WITH THE FEDERAL SAFE DRINKING WATER ACT, ALL WATER WORKS BRASS PRODUCTS PROPOSED TO BE RELOCATED, OR INSTALLED AS NEW MUST BE INSTALLED WITH THE LEAD FREE APPROVED PRODUCT. THE OLD LEADED PRODUCT MAY NOT BE REUSED.
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STORMWATER MANAGEMENT NOTES:
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1. THE OWNER, SITE DEVELOPER, CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL EACH DAY THE OWNER, SITE DEVELOPER, 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 CLARK COUNTY TITLE 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, 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 A 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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SOUTHERN NEVADA - SOUTHWEST GAS CORPORATION GENERAL NOTES
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1. IN THE EVENT OF NATURAL GAS EMERGENCIES CALL 911 AND 1-877-860-6020. IN THE EVENT OF NATURAL GAS EMERGENCIES CALL 911 AND 1-877-860-6020. 2. THERE SHALL BE A MINIMUM HORIZONTAL AND VERTICAL CLEARANCE OF 12-INCHES BETWEEN THERE SHALL BE A MINIMUM HORIZONTAL AND VERTICAL CLEARANCE OF 12-INCHES BETWEEN NATURAL GAS FACILITIES AND ANY UNDERGROUND FACILITIES AND/OR STRUCTURES, INCLUDING BUT NOT LIMITED TO WATER, SEWER, STORM DRAIN, COMMUNICATIONS, AND ELECTRIC. 3. FOR VALVE ADJUSTMENT CONTACT 702-668-6107 48 HOURS PRIOR TO CONSTRUCTION FOR VALVE ADJUSTMENT CONTACT 702-668-6107 48 HOURS PRIOR TO CONSTRUCTION 4. IN THE EVENT OF A NATURAL GAS CONFLICT WITH PROPOSED UTILITIES AND/OR STRUCTURES IN THE EVENT OF A NATURAL GAS CONFLICT WITH PROPOSED UTILITIES AND/OR STRUCTURES CONTACT 702-365-2099.
AutoCAD SHX Text CAUTION: HIGH PRESSURE GAS!! CALL SOUTHWEST GAS AT 702-400-1789 FOR STAND-BY WHEN EXCAVATING OVER OR NEAR HIGH PRESSURE GAS LINES 48 HOURS PRIOR TO CONSTRUCTION.
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1. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW…
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