Attachment 5 - COMB_Part1.pdf

N o rt h

AREA OF WORK

BLDG 12

N o rt h

BLDG 12

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Issued:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

C :\U se rs

\V al ha lla

E ng in ee r 7\

D oc um en ts \6

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4-

-7

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_A rc h_ R

_r th or nb ru gh S

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P M

GI001

COVER SHEET EHRM TRAINING AND ADMIN

SPACE SUPPORT

4800 MEMORIAL DRIVE, WACO, TX 76711

674A4-21-703

02/10/2022 TW DCE

100% CONSTRUCTION

DOCUMENTS

VEG 20.15

CENTRAL TEXAS VETERANS HEALTHCARE SYSTEM

4800 MEMORIAL DRIVE, WACO, TX 76711

VAMC PROJECT #: 674A4-21-703

EHRM TRAINING AND ADMIN SPACE SUPPORT

SHEET NUMBER SHEET NAME

PP110 BASEMENT PLUMBING PIPING PLAN

PP111 FIRST FLOOR PLUMBING PIPING PLAN

PP112 SECOND FLOOR PLUMBING PIPING PLAN

PW110 BASEMENT PLUMBING SANITARY PLAN

PW111 FIRST FLOOR PLUMBING SANITARY PLAN

PW112 SECOND FLOOR PLUMBING SANITARY PLAN

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

PP601 PLUMBING PIPING RISER DIAGRAM

PW601 PLUMBING SANITARY RISER DIAGRAM

MECHANICAL

M-001 MECHANICAL ABBREVIATIONS AND GENERAL NOTES

M-002 MECHANICAL SYMBOLS, LEGENDS, AND GENERAL NOTES

MD111 MECHANICAL DEMOLITION PLANS

MD112 MECHANICAL DEMOLITION PLANS

MH110 BASEMENT MECHANICAL HVAC PLAN

MH111 FIRST FLOOR MECHANICAL HVAC PLAN

MH112 SECOND FLOOR MECHANICAL HVAC PLAN

MH113 ATTIC MECHANICAL HVAC PLAN

MP110 BASEMENT MECHANICAL PIPING PLAN

MP111 FIRST FLOOR MECHANICAL PIPING PLAN

MP112 SECOND FLOOR MECHANICAL PIPING PLAN

M-301 MECHANICAL SECTION VIEWS

M-401 MECHANICAL ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 MECHANICAL EQUIPMENT SCHEDULES

M-701 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

E-002 ELECTRICAL SYMBOLS

ED110 ELECTRICAL DEMO PLAN

ED111 ELECTRICAL TELECOM DEMO PLAN

ES101 ELECTRICAL SITE PLAN

ES102 TELECOM SITE PLAN

EL110 BASEMENT ELECTRICAL LIGHTING & CONTROLS PLAN

EL111 FIRST FLOOR ELECTRICAL LIGHTING & CONTROLS PLAN

EL112 SECOND FLOOR ELECTRICAL LIGHTING & CONTROL PLAN

EL113 ATTIC ELECTRICAL LIGHTING & CONTROLS PLAN

EP110 BASEMENT ELECTRICAL POWER PLAN

EP111 FIRST FLOOR ELECTRICAL POWER PLAN

EP112 SECOND FLOOR ELECTRICAL POWER PLAN

EP113 ATTIC ELECTRICAL POWER PLAN

ET110 BASEMENT ELECTRICAL TELECOM PLAN

ET111 FIRST FLOOR ELECTRICAL TELECOM PLAN

ET112 SECOND FLOOR ELECTRICAL TELECOM PLAN

E-410 ELECTRICAL ENLARGED PLANS & ELEVATIONS

E-500 ELECTRICAL EQUIPMENT SCHEDULE

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-505 TELECOM DETAILS

E-506 PANEL SCHEDULES

E-507 PANEL SCHEDULES

E-508 ELECTRICAL SCHEDULE

E-601 ELECTRICAL ONE-LINE DIAGRAM

E-602 TELECOM ONE LINE

E-603 LIGHTING SCHEDULES

E-604 LIGHTING CONTROL SCHEDULES

E-605 LIGHTING CONTROL WIRING DIAGRAM

SHEET NUMBER SHEET NAME

GENERAL

GI001 COVER SHEET

GI002 GENERAL INFORMATION AND ABBREVIATIONS

GI003 ACCESSIBILITY STANDARDS

GI004 CODE DATA

CIVIL

C-001 GENERAL NOTES

CD101 CIVIL DEMOLITION PLAN

CS101 CIVIL SITE PLAN

CS501 CIVIL DETAILS

CU101 CIVIL UTILITY PLAN

LANDSCAPE

LS101 LANDSCAPE SITE PLAN

LS102 ENLARGED PLANS AND PLANT LIST

L-501 LANDSCAPE DETAILS

ARCHITECTURAL

AS101 ARCHITECTURAL SITE PLAN

AD110 DEMOLITION PLANS

AD120 REFLECTED CEILING DEMOLITION PLANS

AD210 DEMOLITION ELEVATIONS

A-110 BASEMENT FLOOR PLAN

A-111 FIRST FLOOR PLAN

A-112 SECOND FLOOR PLAN

A-120 BASEMENT REFLECTED CEILING PLAN

A-121 FIRST FLOOR REFLECTED CEILING PLAN

A-122 SECOND FLOOR REFLECTED CEILING PLAN

A-130 ATTIC PLAN

A-140 BASEMENT FINISH PLAN

A-141 FIRST FLOOR FINISH PLAN

A-142 SECOND FLOOR FINISH PLAN

A-210 EXTERIOR ELEVATIONS

A-310 BUILDING SECTIONS

A-320 WALL SECTIONS AND PATIO DETAILS

A-321 INTERIOR STAIR SECTIONS

A-322 EXTERIOR STAIRS AND DETAILS

A-410 ENLARGED RESTROOM PLANS

A-420 ENLARGED ELEVATIONS

A-421 ENLARGED ELEVATIONS

A-430 MILLWORK SECTIONS AND DETAILS

A-510 PLAN DETAILS

A-520 CEILING DETAILS

A-540 ELEVATOR CAB FINISH DETAILS

A-610 WALL TYPE SCHEDULE

A-620 DOOR SCHEDULES AND TYPICAL DOOR / WINDOW

DETAILS

A-640 ROOM FINISH SCHEDULE AND TYPICAL FINISH DETAILS

A-641 MATERIALS & FINISHES BOARD

FIRE PROTECTION

FA100 GENERAL NOTES FIRE ALARM

FA120 BASEMENT FIRE ALARM PLAN

FA121 FIRST FLOOR FIRE ALARM PLAN

FA122 SECOND FLOOR FIRE ALARM PLAN

FA123 ATTIC FIRE ALARM PLAN

FP100 FIRE SPRINKLER NOTES AND DETAILS PLAN

FP120 BASEMENT FIRE SPRINKLER PLAN

FP121 FIRST FLOOR FIRE SPRINKLER PLAN

FP122 SECOND FLOOR FIRE SPRINKLER PLAN

FP123 ATTIC FIRE SPRINKLER PLAN

PLUMBING

P-001 PLUMBING ABBREVIATIONS, SYMBOLS, AND LEGENDS

PD111 PLUMBING DEMOLITION PLANS

PD112 PLUMBING DEMOLITION PLANS

SHEET INDEXAREA OF WORKVICINITY MAP

A. ALL CONTRACTORS AND THEIR SUPERVISORY PERSONNEL MUST REVIEW THE GENERAL AND

SUPPLEMENTARY CONDITIONS TO THE CONTRACT.

B. ALL WORK MUST CONFORM WITH SPECIFICATIONS.

C. CONTRACTOR MUST BECOME FULLY ACQUAINTED WITH CONDITIONS RELATED TO THE WORK.

D. CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF

CONSTRUCTION AND THE SAFETY OF ALL CONSTRUCTION PERSONNEL AND VISITORS.

E. DRAWINGS CONTAINED IN THIS SET MUST NOT BE REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

F. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR IN WRITING ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THAT INSTALLER'S WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. COMMENCING WITH INSTALLATION WILL CONSTITUTE ACCEPTANCE OF THE

SUBSTRATE AND/OR CONDITIONS.

G. DO NOT SCALE DRAWINGS: FOLLOW WRITTEN DIMENSIONS AND NOTES. CONTACT VHA COR FOR

CLARIFICATIONS, IF REQUIRED.

H. DIMENSIONS SHOWN ON THE FLOOR PLAN ARE TO THE FACE OF GYPSUM WALL BOARD (FOG), FACE OF MASONRY (FOM), FACE OF CONCRETE WALLS (FOC) AND COLUMN GRID LINES, UNLESS OTHERWISE NOTED

OR INDICATED.

I. WALL THICKNESSES ARE NOMINAL DIMENSIONS, NOT ACTUAL DIMENSIONS. ALL STUD WALL THICKNESSES

ARE 5", UNLESS DIMENSIONED OTHERWISE.

J. ALL MASONRY WALLS ARE 8" THICK (NOMINAL), UNLESS DIMENSIONED OR NOTED OTHERWISE.

K. "TYPICAL", AS USED IN THESE DOCUMENTS, MEANS THAT THE CONDITION OR DIMENSION IS

REPRESENTATIVE OF, OR THE SAME, FOR SIMILAR CONDITIONS THROUGHOUT.

L. IF THERE IS A DISCREPANCY BETWEEN SMALL SCALE AND LARGE SCALE DRAWINGS, (PLAN, SECTION, & DETAIL DRAWINGS, ETC), CONTACT VHA FOR CLARIFICATION. FOR BIDDING PURPOSES: THE MOST

EXPENSIVE AND/OR STRICTEST REQUIREMENTS MUST GOVERN. FOR CLARIFICATIONS DURING

CONSTRUCTION, THE MOST EXPENSIVE AND/OR STRICTEST REQUIREMENTS, AS INDICATED BY THE VHA COR, MUST GOVERN.

M. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS, CONTACT VHA COR FOR

CLARIFICATION.

N. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS MUST BE REPORTED TO THE VHA

COR IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK.

O. ANY AND ALL DISCREPANCIES MUST BE REPORTED TO THE CO IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK. IN THESE INSTANCES, NO CHANGE ORDERS OR EXTENSIONS OF TIME WILL BE ALLOWED OR ACCEPTED FOR PROCEEDING WITH THE WORK WITHOUT THE VHA CO'S WRITTEN DIRECTION AND APPROVAL. ALSO, CONTRACTOR MUST REPAIR AND/OR REPLACE ANY UNAUTHORIZED WORK, AS

INDICATED BY THE CO, AT NO ADDITIONAL COST TO THE VHA.

P. ALL DISSIMILAR METAL MATERIALS MUST BE ISOLATED WITH AN APPROVED NONMETAL ISOLATION MATERIAL.

Q. ALL EXTERIOR EXPOSED STEEL MUST BE PAINTED.

R. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALL PANELS AND AT PENETRATIONS OF UTILITIES THROUGH THE BUILDING ENVELOPE, ETC, MUST BE SEALED, CAULKED, FLASHED OR WEATHER-STRIPPED AS REQUIRED FOR COMPATIBILITY WITH

ADJACENT MATERIALS AND TO ELIMINATE AIR LEAKAGE AND WATER ENTRY.

S. PROVIDE SEALANT AND/OR CAULKING BETWEEN DISSIMILAR ADJOINING INTERIOR MATERIALS. (I.E. WINDOW

SILLS TO GWB, ACT CEILINGS TO MASONRY WALLS, ETC.)

T. DOOR OPENINGS NOT LOCATED BY DIMENSION MUST BE CENTERED IN WALL SHOWN OR LOCATED 2" FROM FINISH WALL TO FINISH JAMB, ALWAYS ALLOWING A MINIMUM OF 18" FROM THE PULL SIDE OF THE DOOR TO

THE INTERSECTING WALL.

U. CONTRACTOR MUST VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES AND THEIR SERVICE

CONNECTIONS WITH THE PROPER UTILITY COMPANY.

V. CONTRACTOR MUST COORDINATE SIZE, LOCATIONS AND NUMBER OF ALL ROOF OPENINGS AND ROOF ACCESSORIES WITH ALL OTHER TRADES. REFER TO THE ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS.

W. LOCATIONS AND SIZES OF ALL CONCRETE MECHANICAL AND ELECTRICAL PADS MUST BE COORDINATED BY THE MECHANICAL AND ELECTRICAL CONTRACTORS WITH THE SELECTED EQUIPMENT MANUFACTURER AND/OR SUPPLIER. LOCATIONS AND ARE TO BE APPROVED BY THE VHA COR PRIOR TO PROCEEDING WITH

THE WORK.

X. EXCEPT AT FIRE-RATED PARTITIONS, ALL WALL AND COLUMN GYPSUM BOARD FACING MUST BE HELD AT 5/8"

BELOW STRUCTURE, UNLESS DETAILED OR NOTED OTHERWISE.

Y. AT ALL TELECOMMUNICATION ROOMS: PROVIDE 3/4" X 8'-0" HIGH FIRE-RETARDANT-TREATED WOOD SHEATHING OR PROVIDE PLYWOOD OVER NON-COMBUSTIBLE SHEATHING, BOTTOM TO BE LOCATED AT 4"

AFF VERIFY LENGTHS AND LOCATIONS WITH ELECTRICAL DRAWINGS.

Z. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENINGS WITHIN 1'-6" OF THE FLOOR, AND WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR, ETC, MUST BE SAFETY GLAZING AS APPROVED FOR IMPACT BY

APPLICABLE BUILDING CODES, AND MUST BE LABELED AS SUCH.

AA. ALL CEILING HEIGHTS AS SHOWN ON PLANS AND DETAILS ARE FROM SLAB OR TILE FLOOR (FINISHED FLOOR)

TO FINISH CEILING.

BB. PROVIDE INDEPENDENT FRAMING AND ATTACHMENTS TO THE STRUCTURE, ADEQUATE TO SUPPORT THE CEILING SYSTEM, LIGHT FIXTURES, DUCTS, DIFFUSERS, SPRINKLER PIPING AND BUS DUCTS.

CC. ALL CLOSETS AND ALCOVES WITHOUT A SPACE IDENTIFICATION NUMBER MUST HAVE THE SAME FINISHES

AS ADJOINING SPACES.

DD. CONTRACTOR TO INSTALL WOOD BLOCKING AND PLYWOOD AS REQUIRED FOR THE MOUNTING OF ALL TOILET ACCESSORIES, MILLWORK, CASEWORK, AV EQUIPMENT, MEP ITEMS AND RADIOLOGY EQUIPMENT, ETC.

EE. ALL PROPRIETARY PRODUCTS DESCRIBED AND/OR DRAWN IN THE DOCUMENTS (BUT NOT SPECIFIED) ARE TO MEET THE MANUFACTURER'S STANDARD CRITERIA WHICH IS NOT LIMITED TO THE FOLLOWING:

PERFORMANCE REQUIREMENTS, QUALITY ASSURANCE REQUIREMENTS, APPLICABLE CODES AND INDUSTRY STANDARDS, FABRICATION, ASSEMBLY, HANDLING, DELIVERY, STORAGE, INSTALLATION, OPERATION, ADJUSTMENTS, ETC. PROVIDE THE MANUFACTURER'S STANDARD WARRANTY AND STANDARD FINISH WARRANTY. PROVIDE PRODUCT DATA, SHOP DRAWINGS, SAMPLES AND MAINTENANCE DATA, AS REQUIRED.

REFER TO DIVISION 01 SPECIFICATION SECTIONS WHICH ALSO APPLY, SUCH AS SUBSTITUTION PROCEDURES, SUBMITTAL PROCEDURES, QUALITY REQUIREMENTS, REFERENCES, EXECUTION AND CLOSEOUT PROCEDURES. ANY SUBSTITUTIONS MUST MEET THE DESIGN INTENT, AS WELL AS THE CRITERIA

DESCRIBED ABOVE.

FF. REFER TO SPECIFICATIONS FOR ALL REQUIRED TESTING AND INSPECTIONS.

GENERAL NOTES

EARTH / COMPACT FILL

GRAVEL / GRANULAR FILL

CONCRETE

SAND / MORTAR /

PLASTER / CUT STONE

BRICK

CONCRETE MASONRY UNIT

STONE (ELEVATION)

BATT INSULATION

ROOF INSULATION

RIGID INSULATION

ACOUSTICAL TILE (SECTION)

GYPSUM BOARD

COVER BOARD

STEEL / METAL

FINISH WOOD

CONT FIRE RETARDANT

WOOD BLOCKING / ROUGH

FRAMING

CAST STONE

DISCONTINUOUS FIRE

RETARDANT WOOD

BLOCKING / SHIM

FIRE RETARDANT PLYWOOD

CLOSED CELL INSULATION

FIREPROOFING

EIFS (SECTION)

METAL / WALL PANELS

SPANDREL GLASS

MATERIALS LEGEND

CEILING HEIGHT

SUPPLY

RETURN / EXHAUST

TYPICAL LIGHT FIXTURE

SIZE VARIES

9'-0"

REFLECTED CEILING PLAN

SYMBOLS LEGEND

OS

LINEAR PENDANT LIGHT

INDUSTRIAL STRIP LIGHT

CAN LIGHTACCESS PANEL

OCCUPANCY SENSOR

FIRE EXIT SIGN

SPRINKLER HEAD

A

ROOM NAME

W3

A3

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

ELEVATION CALLOUT EXAMPLE

DETAIL CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

SECTION, DETAIL, OR ELEVATION

SYMBOL IDENTIFIERS

DETAIL NAME

LETTER OR NUMBER

DESIGNATOR

DRAWING

SEQUENCE NUMBER

INDICATES WHERE

TITLE IS LOCATED

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR (MAY

NOT BE PRESENT IF CALLOUT

AND TITLE ARE ON DRAWINGS

WITHIN THE SAME DISCIPLINE)

AE101

DOOR

NUMBER TAG

WALL

TYPE TAG

WINDOW

TYPE TAG

CENTER LINE

COLUMN

BUBBLE

ROOM TAG

MATCH LINE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

DETAIL NUMBER

ON SHEET

SHEET NUMBER

NEW LINE TYPE

EXISTING LINE TYPE

DEMO LINE TYPE

DEMO HATCH TYPE

1 HOUR FIRE RESISTANCE RATED LINE

1 HOUR FIRE RATED,

SMOKE BARRIER LINE

2 HOUR FIRE RATED,

SMOKE BARRIER LINE

3 HOUR FIRE RATED,

SMOKE BARRIER LINE

4 HOUR FIRE RATED,

SMOKE BARRIER LINE

View Name

1/8" = 1'-0"

2 HOUR FIRE RESISTANCE RATED LINE

3 HOUR FIRE RESISTANCE RATED LINE

4 HOUR FIRE RESISTANCE RATED LINE

AE101

AE101

A

A101

FLOOR PLAN SYMBOLS LEGEND

SS

SS

SS

SS

AE101

EXTERIOR

INTERIOR

XX KEYNOTE

REVISION TAG1

DRAWING SCALE

MATERIAL

KEYNOTE

FIXTURE

KEYNOTE

05.34G

10.28A

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Issued:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

C :\U se rs

\V al ha lla

E ng in ee r 7\

D oc um en ts \6

A

4-

-7

_B ld g.

_A rc h_ R

_r th or nb ru gh S

6J X

V .r vt 2/

/2

2:

:3

P M

GI002

GENERAL INFORMATION AND

ABBREVIATIONS

EHRM TRAINING AND ADMIN

SPACE SUPPORT

4800 MEMORIAL DRIVE, WACO, TX 76711

674A4-21-703

02/10/2022 - DCE

100% CONSTRUCTION

DOCUMENTS

VEG 20.15

SCRN SCREEN

SECT SECTION

SF SQUARE FOOT (SQFT)

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SPKLR SPRINKLE

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUSP SUSPENDED

SY SQUARE YARD (SQ YD)

SYM SYMMETRICAL / SYMBOL

SYS SYSTEM

T

T TREAD

TEL TELEPHONE

TEMP TEMPORARY / TEMPERED

TG TONGUE & GROOVE

THK THICK (NESS)

THRU THROUGH

TKBD TACK BOARD

TO TOP OF

TOC TOP OF CURB / CONCRETE

TOD TOP OF DECK

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOR TOP OF ROOF

TOS TOP OF STEEL

TOW TOP OF WALL

TPO THERMOPLASTIC POLYOLEFIN

TRANSF TRANSFORMER

TV TELEVISION

TYP TYPICAL

TZ TERRAZZO

U

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

V

VB VAPOR BARRIER (VPR BR)

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VHA VETERANS HEALTH ADMINISTRATION

VIF VERIFY IN FIELD

VNR VENEER

VTR VENT THROUGH ROOF

VWC VINYL WALLCOVERING

W

W WEST, WIDTH, WIDE

W/ WITH

W/IN WITHIN

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WALL HYDRANT / WATER HEATER

WP WATERPROOFING / WORKING POINT

WR WEATHER RESISTANT

WSF WELDED SEAM SHEET FLOORING

WT WEIGHT

WWF WELDED WIRE FABRIC

X, Y, Z, MISC

& AND

@ AT

XPS EXTRUDED POLYSTYRENE

YD YARD

N

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NSF NET SQUARE FEET

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD / OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

P

PA PUBLIC ADDRESS

PB PUSH BUTTON

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE (D)

PERM PERMANENT

PERP PERPENDICULAR

PL PLATE / PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POLY POLYETHYLENE

PR PAIR

PREFAB PREFABRICATE (D)

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARE (D)

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

Q

QT QUARRY TILE

QTB QUARRY TILE BASE

QTY QUANTITY

R

R RISER / RADIUS

RA RETURN AIR

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REINF REINFORCE (D), (ING)

REQD REQUIRED

REV REVISED/ REVISION

RFG ROOFING

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RR RESTROOM

RSF RESILIENT SHEET FLOORING

RTU ROOF TOP UNIT

S

S SOUTH

SAN SANITARY SEWER

SC SOLID CORE

SCH SCHEDULE

H

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HK HOOK

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING / VENTILATING / AIR CONDITIONING

HW HOT WATER

HWH HOT WATER HEATER

HYD HYDRANT

I

IBC INTERNATIONAL BUILDING CODE

ICRA INFECTION CONTROL RISK ASSESSMENT

ID INSIDE DIAMETER

ILSM INTERIM LIFE SAFETY MEASURES

IN INCH

INCL INCLUDE (D), (ING)

INFO INFORMATION

INST INSTALL / INSTALLATION

INSUL INSULATE / INSULATION

INT INTERIOR

INV INVERT

J

JAN JANITOR

JB JUNCTION BOX

JST JOIST

JT JOINT

K

KIT KITCHEN

KO KNOCKOUT

KPL KICK PLATE

L

L LONG / LENGTH

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LBS POUNDS

LF LINEAR FOOT (FEET)

LH LEFT HAND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LRG LARGE

LT LIGHT

LTG LIGHTING

LVR LOUVER

LVT LUXURY VINYL TILE

LWC LIGHTWEIGHT CONCRETE

M

MAS MASONRY

MAX MAXIMUM

MBR MEMBER

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

E

E EAST

EA EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

EST ESTIMATE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED

EXT EXTERIOR

F

FA FIRE ALARM

FAB FABRIC

FB FACE BRICK

FBO FURNISHED BY OWNER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF&E FIXTURES, FURNITURE & EQUIPMENT

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH / FINISHED

FIXT FIXTURE

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOG FACE OF GYPSUM BOARD / WALL

FOM FACE OF MASONRY

FOS FACE OF STUDS

FR FIRE RATED

FRMG FRAMING

FRP FIBER REINFORCED PANEL

FS FLOOR SINK

FT FOOT/ FEET

FTG FOOTING

FUR FURRING

FUT FUTURE

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLASS / GLAZING

GOVT GOVERNMENT

GPM GALLON PER MINUTE

GSF GROSS SQUARE FEET

GWB GYPSUM WALL BOARD

GYP GYPSUM

A

ABA ARCHITECTURAL BARRIERS ACT

AC AIR CONDITIONING

ACP ACOUSTICAL CEILING PANEL

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADJ ADJUSTABLE / ADJACENT

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APC ARCH PRECAST CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

ATTEN ATTENUATION

AUTO AUTOMATIC

AV AUDIO / VISUAL

AVG AVERAGE

AWP ACOUSTICAL WALL PANEL

B

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BO BOTTOM OF

BOC BACK OF CURB

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BVL BEVELED

C

C COURSE

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCTV CLOSED CIRCUIT TV

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLOS CLOSET

CLR CLEAR / CLEARANCE

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION / CONNECT

CONST CONSTRUCT / CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CORR CORRIDOR / CORRUGATED

CP CONCRETE PIPE

CPT CARPET

CS COUNTERSINK

CSMT CASEMENT

CT CERAMIC TILE

CU CUBIC

CW COLD WATER

D

DBL DOUBLE

DEMO DEMOLISH / DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

ARCHITECTURAL ABBREVIATIONS

A. ALL DIMENSIONS ARE MEASURED FROM THE FINISH FLOOR AND THE FINISH WALL, UNLESS NOTED OTHERWISE. ACCESSIBILITY GUIDELINES ARE BASED ON “PG-18-13 VA BARRIER FREE DESIGN

STANDARD” AND THE “ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS).”

B. ACCESSIBLE UNOBSTRUCTED REACH RANGES:

1. FORWARD REACH = 15" MIN TO 48" MAX

2. SIDE REACH = 15" MIN TO 48" MAX

C. DOOR HARDWARE (TO CENTER OF HARDWARE):

STANDARD MOUNTING HEIGHTS:

1. PUSH PLATES = 42"

2. PULL HANDLES = 42"

3. KNOBS / LEVERS = 40"

4. PANIC DEVICE = 42" CL OF BAR

5. KICKPLATES:

a. WIDTH = DOOR WIDTH MINUS 2"

b. CENTER HEIGHT = 16" FROM BO DOOR

6. THRESHOLDS:

a. STANDARD = 1/2" MAX

b. EXTERIOR SLIDING DOORS = 3/4" MAX

D. DRINKING FOUNTAINS & ELECTRICAL WATER COOLERS (TO SPOUT):

1. STANDARD = 38" MIN TO 43" MAX

2. ACCESSIBLE = 36" MAX (27" MIN CLEAR KNEE SPACE)

E. COUNTERTOPS (TO SINK RIM / COUNTERTOP):

1. ACCESSIBLE = 28" MIN TO 34" MAX

F. WATER CLOSETS (TO TOP OF SEAT):

1. STANDARD = 14" TO 15"

2. ACCESSIBLE (TO TOP OF SEAT) = 17" TO 19"

3. ACCESSIBLE FLUSH CONTROLS = 44" MAX

G. URINALS (TO RIM):

1. STANDARD = 24" MAX

2. ACCESSIBLE = 17" MAX

3. ACCESSIBLE FLUSH CONTROLS = 44" MAX

H. LAVATORIES (TO SINK RIM / COUNTERTOP):

1. STANDARD = 36" MAX

2. ACCESSIBLE = 34" MAX (29" MIN CLEAR KNEE SPACE)

I. MIRRORS:

1. TO B/O REFLECTIVE SURFACE:

a. STANDARD = VARIES

b. ACCESSIBLE = 40" MAX

2. TO T/O REFLECTIVE SURFACE:

a. STANDARD = VARIES

b. ACCESSIBLE = 74" MIN

J. GRAB BARS - ACCESSIBLE (TO TOP OF BAR):

1. WATER CLOSETS = 33" MIN TO 36" MAX

2. SHOWERS = 33" MIN TO 36" MAX (FROM BO SHOWER)

3. BATHTUBS:

a. TOP BAR = 33" MIN TO 36" MAX

b. BOTTOM BAR = 9" ABOVE TOP OF TUB

K. SHOWER HEADS (FROM FLOOR TO HEAD):

1. STANDARD = 72" TO 84"

2. ACCESSIBLE = SPRAY UNIT WITH HOSE 60" LONG MIN

3. ACCESSIBLE FIXED SHOWER HEAD = 48" AFF

L. SHOWER CONTROLS (TO CONTROL AREA):

1. STANDARD = 48" MAX (TO TOP)

2. ACCESSIBLE = 38" MIN TO 48" MAX

M. SHOWER ROD (FROM FLOOR TO CL): STANDARD = 78" MAX

N. TOILET PARTITIONS:

1. TO BOTTOM = 12"

2. TO TOP = 70"

O. URINAL PARTITIONS:

1. TO BOTTOM = 18"

2. TO TOP = 60"

P. TOILET PAPER DISPENSER (TO CL OF OUTLET):

1. STANDARD = 24"

2. ACCESSIBLE = 15" MIN TO 48" MAX

Q. WALL MOUNTED SOAP DISPENSER (TO CL OF PUSH BUTTON):

1. STANDARD = 40"

2. ACCESSIBLE = VARIES (REFER TO OBSTRUCTED AND UNOBSTRUCTED REACH RANGES)

3. ACCESSIBLE SIDE REACH = 46" MAX ABOVE SINK IN COUNTER

R. PAPER TOWEL DISPENSER / WASTE RECEPTACLE (TO TOWEL SLOT):

1. STANDARD = 40" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

S. WARM AIR HAND DRYER (TO PUSH SWITCH):

1. STANDARD = 44" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

T. SANITARY NAPKIN DISPENSER (TO CL OF COIN SLOT):

1. STANDARD = 40" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

U. SANITARY NAPKIN DISPOSAL (TO TOP OF UNIT):

1. STANDARD = 28" MAX

2. ACCESSIBLE = 19" MIN TO 24" MAX (TO OPENING).

V. TOILET SEAT COVER DISPENSERS (TO OPENING):

1. STANDARD = 40" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

W. SHELVES: ACCESSIBLE = 48" MAX

X. COAT HOOKS:

1. STANDARD = 68"

2. ACCESSIBLE = 48" MAX

Y. CHALKBOARDS, TACKBOARDS & MARKERBOARDS:

1. STANDARD = 32" TO 39" (TO BO BOARD OR CHALK TRAY)

2. STANDARD = 80" (RECOMMENDED, TO TOP OF BOARD)

Z. THERMOSTATS & CONTROL DEVICES (TO TOP):

1. ACCESSIBLE FORWARD REACH = 48" MAX

2. ACCESSIBLE SIDE REACH = 48" MAX

AA. LIGHT SWITCHES & CARD READERS (TO CL):

1. LOCATE 6" FROM DOOR JAMB

2. ACCESSIBLE = 48" MAX

BB. CONVENIENCE RECEPTACLES / ELECTRICAL / TELEPHONE / DATA (TO CL):

1. STANDARD = 18"

2. ACCESSIBLE = 15" MIN

CC. EXIT LIGHTS - WALL MOUNTED:

1. 2" BELOW CEILING

2. 2" MIN ABOVE DOOR FRAME EQUAL SPACE FROM CEILING TO TOP OF FRAME

DD. FIRE EXTINGUISHERS (TO TOP UNLESS NOTED OTHERWISE):

1. GROSS WT 40 LBS OR LESS = 60" MAX

2. GROSS WT MORE THAN 40 LBS = 42" MAX

3. ACCESSIBLE = 40" MAX (TO BO CABINET)

EE. FIRE ALARM PULL STATION (TO LEVER):

1. STANDARD = 48" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX

3. ACCESSIBLE SIDE REACH = 48" MAX

FF. SMOKE AND / OR HEAT DETECTORS:

1. STANDARD = CEILING HEIGHT

GG. HORN / SPEAKER / VISUAL SIGNALS:

1. STANDARD = 80" AFF OR 6" BELOW CEILING - WHICHEVER IS LOWER

HH. ROOM SIGNAGE (TO CL):

1. STANDARD = 60" HIGH AFF & WITHIN 18" OF LATCH SIDE OF DOOR

GENERAL NOTES

ACCESSIBILITY GUIDELINES

CENTERLINE OF BRACKET

FIRE EXTINGUISHER

& STANDARD BRACKET

M A

X

CENTERLINE OF CABINET

HANDLE OR CENTERLINE

OF FE HANDLE IF HUNG

INSIDE CABINET

M A

X

FIRE EXTINGUISHER

CABINET

SANITARY

NAPKIN

DISPOSAL

TOILET PAPER

DISPENSER

1'

M

IN

SOAP DISPENSER

(4" MAX PROJ)

MIRROR

SANITARY

NAPKIN

DISPENSER

INTEGRAL WASTE

DISPOSAL WHERE

APPLICABLE

(4" MAX PROJ)

TOWEL

DISPENSER

PAPER TOWEL

DISPENSER

(4" MAX PROJ)

BABY

CHANGING

STATION

PASS-THRU

PAPER TOWEL

DISPENSER

(4" MAX PROJ)

R E

F

LE

C T

IV

E

S U

R F

A C

E

3'

M A

X T

O B

O

4'

M A

X

4'

M A

X

S E

E N

O T

E Q

R E

F

LE

C T

IV

E

S U

R F

A C

E

6'

M

IN

T O

T O

P O

F

CLEAR

FLOOR

SPACE

11" MIN

M

IN

M

IN

2' - 1" MAX

1' - 5" MIN

T O

P O

F S

IN

K

M A

X T

O

2' - 6" MIN

M

IN

M

A X

M

IN

PLAN

SECTION

6" MAX

8" MIN

LINE OF WHEELCHAIR

1 1/2" OD (SS OR CHROME)

GRAB BAR SUPPORTS

250 LBS FORCE, TYP

T O

T O

P O

F B

A R

2'

T O

B O

O P

E N

IN

G

1' -6

M

IN

WATER CLOSET FLUSH

HANDLES SHALL BE

LOCATED ON THE TRANSFER

SIDE OF THE STOOL

2' - 0" MIN

MIN

1' - 0"

1' - 6" MAX

1' - 4" MIN

DISPENSER

1 1/2" OD (SS OR CHROME)

GRAB BAR SUPPORTS

250 LBS FORCE, TYP

3' - 6" MIN1' - 0" MAX

T O

T O

P O

F B

A R

2'

T O

CLEAR

0' - 1 1/2"

T O

P O

F O

P E

N

IN

G 4'

-0

M A

X

DISPENSER

C

LE

A R

0'

/2

B O

O P

E N

IN

G

1' -6

M

IN

4' - 6" MIN

42" MAX.

2'-0" MIN

3'-0" MAX

24" MIN.

TYP

0' - 4"

MIN

1' - 0"

MIN

1' - 6"

PULL SIDE

PUSH SIDE

M A

X

0'

M

IN

5'

M

IN

4'

MIN

2' - 0"

MIN

2' - 0"

PULL SIDE

PUSH SIDE

M

IN

4'

M

IN

4'

1' - 10"

MIN

3' - 0"

PULL SIDE

PUSH SIDE

M

IN

4'

M

IN

5'

MIN

1' - 10"

MIN

3' - 6"

PULL SIDE

PUSH SIDE

M

IN

4'

M

IN

4'

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

APPROACH

APPROACH

LIGHT SWITCH

4'

M A

X MAX

1' - 0"

0' - 2"

THERMOSTAT

1'

M

IN

RECEPTACLE

SPOUT SHALL BE WITHIN 5"

OF FRONT AND SHALL

DIRECT FLOW PARALLEL TO

FRONT. FLOW SHALL BE A

MINIMUM OF 4" HIGH.

M A

X

M

IN

M

IN

6" MAX

8" MIN

5" MAX 1' - 3" MIN

ACCESSIBLE

FOUNTAIN

STANDARD

FOUNTAIN

PLAN

ELEVATION

T O

S P

O U

T

M A

X

C L E

A R

M

INCLEAR

ACCESS

SPACE

SPOUT SHALL BE WITHIN 5"

OF FRONT AND SHALL

DIRECT FLOW PARALLEL TO

FRONT. FLOW SHALL BE A

MINIMUM OF 4" HIGH.

4' - 0"

9" 9"

2' - 6"

M

IN

T O

CLEAR

FLOOR

SPACE

1 1/2" OD (SS OR CHROME)

GRAB BAR SUPPORTS

250 LBS FORCE, TYP

M

IN

5' - 6" MIN

1'-4" MIN

1' - 6" MAX

NOTE: PARTITION DOOR IS

TO BE LOCATED OPPOSITE

OF WC LOCATION

TOILET

PARTITION

1 1/2" OD (SS OR CHROME)

GRAB BAR SUPPORTS

250 LBS FORCE, TYP

C L

E A

R

M

IN

F

O R

F L

O O

R M

T D

W C

F O

R W

A L

L M

T D

W C

5' - 6" MIN

2' - 0"

M A

X

M

IN

M

IN6'

M

IN

30" WIDE X 48" CLEAR

FLOOR SPACE

(36" WIDE IN AN

ALCOVE)

5 LBS TO OPERATE WITHOUT

TIGHT GRASPING, PITCHING

OR TWISTING OF WRIST

(ACCESSIBLE) (STANDARD)

M A

X

3'

M A

X

1'

M A

X

4'

M A

X

1'

1"

PLAN

2' - 6"

4'

ELEVATIONS

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Issued:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

C :\U se rs

\V al ha lla

E ng in ee r 7\

D oc um en ts \6

A

4-

-7

_B ld g.

_A rc h_ R

_r th or nb ru gh S

6J X

V .r vt 2/

/2

2:

:3

P M

GI003

ACCESSIBILITY STANDARDS EHRM TRAINING AND ADMIN

SPACE SUPPORT

4800 MEMORIAL DRIVE, WACO, TX 76711

674A4-21-703

02/10/2022 - DCE

100% CONSTRUCTION

DOCUMENTS

VEG 20.15

NTS

FIRE EXTINGUISHER1

NTS

TOILET ACCESSORIES4NTS

SINK IN COUNTER CLEARANCES6

NTS

TYPICAL FIXTURE MOUNTING HEIGHTS7

NTS

TYP. DOOR JAMB & DOOR APPROACH CLEARANCES10

NTS

SWITCH @ DOOR2NTS

E.W.C. - CLEAR SPACE3

NTS

ACCESSIBLE CLEAR FLOOR SPACE9 NTS

ACCESSIBLE TOILET STALL8

NTS

URINAL PLAN & ELEVATIONS5

DN

OD2

OD2O2RO2ROS

LVD OD2OS2

LV

O S

O S

LV

DN

UP

OD2

OD2O2RO2ROS

OD2

LV

LV

OS2 OD2

O S

FIX

RX

OS

LVD

OD2O2R O2R

LVDOS2

OD2 OD2

O S

O S

O S

LV LV

OS

OS

LV

RX

B C E F G H J K L N PA D M

FEC

FEC

FEC

B C E F G H J K L N PA D M

FEC

FEC

FEC

FEC

B C E F G H J K L N PA D M

37 SF

NON-NET (0)

FEC

FEC

FEC

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Issued:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

C :\U se rs

\V al ha lla

E ng in ee r 7\

D oc um en ts \6

A

4-

-7

_B ld g.

_A rc h_ R

_r th or nb ru gh S

6J X

V .r vt 2/

/2

2:

:3

P M

GI004

CODE DATA EHRM TRAINING AND ADMIN

SPACE SUPPORT

4800 MEMORIAL DRIVE, WACO, TX 76711

674A4-21-703

02/10/2022 TW TW

100% CONSTRUCTION

DOCUMENTS

VEG 20.15

32'16'8'4'2'0'

1/8" = 1'-0"

SECOND FLOOR2

32'16'8'4'2'0'

1/8" = 1'-0"

FIRST FLOOR3

32'16'8'4'2'0'

1/8" = 1'-0"

BASEMENT4

02/10/2022 RAG DJD

C-001

GENERAL NOTES

GENERAL

1. ALL QUANTITIES ARE CONSIDERED APPROXIMATE AND ARE FOR ESTIMATING

PURPOSES ONLY.

2. LAY DOWN YARD WILL BE THE BUILDING 12 SIDE OF OF THE PARKING LOT BETWEEN

BUILDING 12 AND 15 AS SHOWN ON CD101, OR AS DIRECTED BY THE COR.

BUILDING 12

VEG 20.15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

674A4-21-703

4800 MEMORIAL DRIVE, WACO, TX 76711

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: EHRM TRAINING AND ADMIN SPACE

SUPPORT

100% CONSTRUCTION

DOCUMENTS

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NE NOT EXCEEDING

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OZ OUNCE

P PUMP

PA PIPE ANCHOR

PB PULL BOX

PC POINT OF CURVE

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCT PERCENT

PED PEDESTAL

PERF PERFORATED

PERM PERMANENT

PG PRESSURE GAGE OR PROFILE

GRADE

PH PHASE

PHWR PRIMARY HOT WATER RETURN

PHWS PRIMARY HOT WATER SUPPLY

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PLAS PLASTIC OR PLASTER

PMPSCT PUMP SUCTION

PN PART NUMBER

PNEU PNEUMATIC

PO POST OFFICE OR PURCHASE ORDER

POLY POLYETHYLENE (PLASTIC)

PORT PORTABLE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PR PUMPED RETURN

PRCST PRECAST

PREFMD PREFORMED

PROP PROPERTY

PRV PRESSURE REGULATOR VALVE OR

PRESSURE RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT CONC POST-TENSIONED CONCRETE

PTRV PRESSURE TEMPERATURE RELIEF

VALVE

PV PAVED

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RANGE

RAD RADIAN

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCCP REINFORCED CONCRETE CULVERT

PIPE

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

RDC REDUCER

REF REFERENCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

ROW RIGHT OF WAY

RT RIGHT

RV RELIEF VALVE

RWR RECESSED WASTE RECEPTACLE

SAMP SAMPLE

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SCP SCUPPER

SD STORM DRAIN

SDL SADDLE

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

ALT ALTERNATE OR ALTITUDE

AMT AMOUNT

APPROX APPROXIMATE

ASPH ASPHALT

AWWA AMERICAN WATER WORKS

ASSOCIATION

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BC BACK OF CURB

BCV BUTTERFLY CHECK VALVE

BDRY BOUNDARY

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BLDG BUILDING

BN BULLNOSE

BRG BEARING

BSTR BOOSTER

BV BALL VALVE

BW BOTH WAYS

BWG BIRMINGHAM WIRE GAUGE

CAP CAPACITY

CB CATCH BASIN OR CEMENT BASE

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CDW CHILLED DRINKING WATER

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CHFR CHAMFER

CHK CHECK

CHKV CHECK VALVE

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON PIPE

CJ CONSTRUCTION JOINT OR CONTROL

JOINT

CL CENTER LINE, CLASS, OR CLOSE

CMP CORRUGATED METAL PIPE

CND CONDUIT

CNDS CONDENSATE

CO CLEANOUT, COMPANY, OR CUTOUT

CONC CONCENTRIC OR CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OR CUT OFF VALVE

COV PL COVER PLATE

CPLG COUPLING

CPP CORRUGATED PLASTIC PIPE

CRP CONDENSATE RETURN PUMP

CSB CONCRETE SPLASH BLOCK

CSP CONCRETE SEWER PIPE

CSTL CAST STEEL

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

DA DRAINAGE AREA

DAT DATUM

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DHW DOMESTIC HOT WATER

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DR DRAIN OR DRIVE

DS DOWNSPOUT

DW DOMESTIC WATER

DWG DRAWING

DWR DOMESTIC WATER RETURN OR

DRAWER

DWS DOMESTIC WATER SUPPLY

EC EDGE OF CURB

EJ EXPANSION JOINT

EL EASEMENT LINE OR ELEVATION

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPT EXTERNAL PIPE THREAD

SDMH STORM DRAIN MANHOLE

SECT SECTION

SEG SEGMENT

SEP TNK SEPTIC TANK

SF SQUARE FOOT (FEET)

SJ SCORED JOINT

SLV SLEEVE

SM SILTY SAND

SMH STEAM MANHOLE

SMP SUMP PUMP

SOV SHUT OFF VALVE

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SPKLR SPRINKLER

SPLY SUPPLY

SPR SPRINKLER LINE

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SR STEAM RETURN

SS SANITARY SEWER, STEAM SUPPLY

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

ST STREET OR STORM DRAIN, OR STORM

WATER

STA STATION

STD STANDARD

STM STEAM

SURV SURVEY

SUTK SUMP TANK

SW SIDEWALK

SWG SEWAGE

SWR SEWER

SYM SYMBOL

T&M TIME AND MATERIALS

TAN TANGENT

TBM TEMPORARY BENCHMARK

TB-XX TEST BORING-XX (E.G., TB-01)

TCP TRAFFIC CONTROL PLAN

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TN TRUE NORTH

TNL TUNNEL

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOC TOP OF CONCRETE OR TOP OF CURB

TOC FTG TOP OF CONCRETE FOOTING

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FOOTING

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TR TOP OF RIM

TWR TREATED WATER RETURN

TWS TREATED WATER SUPPLY

TYP TYPICAL

UFC UNIFORM FIRE CODE

UGND UNDERGROUND

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

VA VETERAN AFFAIRS

VHA VETERANS HEALTH ADMINISTRATION

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VCT VITRIFIED CLAY TILE VINYL

COMPOSITION TILE

VERT VERTICAL

VIC VICINITY

VIF VERIFY IN FIELD

VOL VOLUME

W WASTE, WEST, OR WIDE

W/ WITH

W/O WITHOUT

WI WROUGHT IRON

WL WATER LINE

WM WIRE MESH WATER METER

WO WORK ORDER

WP WATER PUMP

WT WATER TABLE

WT EL WATER ELEVATION

WTR WATER

WW WASTE WATER

XFMR TRANSFORMER

EQL SP EQUALLY SPACED

ESMT EASEMENT

EST ESTIMATE

EXIST EXISTING

EXP EXPANSION

EXST GR EXISTING GRADE

EXT EXTERIOR

EXT GR EXTERIOR GRADE

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FIL FILLET

FIN FINISH

FLG FLANGE

FLRD FLARED

FES FLARED END SECTION

FLTR FILTER

FN FENCE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPW FIRE PROTECTION WATER SUPPLY

FSP FIRE STANDPIPE

FSS FLOW SENSING SWITCH

FT FEET OR FOOT

FTG FOOTING

G GROUND OR NATURAL GAS

G LN GAS LINE

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUT

GDR GUARD RAIL

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GPD GALLONS PER DAY

GTV GATE VALVE

GUT GUTTER

H&CW HOT AND COLD WATER

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HP HIGH PRESSURE

HV HOSE VALVE

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER OR INSIDE

DIMENSION

IMH INLET MANHOLE

INCL INCLUDED

INCR INCREMENT

INSTL INSTALL

INV INVERT

INV EL INVERT ELEVATION

IP IRON PIPE

IPS IRON PIPE SIZE

IPT IRON PIPE THREADED

IW IRRIGATION WATER

LAT LATITUDE

LF LINEAR FEET (FOOT)

LIN LINEAR

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LS LUMP SUM

LT LIGHT

LTG LIGHTING

MAINT MAINTENANCE

MAX MAXIMUM

MED MEDIUM

MER MERIDIAN

MFD MANUFACTURED

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NE NOT EXCEEDING

NIC NOT IN CONTRACT

NO NUMBER

CIVIL SITE ABBREVIATIONS

N o r t h

SCALE: 1" = 30'

0 15' 30' 60' 90' 120'7'-6"

SITE MAP

BUILDING 12

DO

RIS

M

ILL

ER

CI

RC

LE

N o r t h

SCALE: NO SCALE

VICINITY MAP

PIV

CD101

CIVIL DEMOLITION PLAN

N o r t h

SCALE: 1" = 20'

0 10' 20' 40' 60' 80'5'

CIVIL DEMOLITION PLAN

VEG 20.15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

674A4-21-703

4800 MEMORIAL DRIVE, WACO, TX 76711

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: EHRM TRAINING AND ADMIN SPACE

SUPPORT

100% CONSTRUCTION

DOCUMENTS

EXISTING

ASPHALT

PARKING

LEGEND

SITE IMPROVEMENTS TO BE REMOVED

LIMIT SANDBLASTING

CONSTRUCTION FENCE

EXISTING VEGETATION

EXISTING CURB AND GUTTER

EXISTING CHILLED WATER SUPPLY

EXISTING CHILLED WATER RETURN

EXISTING WATER LINE

EXISTING STORM SEWER LINE

EXISTING FIRE HYDRANT

UTILITY VALVE

POST INDICATOR VALVE

CLEAN-OUT

1. DEMO MECHANICAL ENCLOSURE IN ENTIRETY; REMOVE ALL ITEMS WITHIN

LIMITS INCLUDING BUT NOT LIMITED TO MECHANICAL/ELECTRICAL

EQUIPMENT, FENCING, CONCRETE FOOTINGS, BASES, GRAVEL AND

CONCRETE.

2. LOCATION OF CONSTRUCTION ACCESS; MOVEABLE ENTRANCE GATE.

3. REMOVE EXISTING SHRUBBERY/TREES ON BUILDING EXTERIOR IN AREA

SHOWN.

4. TRENCH LINE CROSSES EXISTING STORM AND WATER LINES. CONTRACTOR

TO POTHOLE UTILITY LOCATIONS.

5. EXCAVATE TO EXPOSE MAIN LOOP CHILLED WATER SUPPLY AND RETURN

CONNECTION VALVES.

6. SAW-CUT AT NEAREST JOINT AND REMOVE PORTION OF CONCRETE

SIDEWALK AS SHOWN.

7. REMOVE, SALVAGE AND REPLACE PARKING STOP BLOCK; REF CS101.

8. SAND BLAST TO REMOVE EXISTING ALL PARKING STRIPES WITHIN

BOUNDARY SHOWN.

9. CORE DRILL (2) 10" HOLES, SPACED 1'-10" OC, IN FOUNDATION WALL FOR

NEW CHILLED WATER LINES. REFERENCE DETAIL 04/CS501.

GENERAL NOTES

KEYNOTES

A. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATIONS

01 00 00 GENERAL REQUIREMENT AND THE VHA COR.

B. REFERENCE SPECIFICATION 02 41 00 FOR DEMOLITION.

C. EXCAVATION AND BACKFILL WILL BE IN ACCORDANCE WITH 31 20 00

EARTHWORK.

XX

BUILDING 12

DO

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M

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ER

CI

RC

LE

BUILDING 15

PIV

EXISTING

PARKING

EXISTING

ASPHALT

PARKING

BUILDING

AutoCAD SHX Text s

AutoCAD SHX Text s

AutoCAD SHX Text s

AutoCAD SHX Text s

AutoCAD SHX Text s

AutoCAD SHX Text s

AutoCAD SHX Text M

AutoCAD SHX Text s

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

CO

02/10/2020 RAG DJD

CS101

CIVIL SITE PLAN

N o r t h

SCALE: 1" = 20'

0 10' 20' 40' 60' 80'5'

CIVIL SITE PLAN

VEG 20.15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

674A4-21-703

4800 MEMORIAL DRIVE, WACO, TX 76711

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: EHRM TRAINING AND ADMIN SPACE

SUPPORT

100% CONSTRUCTION

DOCUMENTS

LEGEND

EXISTING TREE TO REMAIN

PROTECT IN PLACE

NEW CONCRETE IMPROVEMENT

NEW XERIC PLANTING BED

CONSTRUCTION FENCE

EXISTING CURB AND GUTTER

EXISTING CHILLED WATER SUPPLY

EXISTING CHILLED WATER RETURN

NEW CHILLED WATER SUPPLY

NEW CHILLED WATER RETURN

ADD ALT

NEW LIGHT FIXTURE

1. NEW TRANSFORMER AND PAD. SEE 05/CS501 FOR PAD DETAILS.

REFERENCE ELECTRICAL DRAWINGS FOR TRANSFORMER.

2. CHILLED WATER SUPPLY AND RETURN LINES TO BUILDING 12 PER SPEC 33

10 00. SEE MECHANICAL DRAWINGS FOR BUILDING ENTRY POINT AND

BUILDING CONNECTION.

3. EXISTING CONNECTION VALVES FOR CHILLED WATER LOOP.

4. BACKFILL AND PATCH TRENCH TO MATCH EXISTING CONDITIONS. SEE

CIVIL DETAIL 01/CS501.

5. RE-STRIPE PARKING LOT AT DIMENSIONS SHOWN.

6. STRIPE (2) TWO VAN ACCESSIBLE PARKING STALLS AT 11'-0" WIDE WITH

5'-0" ACCESSIBILITY AISLES AND ACCESSIBILITY MARKINGS AS SHOWN.

7. REPLACE SIDEWALKS AT ENTRY STAIRS. SIDEWALKS SLOPES SHALL BE 3%

MAX LONGITUDINAL AND 2% MAX TRANSVERSE. WIDTHS OF SIDEWALK TO

MATCH EXISTING.

8. ADD NEW 6" CONCRETE PAD TO CONNECT STAIR LANDING TO SIDEWALK

PER SPECIFICATION 32 05 23.

9. SOD PER SPECIFICATION SECTION 32 90 00 WHERE TOPSOIL HAS BEEN

DISTURBED. SEE LANDSCAPE SHEETS FOR DETAILS.

10. PAINT RAIL ON EXISTING RETAINING WALL

11. RELOCATED PARKING STOP BLOCK.

12. INSTALL (2) NEW VAN ACCESSIBLE PARKING SIGN; REF 06/CS501.

13. XERIC PLANTING BEDS WITH CONCRETE RIBBON CURB EDGE. SEE

LANDSCAPE SHEETS FOR DETAILS.

14. FORMED AND HAND-POURED CONCRETE RIBBON CURB. TERMINATE CURB

AT EXISTING GRANITE STEPS. SEE SHEET CS501 FOR DETAILS.

15. ADD ALT #1

FURNISH AND INSTALL LIGHT POLE; REFERENCE ELECTRICAL DRAWINGS

AND SPEC 01 00 00

16. ADD ALT #2

FURNISH AND INSTALL LIGHT POLE; REFERENCE ELECTRICAL DRAWINGS

AND SPEC 01 00 00

GENERAL NOTES

KEYNOTES XX

A. FOR BACKFILL AND COMPACTION REFERENCE SPECIFICATION 32 20 11

EARTHWORK (SHORT FORM)

B. FOR SIDEWALK, FOOTINGS AND CONCRETE PADS; REF SPECIFICATIONS

03 30 53 CAST-IN-PLACE CONCRETE (SHORT FORM) AND 32 05 23 CEMENT

AND CONCRETE FOR EXTERIOR CONCRETE.

C. FOR PAVEMENT MARKINGS; REF SPECIFICATION 32 17 23.

BUILDING 12

BUILDING 15

EXISTING

PARKING

EXISTING

ASPHALT

PARKING

21 STALLS

@ 9.0' WIDE

19.0'

BUILDING

117 10

C

S

P l a n

N o r t h

T r u e r t h

SCALE:

1" = 10'

5' 10' 20' 30' 40'2'-6"

ENLARGED PLAN - CONCRETE RIBBON CURB

10.5' R34.5'

BOC

7.5'

R44.75'

BOC

7.5'

10.5'

R44.75'

BOC

R34.5'

BOC

M

A A

CS501

CIVIL DETAILS

VEG 20.15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

674A4-21-703

4800 MEMORIAL DRIVE, WACO, TX 76711

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: EHRM TRAINING AND ADMIN SPACE

SUPPORT

100% CONSTRUCTION

DOCUMENTS

SCALE: NO SCALE

UTILITY TRENCH DETAIL

SCALE: NO SCALE

TYPICAL CONCRETE SIDEWALK

SCALE: NO SCALE

ACCESSIBLE / VAN ACCESSIBLE PARKING SIGN

SCALE: NO SCALE

CONCRETE PAD - TRANSFORMER

NOTES:

1. ACCESSIBLE PARKING SIGN SHALL

CONFORM WITH CURRENT STATE & LOCAL

CODES AND REGULATIONS.

2. VAN ACCESSIBLE PARKING SIGN TO BE

USED IN VAN ACCESSIBLE SPACE ONLY, AS

INDICATED ON DRAWING WITH "VAN".

3500 P.S.I.

P.C. CONC.

6"Ø BOLLARD POST FILLED

WITH CONCRETE (PAINTED

TRAFFIC YELLOW)

TOP OF PAVEMENT

3"Ø GALV. STEEL POST.

10" x 12" VAN ACCESSIBLE PARKING SIGN, FASTEN WITH 2 - 3/8" Ø CADMIUM BOLTS, NUTS & LOCK WASHERS. THIS SIGN TYP.

AT ALL VAN ACCESSIBLE PARKING SPACES

12" x 18" ACCESSIBLE PARKING SIGN, FASTEN WITH 2 - 3/8" Ø CADMIUM BOLTS, NUTS & LOCK WASHERS. THIS SIGN TYP.

AT ALL ACCESSIBLE PARKING SPACES

5'-0"

3'-0"

2'-0"

3"

1'-4"

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE

DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT

EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE

CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF

APPROXIMATELY 15' OR AT A SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A

1/4" RADIUS.

5. SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING

INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF

ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED PER SPEC 32 05 23.

7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR AT DISTANCE EQUAL TO

SIDEWALK WIDTH.

1" SCORED OR SAWCUT

CONTRACTION JOINT

TOP OF CURB

1/4" DEEP

SCORED JOINTS

1/4" R. (TYP.)

FORMED JOINTS

ONLY

CLASS "B"

CONCRETE

EXPANSION JOINT WITH 1/4"

BITUMINOUS JOINT FILLER

1% MIN.

2% MAX. 4"

M

IN

VARIES PER PLANS 0' MIN.

10.5' MAX.

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

3/1 6"

4" (T

YP

60' MAX

EXPANSION JOINT TO EXPANSION JOINT

60' MAX.

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP)

P

ER

PL

AN

S P

ER

PL

AN

S

PLAN

COMPACTED

GRANULAR FILL

1/2" CHAMFER

ON ABOVE

GRADE EDGES

COMPACTED FILL

PER 32 00 11

6"x6" NO. 6 PLACED

UNIFORMLY IN CENTER

OF CONCRETE

4"4"

NEW 300KVA

PAD-MOUNTED

TRANSFORMER

REF. TRANSFORMER SPECIFICATIONS

FOR DIMENSIONS AND LOCATION OF

CONDUIT TURN-UP

REFER TO

MANUFACTURERS

SPECS FOR

DIMENSIONS8" MIN. 8" MIN.

8" MIN.

8" MIN.

SECTION A - A

UTILITY TRENCH NOTES

1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN

ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.

2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT ABOVE THE TOP OF PIPE AND SHALL BE

PER SPECIFICATION SECTION 31 20 11.

3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 31 20 11.

BENDS - PLAN

DEAD END - PLAN

TEE - PLAN

TYPICAL CROSS SECTION

5 4

TYP

THRUST BLOCK GENERAL NOTES:

1. CONCRETE SHALL BE 3,000 PSI MIN.

2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT FAIRLY DRY, THUS

MAKING THE CONCRETE WEDGE SHAPE MORE EASILY FORMED WITH THE

WIDEST PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL.

3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS.

4. ALL FITTINGS AND ACCESSORIES TO BE WRAPPED WITH 10 MIL

POLYETHYLENE PRIOR TO POURING BLOCKING.

5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN ON THE THRUST

BLOCKING SCHEDULE.

SIZE

OF PIPE 11 1/4°

BENDS

22 1/2° 45° 90°

TEE or

DEAD END

4"

6"

8"

12"

16"

20"

1.00

1.00

1.00

2.25

3.75

5.00

1.00

1.25

2.00

4.50

7.50

10.00

1.00

2.25

4.00

8.75

14.50

19.50

2.00

27.00

35.50

1.50

3.00

5.25

11.25

19.00

25.00

4.25

8.00

12.00

DETAIL NOTES:

1. BOND BREAKER 10 MIL POLYETHYLENE PLASTIC

2. FOR 250 PSI INTERNAL PIPE PRESSURE, MULTIPLY AREAS BY 1.4

3. MINIMUM BEARING SURFACE AREA - SQ. FT. (FOR 150 PSI INTERNAL PIPE)

BASED ON 3,000 PSF SOIL BEARING CAPACITY.

4. UNDISTURBED EARTH

5. BEDDING MATERIAL

6. 2/3 OD PIPE

SCALE: NO SCALE

CONCRETE THRUST BLOCKS

±1'-10"

SLOPE TRENCH PER OSHA.

TRENCH

BACKFILL

SOD TO MATCH

EXISTING SURFACE

IF TRENCH WALLS CANNOT BE

SLOPED, SHORE WALLS PER OSHA.

WARNING TAPE,

SEE SPECS.

4" C

W

4" C

W R

MIN. 12" BACKFILL

BETWEEN WARNING

TAPE AND PEA GRAVEL

AS NEEDED

NO 67 AGGREGATE

MIN. 6" BELOW AND 12" ABOVE

CORE DRILL THROUGH

FOUNDATION WALL;

DIAMETER 2" LARGER

THAN PIPE AND

INSULATION

2" POLYURETHANE

FOAM INSULATION WITH

HDPE JACKET

BACKER ROD

WATERPROOFING

SEALANT PER SPEC

SECTION 07 92 00

EXTERIOR WALL

CW LINE/RETURN

3'-6"

MIN1'-0"

1'

SUBGRADE COMPACTED

AS SPECIFIED

4" MIN CRUSHED BASE COURSE

COMPACTED AS SPECIFIED

4" CONCRETE SIDEWALK

WIDTH TO MATCH EXISTING

6"

12"

4" IRON PIPE;

WITH 2" INSULATION

PER SPEC 33 10 00

SCALE: NO SCALE

CONCRETE RIBBON CURB

6"

8"

NO GREATER

THAN 2"

#3 REBAR, 3" O.C.

DISTANCE TO

BUILDING WALL

VARIES

3" MIN CRUSHED BASE

COURSE, COMPACTED

AS SPECIFIED

UNDISTURBED

SUBGRADE

PLANTING SOIL;

PER SPEC 32 90 00

ORGANIC MULCH

PER SPEC 32 90 00

NOTES:

1. RIBBON CURB MUST BE FORMED AS SPECIFIED IN 31 05 23.

2. EXPANSION JOINTS 20' O.C.

2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS

GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR

LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6'.

4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE

COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS

GREATER. REFER TO VA STANDARD DETAIL 04/CS501 "UTILITY

TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE

IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.

2. TRENCH BACKFILL SHALL COMMENCE 1-FOOT ABOVE THE TOP OF PIPE AND SHALL BE

PER SPECIFICATION SECTION 31 20 11.

3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 31 20 11.

4. THE 1-FOOT TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES.

5. AGGREGATE BASE COURSE (ABC) SHALL BE PER GRANULAR BASE IN SPECIFICATION

31 20 11.

6. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS

OF SECTION 32 05 23.

7. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT

IS LESS THAN 6 FEET AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THE

EXISTING CONCRETE TO THE JOINT.

SCALE: NO SCALE

UTILITY TRENCH PATCH NOTES

ABC 100% MIN.

COMPACTION

1' MAX. TYP.

2'-6" MIN.

4'-00" MAX.

TACK COAT (TYP.)

EXISTING

PAVEMENT

TRENCH

BACKFILL

ASPHALTIC CONCRETE

SCALE: NO SCALE

UTILITY TRENCH PATCH NOTES

AutoCAD SHX Text

ACCESSIBLE

AutoCAD SHX Text

VAN

AutoCAD SHX Text

PARKING

RESERVED

CU101

CIVIL UTILITY PLAN

N o r t h

SCALE: 1" = 20'

0 10' 20' 40' 60' 80'5'

CIVIL UTILITY PLAN

VEG 20.15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

674A4-21-703

4800 MEMORIAL DRIVE, WACO, TX 76711

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: EHRM TRAINING AND ADMIN SPACE

SUPPORT

100% CONSTRUCTION

DOCUMENTS

EXISTING

ASPHALT

PARKING

LEGEND

CHILLED WATER

SUPPLY

CHILLED WATER

RETURN

ELECTRICAL LINE

TELECOM LINE

WATER LINE

SANITARY SEWER LINE

STEAM LINE

GAS LINE

STORM SEWER LINE

FIRE HYDRANT

UTILITY VALVE

STORM SEWER

MANHOLE

SANITARY SEWER

MANHOLE

ELECTRICAL MANHOLE

TELECOM MANHOLE

POST INDICATOR

VALVE

CLEAN-OUT

ADD ALT

NEW LIGHT FIXTURE

1. NEW 4" DUCTILE IRON PIPE, WITH 2" THICK INSULATION, CHILLED WATER

SUPPLY LINE TO BLDG 12 PER SPECIFICATION 33 10 00.

2. NEW 4" DUCTILE IRON PIPE, WITH 2" THICK INSULATION, CHILLED WATER

RETURN TO MAIN LOOP PER SPECIFICATION 33 10 00.

3. EXISTING 12" CHILLED WATER LOOP

4. EXISTING 6" AND 8" WATER LINES.

5. EXISTING STORM SEWER LINE.

6. EXISTING TELECOM/FIBER OPTIC LINE. REFERENCE TELECOM DRAWINGS

FOR DEMOLITION AND LOCATION OF NEW LINES.

7. EXISTING ELECTRICAL DUCTBANK. REFERENCE ELECTRICAL DRAWINGS

FOR DEMOLITION AND LOCATION OF NEW LINES.

8. EXISTING 6" SANITARY SEWER LINE.

9. EXISTING STEAM TUNNEL DISTRIBUTION SYSTEM.

10. EXISTING NATURAL GAS LINE.

11. EXISTING CW/CWR CONNECTION VALVE. CONTRACTOR TO POTHOLE

UTILITIES AND VERIFY MATERIAL TYPE AND SIZE.

12. ADD ALT #1

FURNISH AND INSTALL LIGHT POLE; REFERENCE ELECTRICAL DRAWINGS

AND SPEC 01 00 00

13. ADD ALT #2

FURNISH AND INSTALL LIGHT POLE; REFERENCE ELECTRICAL DRAWINGS

AND SPEC 01 00 00

GENERAL NOTES

KEYNOTES

A. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATIONS 01 00

00 GENERAL REQUIREMENT AND THE VHA COR.

B. DEMOLITION SHALL BE IN ACCORDANCE WITH SECTION 02 41 00.

EXCAVATION AND BACKFILL WILL BE IN ACCORDANCE WITH 31 20 11

EARTHWORK (SHORTFORM).

XX

BUILDING 12

BUILDING 15

PIV

NEW UTILITIES

EXISTING

ASPHALT

PARKING

BUILDING

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AutoCAD SHX Text Y

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CO

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AutoCAD SHX Text

CO

AutoCAD SHX Text

EXISTING

E

02/10/2022 BRD MLH

LS101

LANDSCAPE SITE PLAN

N o r t h

SCALE:

1" = 10'

5' 10' 20' 30' 40'2'-6"

LANDSCAPE SITE PLAN

VEG 20.15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

674A4-21-703

4800 MEMORIAL DRIVE, WACO, TX 76711

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: EHRM TRAINING AND ADMIN SPACE

SUPPORT

100% CONSTRUCTION

DOCUMENTS

LEGEND

EXISTING TREE

TURFGRASS SOD TO MATCH EXISTING

NEW CONCRETE IMPROVEMENT

NEW XERIC PLANTING BED

EXISTING CURB AND GUTTER

NEW CHILLED WATER SUPPLY

NEW CHILLED WATER RETURN

1. NEW XERIC PLANTING BEDS WITH CONCRETE RIBBON CURB. SEE SHEETS

LS102 AND L-501 FOR PLANTING DETAILS. SEE CIVIL SHEETS FOR RIBBON

CURB DETAILS.

2. REPLACE TURF THAT WAS REMOVED OR DAMAGED DURING INSTALLATION

OF NEW CHILLED WATER SUPPLY AND RETURN LINES TO BUILDING 12. NEW

TURFGRASS SOD TO MATCH EXISTING. REFER TO SPECIFICATION SECTION

32 90 00. SEE CIVIL DRAWINGS FOR ADDITIONAL DETAILS.

3. INSTALL NEW TURFGRASS SOD, TO MATCH EXISTING, WHERE CONCRETE

PADS HAVE BEEN REMOVED. REFER TO SPECIFICATION SECTION 32 90 00.