36C26118R0214-015.pdf

SHEET LIST

SHEET NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 CODE ANALYSIS

GI102 LIFE SAFETY PLAN

GI103 BID ALTERNATES

CIVIL

CI001 GENERAL CIVIL NOTES

CI002 PHASING PLAN

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS501 SITE DETAILS

CS502 SITE DETAILS

CS503 SITE DETAILS

CG101 GRADING PLAN

CU101 UTILITY PLAN

CU501 UTILITY DETAILS

CU502 UTILITY DETAILS

CJ101 EROSION CONTROL PLAN

CJ501 EROSION CONTROL DETAILS

STRUCTURE

SI001 GENERAL NOTES - STRUCTURAL

SI002 GENERAL NOTES - STRUCTURAL

SB100 FOUNDATION PLAN - STRUCTURAL

SB501 SLAB ON GRADE & FOUNDATION DETAILS - STRUCTURAL

SB502 FOUNDATION DETAILS - STRUCTURAL

SB503 FOUNDATION DETAILS - STRUCTURAL

SB601 FOUNDATION SCHEDULE AND TYPICAL DETAILS - STRUCTURAL

SF101 LEVEL 1 PLAN - STRUCTURAL

SF102 LEVEL 2 PLAN - STRUCTURAL

SF103 LEVEL 3 PLAN - STRUCTURAL

SF104 LEVEL 4 PLAN - STRUCTURAL

SF301 BUILDING SECTIONS - STRUCTURAL

SF401 EAST STAIR ENLARGED PLANS - STRUCTURAL

SF402 WEST STAIR ELEVATOR ENLARGED PLANS - STRUCTURAL

SF511 CIP COLUMN DETAILS - STRUCTURAL

SF521 POST TENSIONED FRAMING DETAILS - STRUCTURAL

SF522 POST-TENSIONED FRAMING DETAILS - STRUCTRUAL

SF531 PT SLAB DETAILS - STRUCTURAL

SF541 WATERPROOFING DETAILS - STRUCTURAL

SF551 STANDARD & MISCELLANEOUS DETAILS - STRUCTURAL

SF561 ENLARGED PLAN DETAILS - STRUCTURAL

SF562 ENLARGED PLAN DETAILS - STRUCTURAL

SF611 CIP COLUMN SCHEDULE - STRUCTURAL

SF622 PT BEAM & GIRDER DETAILS - STRUCTURAL

SF631 RC BEAM SCHEDULES & DETAILS

ARCHITECTURAL

AS001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AS101 LEVEL 1 ARCHITECTURAL PLAN

AS102 LEVEL 2 ARCHITECTURAL PLAN

AS103 LEVEL 3 ARCHITECTURAL PLAN

AS104 LEVEL 4 ARCHITECTURAL PLAN

AS105 ROOF PLAN AND DETAILS

AS201 BUILDING ELEVATIONS

AS202 BUILDING ELEVATIONS

AS212 DOOR SCHEDULE AND STOREFRONT ELEVATIONS

AS213 CURTAINWALL ELEVATIONS AND DETAILS

AS311 WALL SECTIONS AND DETAILS

AS401 ENLARGED STAIR PLANS

AS411 STAIR SECTIONS AND DETAILS

AS800 INTERIOR ELEVATIONS

FUNCTIONAL

AP101 LEVEL 1 PLAN - ARCHITECTURAL PARKING

AP102 LEVEL 2 PLAN - ARCHITECTURAL PARKING

AP103 LEVEL 3 PLAN - ARCHITECTURAL PARKING

AP104 LEVEL 4 PLAN - ARCHITECTURAL PARKING

AP501 STRIPING & PAINTED GRAPHICS - ARCHITECTURAL PARKING

AP511 SIGN MOUNTING DETAILS - ARCHITECTURAL PARKING

MECHANICAL

MH001 LEGEND AND SCHEDULES

MH002 PLUMBING CALCULATIONS

MH101 FIRST FLOOR MECHANICAL PLAN

MH102 SECOND FLOOR MECHANICAL PLAN

MH103 THIRD FLOOR MECHANICAL PLAN

MH104 FOURTH FLOOR MECHANICAL PLAN

MH105 ROOF MECHANICAL PLAN

MH501 MECHANICAL DETAILS

TELECOMMUNICATIONS

TN001 TELECOM GENERAL NOTES & LEGEND & LABELING

TN002 TELECOM DETAILS

TN003 TELECOM ONE-LINE DIAGRAMS

TN004 VIDEO SURVEILLANCE CAMERA SCHEDULE AND DETAILS

TN005 DOOR ACCESS CONTROL SYSTEM DETAILS

TN006 ENLARGED TELECOM ROOM PLANS

TN101 TELECOM SITE PLAN

TN201 TELECOM PLAN - LEVEL 1

TN202 TELECOM PLAN - LEVEL 2

TN203 TELECOM PLAN - LEVEL 3

TN204 TELECOM PLAN - LEVEL 4

ELECTRICAL

EE001 ELECTRICAL AND FIRE ALARM LEGEND, SHEET LIST & BID

ALTERNATES

EE002 FIXTURE SCHEDULE & ENERGY COMPLIANCE FORMS

EE003 LIGHTING CONTROL DETAILS & SCHEDULES

EE004 SCHEDULES AND LOAD CALCULATIONS

EE005 NEW WORK ONELINE DIAGRAM

EE501 DETAILS

EE502 DETAILS

EL101 LIGHTING PLAN - LEVEL 1

EL102 LIGHTING PLAN - LEVEL 2

EL103 LIGHTING PLAN - LEVEL 3

EL104 LIGHTING PLAN - LEVEL 4

EL401 ENLARGED ELECTRICAL PLANS

EP101 POWER & SIGNAL PLAN - LEVEL 1

EP102 POWER & SIGNAL PLAN - LEVEL 2

EP103 POWER & SIGNAL PLAN - LEVEL 3

EP104 POWER & SIGNAL PLAN - LEVEL 4

EP401 ENLARGED ELECTRICAL PLANS

ES101 OVERALL ELECTRICAL SITE PLAN

Contact:Contact:Contact:Contact: Contact: Contact:

AINSWORTH ASSOCIATES

MECHANICAL ENGINEERS

Roger Gravelle Mechanical Engineer

MECHANICAL

& PLUMBING

CARL WALKER INC.

Doug Gannon Structural Engineer

STRUCTURAL

ENGINEER

GUIDON DESIGN INC.

Stacey Paul Civil Engineer

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 104 e: spaul@guidondesign.com

CIVIL

ENGINEER

SIERRA NEVADA VA

MEDICAL CENTER

C. Patrick Cassady Project COR

Sierra Nevada Health Care System 975 Kirman Avenue Reno, NV 89502 p: 775.326.5788 e: Clarence.Cassady@va.gov

OWNER

GUIDON DESIGN INC.

Lindsey Lynch Project Designer

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 118 e: llynch@guidondesign.com

ARCHITECT

P.K. ELECTRICAL INC.

Jason Aviles Electrical Engineer

ELECTRICAL

& TECHNOLOGY

8910 Purdue Road Suite 400 Indianapolis, IN 46268 p: 317.735.3349 e: dgannon@carlwalker.com

1420 Holcomb Avenue Suite 201 Reno, NV 89502 p: 775.329.9100 e: rgravelle@aa-me.com

681 Sierra Rose Drive Suite B Reno, NV 89511 p: 775.826.9010 e: javiles@pkelectrical.com

AREA MAP

VICINITY MAP

PROJECT SITE

VA SIERRA NEVADA

HEALTH CARE SYSTEM

RENO, NEVADA

PARKING GARAGE DESIGN

BID DOCUMENTS

Contact:

CARL WALKER INC.

Ray Mulvaney Functional Design Specialist

FUNCTIONAL

DESIGN

p: 317.735.3349 e: rmulvaney@carlwalker.com

8910 Purdue Road Suite 400 Indianapolis, IN 46268PARKING COUNTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

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GI000

COVER SHEET PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 LJL LAL

BID DOCUMENTS

NOT SPRINKLEREDC. Patrick Cassady, CORRevisions: Date:

GOVERNING CODES:

ICC, International Building Code, 2015 edition (IBC) NFPA 101, Life Safety Code, 2015 edition (LSC) NFPA 10, Standard for Portable Fire Extinguishers, 2016 edition.

NFPA 14, Standard for the Installation of Standpipe and Hose System, 2016 edition.

NFPA 24, Standard for the Installation of Private Fire Service Mains and their Appurtenance, 2016 edition.

NFPA 72, National Fire Alarm Code, 2016 edition.

NFPA 70, National Electric Code, 2014 edition.

NFPA 80, Standard for Fire Doors and Other Opening Protectives, 2013 edition.

NFPA 88A, Standard for Parking Structures, 2015 edition.

NFPA 90A, Standard for the Installation of Air-Conditioning and Ventilating

Systems, 2015 edition.

NFPA 220, Standard Types of Building Construction, 2015 edition.

NFPA 291, Recommended Practice for Fire Flow Testing and Marking of

Hydrants, 2016 edition.

ASTM E2072-04, Specification for Photoluminescent (Phosphorescent) Safety

Markings, 2004 edition.

International Plumbing Code

ASHRAE 90.1-2012

ASHRAE 62.1 – 2012

ANSI A117.1-2009 Standard on Accessible & Usable Buildings and Facilities 2010 ADA Standards for Accessible Design

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

PCI MNL 120-10, Design Handbook

VA Parking Design Manual & Demand Model, April 2013 VA Barrier Free Design Guide Architectural Electrical Elevator

HVAC

Plumbing Site and Landscape Auto Transport Interior Design Signage Structural Sanitary Fire Protection, Seventh Edition December 2015 Facilities Physical Security Design Manual: Life-Safety Protected Sustainability Guidelines

VA DESIGN MANUALS:

3. The electrical, security and IT rooms do not have a total area exceeding 3,000 SF therefore shall be separated by partitions built to resist the passage of smoke. NFPA 88A 5.2.4.

4. Fire barriers will extend from the top of the floor below to the underside of the floor or roof deck above. The openings and penetrations in required exit enclosures will be protected with self-closing or automatic-closing opening protectives. Openings in fire resistance rated walls will be protected in accordance with the following:

COMPONENT WALLS AND PARTITIONS FIRE DOOR ASSEMBLIES

(HR) NFPA 101 8.3.4.2 (HR/MIN) NFPA 101 8.3.4.2

Elevator Machine Rooms 2 (NFPA 7.14.7.1) 1.5(90)

Vertical Shafts (including enclosed exit stairways) 0 (NFPA 101 42.8.3.1.2) 0

Fire Barriers 1 .75(45) 2 1.5(90) 3 3(180)

Piping, conduit, and wire penetrations of fire rated construction will be protected by materials or systems of the same hourly rating listed by Underwriters Laboratories (UL), Factory Mutual (FM), or a National Recognized Testing Laboratory (NRTL). Duct, air transfer openings, and other penetrations through floors, shaft enclosures and other fire rated construction will be protected in accordance with the LSC and the IBC.

G. MEANS OF EGRESS

Means of egress shall be in compliance with NFPA 101 and as modified by NFPA 88A. Egress requirements are based upon a non-sprinklered building. Exits must be so located on each story such that the maximum length of exit access travel, measured from the most remote point within a story along the natural and unobstructed path of egress travel to an exterior exit door at the level of exit discharge, an entrance to a vertical exit enclosure, an exit passageway, a horizontal exit, an exterior exit stairway or an exterior exit ramp, may not exceed the distances allowed by the Code.

Egress requirements are outlined below.

1. Maximum travel distance: open parking garage – 300 feet ( NFPA 101 Table 42.8.2.6.1 )

2. Common path of travel: 50 feet ( NFPA 101 Table 42.8.2.5.1 )

3. Dead ends: 50 feet ( NFPA 101 Table 42.8.2.5.2 )

4. Number of exits: At least two exits shall be provided from every floor/tier. In certain conditions ramps may be substituted for an egress stair. ( NFPA 101 Table 42.8.2.4 )

5. Egress Width Factor: NFPA 101 Table 7.3.3.1 requires a minimum egress width of 0.2 in per occupant for doors, ramps, and corridors and a minimum egress width of 0.3 in per occupant for stairs.

6. Occupant Load factor: NFPA 101 Table 7.3.1.2 requires an Occupant load factor of 500 s.f. per person be applied to storage use type facilities other than storage and mercantile occupancies. Parking garages are classified by chapter 42 of the NFPA 101 as storage type occupancies. IBC Table 1004.1.2 requires an occupant load factor of 200 for parking garages

7. Remoteness of exits: Where two or more exits or exit access doorways are required from any portion of the exit access, at least two of the exit doors or exit access doorways must be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between exit doors or exit access doorways.

8. Stairs Design ( per the NFPA 101 7.2.2):

9. Maximum Riser Height: 7 inches (NFPA 101 Table 7.2.2.2.1.1(a))

Minimum Tread Length: 11 inches (NFPA 101 Table 7.2.2.2.1.1(a)) Minimum Stair Width: 44 inches (NFPA 101 Table 7.2.2.2.1.2(B)) Guard: 42 inches( Required where elevation change exceeds 30 inches. Design shall prevent the passage of a 4 inch Sphere.) (NFPA 101 7.2.2.4.6.2) Handrail: 34-38 inches (NFPA 101 7.2.2.4.5.1) Minimum Clearance: 6 feet 8 inches (Measured vertically from nose of tread.)

Signage: Required at each floor level (NFPA 101 7.2.2.5.4)

10. Ramp Design: per the NFPA 101 7.2.5):

Maximum Slope: 1/12 (NFPA 101 Table 7.2.5.3(a)) Guard: 42 inches(Required where elevation change exceeds 30 inches. Design shall prevent the passage of a 4 inch Sphere.) (NFPA 101 7.2.2.4.6.2) 4 inch curbs required for drop off edge of ramp

Handrail: 34-38 inches (required for ramps with more than a 6 inch rise) (NFPA 101 7.2.2.4.5.1)

11. Areas Of Refuge: Not required in open parking garages (NFPA 101 42.8.2.2.9.2)

H. EMERGENCY ELEVATOR OPERATION

Elevator will have a Smoke detector, located in its respective lobby, on each floor level where the lobby is enclosed. A heat detector is permitted where the lobby is open to the environment. Upon activation of a lobby heat detector or machine room smoke detector, the elevators served by that lobby or machine room will be recalled to the main level of the building, one at a time. In the event that the alarm is on this designated level, the elevators will be recalled one at a time to an alternate level. It is proposed to recall only the elevator or group of elevators served by the affected lobby or elevator machine room.

After returning to the appropriate level, the elevators will stop, the doors will open, and the elevators will be rendered inoperable without the use of the fireman's key or until such time that they are manually reset to the normal operating mode. This mode of operation is provided for fire department use to allow for access to all levels served by the elevators.

I. Automatic Sprinkler System Not required in open parking garages (NFPA 101 42.8.3.5 and NFPA 88A 6.4.4)

J. Standpipes Class I Standpipes are not required in open parking garages not exceeding 50 feet in height PER NFPA 88A 6.5.1

K. PORTABLE FIRE EXTINGUISHERS

1. Portable fire extinguishers will be provided throughout the garages as required by IFC section 906.1 and spaced in accordance with NFPA 10, 2013 edition. 75' Spacing

L. Fire alarm system Not required per NFPA 101 42.8.3.4.1.2. and IBC 907.2

A. OCCUPANCY CLASSIFICATION

1. The parking garage is classified as low-hazard storage facilities, a Group S-2 Occupancy, and as an ordinary hazard by NFPA 101 42.8.15

2. The parking garage is considered an OPEN PARKING STRUCTURE openings shall comply with the following:

a. Open Parking Structure: A parking structure that meets the requirements of NFPA 88A Section 5.5

i. Each parking level shall have wall openings to the atmosphere for an area of not less than 1.4 square feet for each linear foot of the exterior perimeter.

ii. Opening shall be distributed over a minimum of 40% of the building perimeter or uniformly over two opposing sides.

iii. Interior wall lines and columns shall be at least 20% open, with openings distributed to provide ventilation.

3. This parking garage is classified as a Ramp Type Parking Structure: A parking Structure that utilizes sloped ramps for vertical vehicle circulation per NFPA 88A 4.1.3

B. CONSTRUCTION CLASSIFICATION

1. The parking garage is to be constructed in accordance with the provisions of NFPA 88A as defined in NFPA 220.

Construction type for a building exceeding 25 feet in height shall be Type I, Type II(222) or Type II(111). An open parking garage of these construction types may be unlimited in height and area. In addition, per NFPA 88 5.1.4, Type II(000) is permitted to be of unlimited area where both the height does not exceed 75 feet and the horizontal distance from any point on any parking level to an exterior wall opening on a street, an alley, a courtyard or other similar permanent open space does not exceed 200 feet.

2. The Parking Garage has four levels above grade and is classified as an open parking structure. The construction classification is Type II(000) based upon the occupancy and area of the building.

3. Primary structural elements of Type II(000) buildings are not required to be rated. Primary structural elements supporting a roof are not required to be rated, and all floor construction are not required to be rated.

NFPA 220 Table 4.1.1

4. Primary structural members are considered to be bearing walls, columns, and the girders, beams, trusses and spandrels having direct connections to columns and bracing members designed to carry gravity loads. The members of floor or roof panels which have no connection to the columns and do not carry a gravity load are considered secondary members and are not part of the structural frame of a building

CODE ANALYSIS

C. FIRE RESISTANCE RATED SEPARATIONS

The Garage will be designed as nonseparated mixed uses. Incidental uses are not anticipated, so no fire rated separation is required between occupancies. Interior building elements that require fire resistance ratings are listed below:

BUILDING ELEMENT FIRE RESISTANCE RATING CODE REFERENCE

Non-enclosed Exit Stairs (Provided) 0 NFPA 88A, 4.1.5 Enclosed Exit Stairs (NOT PROVIDED) 1,2 NFPA 101 7.1.3.2.1

Ramps 0 NFPA 101 42.8.3.1.2

Other shafts which connect 2 or more stories 2 NFPA 101 42.8.3.1.2

Elevator machine rooms 2 NFPA 101 7.14.7.1

Emergency generator (if provided) 2 NFPA 70

(1) Supporting structural members (located within one structural bay) must have the same fire resistance rating. The fire resistance rating must be carried through all structural members; extending to the foundation. In addition, the shaft construction must maintain the same fire rating as the floor construction (1 Hr rated).

(2) Where nonrated walls or unprotected openings enclose the exterior of the stairway and the walls or openings are exposed by other parts of the building at an angle of less than 180 degrees, the building exterior walls within

3.048 m (10 ft) horizontally of a nonrated wall or unprotected opening must have a fire resistance rating of not less than 1-hour. Openings within such exterior walls must be protected by opening protectives having a fire protection rating of not less than ¾-hour. This construction must extend vertically from the ground to a point 3.048 m (10 ft) above the top most landing of the stairway or to the roof line, whichever is lower.

1. Mechanical equipment rooms incidental to the use of the building are not required to be separated by an occupancy separation. Special hazard rooms such as general storage and furnace/boiler rooms and electrical switchgear rooms shall be separated per NFPA 70 and potentially IBC Table 508.2.

2. Cashier and attendant booths are not required to be separated. NFPA 88A 5.2.4.

D. BUILDING PLACEMENT

The code requires the exterior walls of buildings to be protected from one another based on the fire separation distance between buildings, or to a lot line. Fire separation distance is defined as the distance measured from the face of a building to one of the following three points:

1. The closest interior lot line;

2. To the centerline of a street, an alley or public way, or;

3. To an imaginary line between two buildings on the property.

No fire rated separation is required where the parking structure is separated by 10 feet. NFPA 88A 5.2.2

E. INTERIOR FINISH

Interior wall and ceiling finish to be designed in accordance with the NFPA 101, 42.8.3.3.3.

1. Class A, B and C finish is permitted for interior walls and ceilings in rooms, and corridors. Class A or B finish is permitted for exits.

2. Per the IBC Section 406.2.6 all floor surfaces shall be of concrete or other similar non-combustible and non-absorbent materials. Floor Finish shall not be less than Class II.

F. EGRESS LIGHTING AND EXIT SIGNAGE

Emergency egress lighting will be provided throughout the common portions of the means of egress in accordance with The Life Safety Code section 42.8.2.8, 42.8.2.9 and 42.8.2.10.

1. These areas include drive lanes, corridors, exit access spaces within areas requiring two (2) or more means of egress, the lobby/entrance areas, exit stairs, and the exit discharge areas (including exterior locations until the public way).

2. Each required exit will be identified with an exit sign, including exit access, and within areas requiring multiple exits. Directional exit signs will also be provided to direct occupants toward the closest exit so that no occupant is more than 100 feet from an exit sign.

3. The egress lighting and exit signs will be provided with a secondary source of power in the event that the primary power source is disrupted. The secondary power source will consist of either internal batteries or a connection to an emergency power system.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

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GI101

CODE ANALYSIS PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 LJL LAL

BID DOCUMENTS

NOT SPRINKLEREDC. Patrick Cassady, CORRevisions: Date:

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DN

596 SF

S

146 SF

SDIAGONAL DISTANCE = 275' - 6"

STORAGE

TELECOM AND

SECURITY

ELECTRICAL

STAIR 02

STAIR 01

ELEVATOR LOBBY

103 ELEVATOR

ELEVATOR

MACHINE

FE

FE

FE

EXIT DIRECTLY

TO GRADE

TR

AV

EL

D

IS

TA

NC

E

= 2

VEHICLE

EXIT

EXIT

FE

FE

230 SF

S

136 SF

S

STORAGE

225 SF

S

24303 SF

200122 S

DIAGONAL DISTANCE = 275' - 6"

DISTANCE BETWEEN EXITS = 237'

FE

FE

TR

AV

EL

D

IS

TA

NC

E

= 2

EXIT

FE FE

FE

28330 SF

200142 S

128 SF

S

FE

DISTANCE BETWEEN EXITS = 237'

DIAGONAL DISTANCE = 275' - 6"

FE

FE

TR

AV

EL

D

IS

TA

NC

E

= 2

EXIT

EXIT

FE FE

FE

28758 SF

200143 S

126 SF

S

FE

DIAGONAL DISTANCE = 275' - 6"

DISTANCE BETWEEN EXITS = 237'

FE

FE

FE

TR

AV

EL

D

IS

TA

NC

E

= 2

EXIT

FE FE

26823 SF

200135 S

185 SF

S

FE

CODE ANALYSIS LEGEND

TOTAL OCCUPANCY

FE

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

2 HR - FIRE SEPARATION

B

1500 SF

100 1

SMOKE RESISTIVE HAZARDOUS AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

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GI102

LIFE SAFETY PLAN PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 LJL LAL

BID DOCUMENTS

NOT SPRINKLEREDC. Patrick Cassady, COR

SCALE: 1/16" = 1'-0"GI102

1 LEVEL 1 - LIFE SAFETY PLAN

SCALE: 1/16" = 1'-0"GI102

2 LEVEL 2 - LIFE SAFETY PLAN

SCALE: 1/16" = 1'-0"GI102

3 LEVEL 3 - LIFE SAFETY PLAN

SCALE: 1/16" = 1'-0"GI102

4 LEVEL 4 - LIFE SAFETY PLAN

NN

N N

GROSS BUILDING AREA

FLOOR SF

LEVEL 1

GROSS BUILDING AREA 26163 SF

LEVEL 2

GROSS BUILDING AREA 29588 SF

LEVEL 3

GROSS BUILDING AREA 29547 SF

LEVEL 4

GROSS BUILDING AREA 28203 SF

113502 SF

LIFE SAFETY OCCUPANCY COUNT

AREA SF OCC OCC FACTOR # OF OCC

LEVEL 1

STORAGE 596 SF S 200 3

IT AND SECURITY 146 SF S 200 1

PARKING 24303 SF S 200 122

STORAGE 230 SF S 200 2

ELECTRICAL 136 SF S 200 1

LOBBY 225 SF S 200 2

25634 SF 131

LEVEL 2

PARKING 28330 SF S 200 142

LOBBY 128 SF S 200 1

28457 SF 143

LEVEL 3

PARKING 28758 SF S 200 143

LOBBY 126 SF S 200 1

28884 SF 144

LEVEL 4

PARKING 26823 SF S 200 135

LOBBY 185 SF S 200 1

27008 SF 136

109983 SF 554

BUILDING TOTAL:

BUILDING TOTAL:

Revisions: Date:

E9-

AS-

E9-

E9-3584

AS-1216

E9-1206

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E9- 3584

AS- 1216

E9- 1206

E9-

AS-

E9-

E9-

AS-

E9-

E9- 1206

AS- 1216

E9- 1235

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E9

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E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

DN

STATEMENT OF BID ALTERNATES

REMOVE PV RACEWAY SYSTEM TO ROOF

REFER TO ELECTRICAL SHEETS FOR FULL EXTENTS AND LOCATIONS.

REMOVE ALL TREES FROM DESIGN

DO NOT PROVIDE NEW TREES ON SITE. REFER TO SHEET CS101 FOR EXTENTS AND COUNTS.

REMOVE FALL DETERRENT - PARTIAL LEVEL 2

DO NOT PROVIDE FALL DETERRENT ON LEVEL 2 ONLY ALONG THE FOLLOWING LOCATIONS:

COLUMN B/11 TO B/13

COLUMN D/14 TO E/14

COLUMN G/14 TO H/14

COLUMN H/14 TO H/11

REFER TO DRAWINGS ON GI103 FOR EXTENT OF FALL DETERRENT TO BE REMOVED.

REMOVE FALL DETERRENT - LEVEL 2

DO NOT PROVIDE FALL DETERRENT ON LEVEL 2 ONLY ALONG THE FOLLOWING LOCATIONS:

COLUMN H/2 TO H/5

COLUMN H/2 TO G/2

COLUMN E/2 TO C/2

REFER TO DRAWINGS ON GI103 FOR EXTENT OF FALL DETERRENT TO BE REMOVED.

REMOVE EMERGENCY CALL BOXES

DO NOT PROVIDE EMERGENCY CALL BOXES (6). REFER TO TELECOMMUNICATION SHEETS FOR FULL EXTENTS AND LOCATIONS. ALL INFRASTRUCTURE IS

TO REMAIN IN BASE BID FOR FUTURE CONNECTIVITY.

REMOVE SECURITY CAMERAS

DO NOT PROVIDE SECURITY CAMERAS. SEE TELECOMMUNICATIONS SHEETS FOR FULL EXTENTS AND LOCATIONS. ALL INFRASTRUCTURE IS TO REMAIN IN

BASE BID FOR FUTURE CONNECTIVITY.

DO NOT PROVIDE 2 FULL TIME TRAFFIC FLAGGERS

DO NOT PROVIDE 2 TRAFFIC FLAGGERS. SEE CIVIL PHASING PLAN FOR EXTENTS. ASSUME VA WILL PROVIDE FLAGGERS IN EXISTING GARAGE.

REMOVE ALTERNATE 'H' AREA OF THE STRUCTURE

REDUCE LEVEL 4 FOOTPRINT AS INDICATED ON 1/GI103. GARAGE AT THIS AREA IS REDUCED BY ONE TOTAL FLOOR IN HEIGHT. THIS INCLUDES REDUCING STAIR 01 STRUCTURALLY BY ONE STORY HEIGHT AND REDUCING THE ELEVATOR SHAFT AND MECHANISMS BY ONE STORY IN HEIGHT. INCLUDING BUT NOT LIMITED TO, REDUCTION OF CURTAIN WALL SYSTEM, STAIRS, RAILING, SIGNAGE, PIPING, DRAINS, AND LIGHTING. SEE EE001 FOR ELECTRICAL WORK. THIS

ALSO INCLUDES REDUCING THE FALL DETERRENT WITHIN THE AREA.

PROVIDE BUMPER/CRASH WALL AND FALL DETERRENT BETWEEN COLUMN LINE F/2 AND F/5. PROVIDE METAL POWDER COATED EGRESS STAIR BETWEEN COLUMN LINE F/2 AND F/3 AS INDICATED IN BLACK FROM LEVEL 4 TO LEVEL 3. PROVIDE 3 BOLLARDS THAT WILL SURROUND STAIR.

REMOVE ALTERNATE 'J' AREA OF THE STRUCTURE

REDUCE LEVEL 4 FOOTPRINT AS INDICATED ON 1/GI103. GARAGE AT THIS AREA IS REDUCED BY ONE TOTAL FLOOR IN HEIGHT. INCLUDING BUT NOT LIMITED TO, STRUCTURAL ELEMENTS, SIGNAGE, PIPING, DRAINS AND LIGHTING. SEE EE001 FOR ELECTRICAL WORK. THIS ALSO INCLUDES REDUCING THE FALL DETERRENT IN THE AREA. SNOW GATE SHALL BE RELOCATED TO LEVEL 3 AT SAME PLACE ON GRID LINE.

PROVIDE BUMPER/CRASH WALL AND FALL DETERRENT BETWEEN COLUMN LINE F/8 AND H/8.

REMOVE ALTERNATE 'K' AREA OF THE STRUCTURE

REDUCE LEVEL 4 FOOTPRINT AS INDICATED ON 1/GI103. GARAGE AT THIS AREA IS REDUCED BY ONE TOTAL FLOOR IN HEIGHT. INCLUDING BUT NOT LIMITED TO, STRUCTURAL ELEMENTS, SIGNAGE, PIPING, DRAINS AND LIGHTING. SEE EE001 FOR ELECTRICAL WORK. THIS ALSO INCLUDES REDUCING THE

FALL DETERRENT IN THE AREA.

PROVIDE BUMPER/CRASH WALL AND FALL DETERRENT BETWEEN COLUMN F/10 AND H/10.

REMOVE ALTERNATE 'L' AREA OF THE STRUCTURE

REDUCE LEVEL 4 FOOTPRINT AS INDICATED ON 1/GI103. GARAGE AT THIS AREA IS REDUCED BY ONE TOTAL FLOOR IN HEIGHT. INCLUDING BUT NOT LIMITED TO, STRUCTURAL ELEMENTS, SIGNAGE, PIPING, DRAINS AND LIGHTING. SEE EE001 FOR ELECTRICAL WORK. THIS ALSO INCLUDES REDUCING THE

FALL DETERRENT IN THE AREA.

PROVIDE BUMPER/CRASH WALL AND FALL DETERRENT BETWEEN COLUMN F/11 AND F/14.

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ALTERNATE 'J' ALTERNATE 'K' ALTERNATE 'L'

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

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GI103

BID ALTERNATES PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 LJL LAL

BID DOCUMENTS

NOT SPRINKLEREDC. Patrick Cassady, COR

SCALE: 3/32" = 1'-0"GI103

1 BID ALTERNATE - 'H 'J' 'K' 'L'

SCALE:GI103

2 BID ALTERNATE - 'C'

SCALE:GI103

4 BID ALTERNATE - 'D'

REMOVE FALL DETERRENT FROM INDICATED AREAS

REMOVE FALL DETERRENT FROM INDICATED AREAS

LEVEL 4 PLAN

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers:

PARKING GARAGE DESIGN

VA SIERRA NEVADA

654-250

2018/03/05 SLP CMBRevisions: Date:

BID DOCUMENTS

NOT SPRINKLERED

E/T Engineers:

C. Patrick Cassady, COR

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

STATE OF

PE 10302594

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PONDING

CI001

GENERAL CIVIL NOTES

AutoCAD SHX Text GENERAL 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 3. THE DISTURBED AREA ON THE SITE EXCEEDS ONE ACRE. THE THE DISTURBED AREA ON THE SITE EXCEEDS ONE ACRE. THE CONTRACTOR SHALL SUBMIT A NOTICE OF INTENT (NOI) FOR COVERAGE UNDER NEVADA DEPARTMENT OF ENVIRONMENTAL PROTECTION CONSTRUCTION GENERAL PERMIT PRIOR TO CONSTRUCTION. 4. FOR VIEWING CLARITY OF THESE PLANS, THE PIPES OR FOR VIEWING CLARITY OF THESE PLANS, THE PIPES OR STRUCTURES MAY NOT BE DRAWN TO SCALE. 5. THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPLETE INVENTORY OF ALL UTILITIES CURRENTLY ON OR NEAR THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PUBLIC AND/OR PRIVATE UTILITY LOCATING SERVICES PRIOR TO STARTING CONSTRUCTION. 6. THE SIZE AND LOCATIONS OF THE UTILITIES INDICATED ON THE SIZE AND LOCATIONS OF THE UTILITIES INDICATED ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR IS TO DETERMINE AND FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES. 7. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD AND COR PRIOR TO CONSTRUCTION SO THAT REDESIGN OR CLARIFICATION MAY OCCUR. LANDSCAPING 1. CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AS CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE COR UPON ALL PLANT MATERIAL SHALL BE APPROVED BY THE COR UPON DELIVERY TO THE SITE, AND PRIOR TO INSTALLATION. 3. IF DISCREPANCIES ARISE BETWEEN ACTUAL PLANTING AREA IF DISCREPANCIES ARISE BETWEEN ACTUAL PLANTING AREA SIZES IN THE FIELD AND THOSE SHOWN ON THE PLANS, CONTRACTOR SHALL CONTACT THE COR FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN WILL RESULT IN CONTRACTOR'S LIABILITY FOR MATERIALS RELOCATION. 4. FINAL LOCATIONS OF ALL PLANT MATERIALS SHALL BE SUBJECT FINAL LOCATIONS OF ALL PLANT MATERIALS SHALL BE SUBJECT TO APPROVAL OF THE COR. 5. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN IN THE DRAWINGS. 6. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABITAT, FLOWER, LEAF, COLOR, FRUIT, AND CULTURE ONLY AS APPROVED BY THE COR. 7. TREES SHALL NOT BE PLANTED LESS THAN 5' FROM CURBS TREES SHALL NOT BE PLANTED LESS THAN 5' FROM CURBS OR HARD SURFACE AREAS UNLESS A ROOT BARRIER IS INSTALLED. DEMOLITION 1. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFFSITE. 2. CONDUCT DEMOLITION AND CONSTRUCTION ACTIVITIES IN SUCH CONDUCT DEMOLITION AND CONSTRUCTION ACTIVITIES IN SUCH A MANNER TO PROVIDE MINIMUM TRAFFIC DISRUPTIONS. CONTRACTOR TO INSTALL TRAFFIC CONTROL DEVICES PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, AS NECESSARY. 3. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 4. CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 5. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 6. CONTRACTOR TO MAINTAIN PROPER DRAINAGE IN DEMOLITION CONTRACTOR TO MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO EXISTING BUILDINGS AND/OR SITE ENTITIES THAT ARE TO REMAIN. 8. CONCRETE TO BE SAWCUT SHALL BE SAWCUT TO THE NEAREST CONCRETE TO BE SAWCUT SHALL BE SAWCUT TO THE NEAREST CONCRETE JOINT BEYOND THE LIMITS ILLUSTRATED. SITE PLAN 1. ALL DIMENSIONS ARE TO THE BACK OF CURB. WHEN CURBS ALL DIMENSIONS ARE TO THE BACK OF CURB. WHEN CURBS ARE NOT PRESENT, DIMENSION ARE TO THE EDGE OF PAVEMENT. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO CONSTRUCTION AND IDENTIFY DISCREPANCIES TO THE ENGINEER OF RECORD AND COR. AND COR. 3. SEE SHEET CS501, CS502, CS503 FOR PROPOSED SITE SEE SHEET CS501, CS502, CS503 FOR PROPOSED SITE IMPROVEMENT DETAILS REFERENCED. 4. WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING FINISHED CONDITIONS ARE TO BE REPAIRED OR REPLACED. THESE FINISHED CONDITIONS ARE TO MATCH EXISTING UNLESS OTHERWISE NOTED. GRADING 1. CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IN CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IN IMPROVED AREAS IS ACHIEVED. CONTRACTOR TO TEST AND CORRECT ANY PONDING CONDITIONS. CONDITIONS. 2. ALL SLOPES SHALL BE 4:1 OR FLATTER, UNLESS OTHERWISE ALL SLOPES SHALL BE 4:1 OR FLATTER, UNLESS OTHERWISE SHOWN. 3. ALL GRADES AT THE PROJECT BOUNDARY OR PROPERTY LINE ALL GRADES AT THE PROJECT BOUNDARY OR PROPERTY LINE SHALL MEET EXISTING GRADES. 4. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL. 5. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE AFTER CONSTRUCTION IS COMPLETE. 6. CONTOURS ARE SHOWN AS A REFERENCE TO MEET CONTOURS ARE SHOWN AS A REFERENCE TO MEET JURISDICTIONAL REQUIREMENTS. CONTRACTOR SHOULD GRADE SITE PER THE PROPOSED SPOT GRADE ELEVATIONS. UTILITIES 1. CONTRACTOR TO MAINTAIN ALL EXISTING UTILITIES TO STAY IN CONTRACTOR TO MAINTAIN ALL EXISTING UTILITIES TO STAY IN SERVICE DURING CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION TO VERIFY UTILITIES THAT MIGHT BE PRESENT ON SITE. 3. THE CONTRACTOR IS REQUIRED TO PROVIDE ADEQUATE THE CONTRACTOR IS REQUIRED TO PROVIDE ADEQUATE SHEETING, SHORING, AND DEWATERING IN ALL TRENCHES AND EXCAVATIONS AS NECESSARY IN ACCORDANCE WITH OSHA; AND IS SOLELY RESPONSIBLE FOR THE SAFETY OF SHEETING, SHORING, AND DEWATERING. 4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING, THE LOCATION AND ELEVATION OF THE EXISTING PIPING AND STRUCTURES SHALL BE FIELD VERIFIED BY THE CONTRACTOR. IF ANY DISCREPANCIES ARE FOUND, THEN THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 5. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF OSHA SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES TO HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. 6. REFER TO SHEETS CU501 CU502 FOR PROPOSED UTILITY REFER TO SHEETS CU501 CU502 FOR PROPOSED UTILITY DETAILS REFERENCED. 7. MEASUREMENTS AND SLOPES SHOWN ARE FROM CENTER OF MEASUREMENTS AND SLOPES SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 8. QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY THE CONTRACTOR. EROSION CONTROL 1. EROSION AND SEDIMENTATION CONTROL DEVICES TO BE EROSION AND SEDIMENTATION CONTROL DEVICES TO BE INSTALLED PRIOR TO BEGINNING CONSTRUCTION. 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THAT PART OF THE SITE WILL RESUME WITHIN TWENTY-ONE (21) DAYS. 3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. 4. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES TO EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES TO BE MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED. AFTER COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED AND EROSION IS NO LONGER EVIDENT. REMOVAL OF THE REMAINING DEVICES SHALL OCCUR AS OTHER AREAS ARE ESTABLISHED. 5. EROSION CONTROL MEASURES SHALL BE INSPECTED EVERY EROSION CONTROL MEASURES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 6. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL CONSTRUCTION SHALL BE SEEDED, MULCHED, AND RESTORED IN ACCORDANCE WITH THE SPECIFICATIONS. 7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAYS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. 8. SEE SHEET CJ501 FOR PROPOSED EROSION AND SEDIMENT SEE SHEET CJ501 FOR PROPOSED EROSION AND SEDIMENT CONTROL DETAILS REFERENCED.

AutoCAD SHX Text

CIVIL SITE ABBREVIATIONS

AutoCAD SHX Text AC ACRE ACRE ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT AGGR AGGREGATE AGGREGATE ALT ALTERNATE ALTERNATE APPROX APPROXIMATE APPROXIMATE ARV AIR RELEASE VALVE AIR RELEASE VALVE ASPH ASPHALT ASPHALT ASSY ASSEMBLY ASSEMBLY BC BACK OF CURB BACK OF CURB BFP BACKFLOW PREVENTER BACKFLOW PREVENTER BLDG BUILDING BUILDING BLT BUILT BUILT BM BENCHMARK BENCHMARK BNRY BOUNDARY BOUNDARY BO BLOW OFF BLOW OFF C/C CENTER TO CENTER CENTER TO CENTER CB CATCH BASIN CATCH BASIN CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CHKV CHECK VALVE CHECK VALVE CI CAST IRON CAST IRON CIR CIRCULAR CIRCULAR CJ CONSTRUCTION JOINT OR CONTROL CONSTRUCTION JOINT OR CONTROL JOINT CL CENTER LINE CENTER LINE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CND CONDUIT CONDUIT CO CLEANOUT CLEANOUT COMM COMMUNICATION COMMUNICATION CONC CONCRETE CONCRETE CONST CONSTRUCT OR CONSTRUCTION CONSTRUCT OR CONSTRUCTION COR CORNER CORNER CTR CENTER CENTER CTRL CONTROL CONTROL CTV CABLE TELEVISION CABLE TELEVISION CF CUBIC FEET CUBIC FEET CY CUBIC YARD CUBIC YARD CV CONTROL VALVE CONTROL VALVE DA DRAINAGE AREA DRAINAGE AREA DAT DATUM DATUM DBL DOUBLE DOUBLE DDCV DOUBLE DETECTOR CHECK VALVE DOUBLE DETECTOR CHECK VALVE DEG DEGREE DEGREE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DI DROP INLET DROP INLET DIA DIAMETER DIAMETER DIFF DIFFERENCE OR DIFFERENTIAL DIFFERENCE OR DIFFERENTIAL DIM DIMENSION DIMENSION DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DIST DISTANCE DISTANCE DOM DOMESTIC DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION DS DOWNSPOUT DOWNSPOUT DW DOMESTIC WATER DOMESTIC WATER EA EACH EACH EC EDGE OF CURB EDGE OF CURB EG EXISTING GRADE EXISTING GRADE EJ EXPANSION JOINT EXPANSION JOINT ELEV ELEVATION ELEVATION EP EDGE OF PAVEMENT (PAVING) EDGE OF PAVEMENT (PAVING) EPA ENVIRONMENTAL PROTECTION ENVIRONMENTAL PROTECTION AGENCY ESMT EASEMENT EASEMENT EQ EQUAL EQUAL EQL SP EQUALLY SPACED EQUALLY SPACED EQUIP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT ES EDGE OF SHOULDER EDGE OF SHOULDER ESMT EASEMENT EASEMENT EW END WALL END WALL EX EXISTING EXISTING EXP EXPANSION EXPANSION F/F FACE TO FACE FACE TO FACE FES FLARED END SECTION FLARED END SECTION FFE FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FHA FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY FNC FENCE FENCE FOC FACE OF CURB FACE OF CURB FPM FEET PER MINUTE FEET PER MINUTE FPS FEET PER SECOND FEET PER SECOND FPW FIRE PROTECTION WATER SUPPLY FIRE PROTECTION WATER SUPPLY FSP FIRE STANDPIPE FIRE STANDPIPE FT FEET OR FOOT FEET OR FOOT G NATURAL GAS OR GAS LINE NATURAL GAS OR GAS LINE GA GAGE GAGE GAL GALLON GALLON GEN GENERATOR GENERATOR GPD GALLONS PER DAY GALLONS PER DAY GT GREASE TRAP GREASE TRAP GV GATE VALVE GATE VALVE GUT GUTTER GUTTER HAZ MAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HB HOSE BIBB HOSE BIBB HC HANDICAP OR HANDICAPPED HANDICAP OR HANDICAPPED HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HDWL HEADWALL HEADWALL HH HAND HOLE HAND HOLE HORIZ HORIZONTAL HORIZONTAL HP HIGH POINT HIGH POINT HT HEIGHT HEIGHT HV HOSE VALVE HOSE VALVE HWY HIGHWAY HIGHWAY HYD HYDRANT HYDRANT IE INVERT ELEVATION INVERT ELEVATION INCL INCLUDED INCLUDED INFO INFORMATION INFORMATION INV INVERT INVERT IW IRRIGATION WATER IRRIGATION WATER LAT LATITUDE LATITUDE LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) LOC LOCATION LOCATION LONG LONGITUDE OR LONGITUDINAL LONGITUDE OR LONGITUDINAL LOS LINE OF SIGHT LINE OF SIGHT LP LOW POINT OR LIGHT POLE LOW POINT OR LIGHT POLE LT LEFT LEFT MAX MAXIMUM MAXIMUM MB MAIL BOX MAIL BOX MEG MEET EXISTING GRADE MEET EXISTING GRADE MEMO MEMORANDUM MEMORANDUM MFG MANUFACTURED OR MANUFACTURE MANUFACTURED OR MANUFACTURE MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MJ MECHANICAL JOINT MECHANICAL JOINT MOD MODIFY MODIFY MOT MAINTENANCE OF TRAFFIC MAINTENANCE OF TRAFFIC MULT MULTIPLE MULTIPLE MUNIC MUNICIPAL MUNICIPAL MUTCD MANUAL ON UNIFORM TRAFFIC MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NA NOT APPLICABLE NOT APPLICABLE NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NORM NORMAL NORMAL NRCP NON-REINFORCED CONCRETE PIPE NON-REINFORCED CONCRETE PIPE NTP NOTICE TO PROCEED NOTICE TO PROCEED NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER PAR PARALLEL PARALLEL PAVT PAVEMENT PAVEMENT PB PULL BOX PULL BOX PC POINT OF CURVE POINT OF CURVE PCC POINT OF COMPOUND CURVE POINT OF COMPOUND CURVE PCCP CONCRETE PAVEMENT CONCRETE PAVEMENT PE POLYETHYLENE (PLASTIC) POLYETHYLENE (PLASTIC) PERF PERFORATED PERFORATED PERIM PERIMETER PERIMETER PERM PERMANENT PERMANENT PERP PERPENDICULAR PERPENDICULAR PG PROFILE GRADE PROFILE GRADE PH PHASE PHASE PI POINT OF INTERSECTION POINT OF INTERSECTION PIV POST INDICATOR VALVE POST INDICATOR VALVE PL PROPERTY LINE PROPERTY LINE PP POWER POLE OR POLYPROPYLENE POWER POLE OR POLYPROPYLENE PR PROPOSED PROPOSED PREV PREVIOUS PREVIOUS PRC POINT OF REVERSE CURVE POINT OF REVERSE CURVE PRKG PARKING PARKING PROJ PROJECT PROJECT PROP PROPERTY PROPERTY PRV PRESSURE RELIEF VALVE PRESSURE RELIEF VALVE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSL PIPE SLEEVE PIPE SLEEVE PT POINT OF TANGENCY POINT OF TANGENCY PVC POLYVINYL CHLORIDE (PLASTIC) POLYVINYL CHLORIDE (PLASTIC) R RADIUS RADIUS RC REINFORCED CONCRETE REINFORCED CONCRETE RCB REINFORCED CONCRETE BOX REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD OR ROOF DRAIN ROAD OR ROOF DRAIN RDC REDUCER REDUCER REQ REQUIRE OR REQUIRED REQUIRE OR REQUIRED RFI REQUEST FOR INFORMATION REQUEST FOR INFORMATION ROW RIGHT OF WAY RIGHT OF WAY RR RAILROAD RAILROAD RT RIGHT RIGHT RWL RAIN WATER LEADER RAIN WATER LEADER SAN SANITARY SANITARY SB SPLASH BLOCK SPLASH BLOCK SCH SCHEDULE SCHEDULE SD STORM DRAIN STORM DRAIN SDL SADDLE SADDLE SECT SECTION SECTION SEP SEPARATE SEPARATE SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SGL SINGLE SINGLE SHLDR SHOULDER SHOULDER SOV SHUT OFF VALVE SHUT OFF VALVE SPEC SPECIFICATION SPECIFICATION SF SQUARE FEET SQUARE FEET SS SANITARY SEWER SANITARY SEWER STA STATION STATION STD STANDARD STANDARD STM STEAM STEAM SURF SURFACE SURFACE SURV SURVEY SURVEY SW SIDEWALK SIDEWALK SY SQUARE YARD SQUARE YARD T TELEPHONE TELEPHONE TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK TB-XX TEST BORING-XX (E.G., TB-01) TEST BORING-XX (E.G., TB-01) TD TRENCH DRAIN TRENCH DRAIN TE TOP ELEVATION TOP ELEVATION TEMP TEMPORARY TEMPORARY THK THICKNESS THICKNESS TOB TOP OF BANK TOP OF BANK TOC TOP OF CURB TOP OF CURB TOPO TOPOGRAPHY TOPOGRAPHY TOS TOE OF SLOPE TOE OF SLOPE TP TELEPHONE POLE TELEPHONE POLE TYP TYPICAL TYPICAL TW TOP OF WALL TOP OF WALL UD UNDERDRAIN UNDERDRAIN UP UTILITY POLE UTILITY POLE UTIL UTILITY UTILITY USGS U.S. GEOLOGICAL SURVEY U.S. GEOLOGICAL SURVEY VAR VARIES VARIES VB VALVE BOX VALVE BOX VC VERTICAL CURVE VERTICAL CURVE VERT VERTICAL VERTICAL VIF VERIFY IN FIELD VERIFY IN FIELD VOL VOLUME VOLUME W WATER LINE WATER LINE WM WATER METER OR WATER MAIN WATER METER OR WATER MAIN WT WATER TABLE WATER TABLE WTR WATER WATER WW WASTE WATER WASTE WATER WWF WELDED WIRE FABRIC WELDED WIRE FABRIC XFMR TRANSFORMERTRANSFORMER

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CIVIL SITE NOTES

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ASPHALT LIMITS

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CONCRETE LIMITS

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GRAVEL LIMITS

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CONSTRUCTION FENCE

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TREE PROTECTION

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SANITARY SEWER

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UNDERGROUND ELECTRIC

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STORM SEWER

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WATER MAIN

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UNDERGROUND COMMUNICATIONS

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DIRECTION OF FLOW

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MATCH EXISTING GRADE

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TOP OF CURB GUTTER

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INLET PROTECTION

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TEMPORARY SEEDING

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CONCRETE WASHOUT AREA

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CONSTRUCTION STAGING AREA

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TC 643.50 GU 643.00

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PROPOSED MINOR CONTOUR

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PROPOSED MAJOR CONTOUR

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SANITARY STRUCTURE

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STORM STRUCTURES

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SILT FENCE

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BUILDING LIMITS

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LIGHT POLE

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SIGN

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XX LF OF XX" WM

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XX LF OF XX" PVC

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XX LF OF X" RCP @ X.XX%

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@ X.XX%X.XX%

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WV

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WATER TEE, BENDS

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WATER MAIN VALVE

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SPOT ELEVATION

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CLEANOUT

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FIRE HYDRANT

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FIRE MAIN

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GAS MAIN

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FIBER OPTIC

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ROOF DRAIN

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CENTERLINE

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PARKING BUMPER

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SECTION NAME

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SECTION LOCATED ON SHEET NO.

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WATER MAIN REDUCER

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PROPOSED LEGEND

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UNDER DRAIN

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CO

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IP

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CS501

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TOP OF CURB EDGE OF PAVEMENT

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TC 643.50 EP 643.00

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TREE, EVERGREEN

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ASPHALT RESURFACING LIMITS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P

V

A

R

E N

O

P

A R

K I N

G

G

A R

A G

E

D

R A

W I N

G S

C

I V

I L

P

H A

S I N

G

P

L A

N D

W G

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M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers:

PARKING GARAGE DESIGN

VA SIERRA NEVADA

654-250

2018/03/05 SLP…