ATTACHMENT V2c - Phase A CLC -Vol_A1_Drawings.pdf

01 NOV 2023

15 NOV 202328 NOV 2023

HARDSCAPE, FURNISHINGS & MATERIALS

1. SEE LP SERIES FOR TREE LOCATIONS PRIOR TO PAVEMENT WORK

2. SEE SPECIFICATIONS FOR MATERIAL SAMPLE AND INSPECTION REQUIREMENTS

3. LAYOUT AND STAKE ALL PAVING FOR APPROVAL PRIOR TO CONSTRUCTION

4. THICKENED EDGE CONDITION AT EDGE OF ALL ADJACENT PLANTING AND PAVING

5. PAVEMENT JOINT PLACEMENT SHOWN IS APPROXIMATE; CONTRACTOR TO SUBMIT JOINTING PLAN PER DEPARTMENT OF VETERAN AFFAIRS, CAD DETAIL NO.

SD320503-18; INDICATING JOINT TYPE AND LOCATION FOR APPROVAL PRIOR TO LAYOUT OR CONSTRUCTION OF FLATWORK

6. SEE CIVIL SHEETS FOR LAYOUT AND GRADING

7. *VV ITEMS : VA TO PROVIDE AND INSTALL, LOCATION SHOWN FOR REFERENCE ONLY

8. LIGHTING SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL DRAWINGS FOR TYPES AND QUANTITIES; SYMBOLS NTS

HARDSCAPE AND LAYOUT NOTES

FENCING & FURNISHINGS BRAND (OR EQUAL) MODEL FINISH NOTES

WOOD FENCE N/A N/A

SCREEN FENCE AMERISTAR MONTAGE BLACK POWDERCOAT 6'-0" HIGH; INDUSTRIAL, MAGESTIC, 2-RAIL)

CHAIN LINK FENCE N/A N/A N/A 6'-0" HIGH; SEE SPECS AND CIVIL

TABLE AND CHAIRS, NIC* LANDSCAPE FORMS CAROUSEL SILVER POWDERCOAT 6-SEAT, BACKED, GRID

TABLE AND CHAIRS - ADA, NIC* LANDSCAPE FORMS CAROUSEL SILVER POWDERCOAT 5-SEAT ADA MODEL, BACKED, GRID

BIKE RACK, NIC* LANDSCAPE FORMS FLO STAINLESS STEEL SURFACE MOUNT

BENCH, NIC* LANDSCAPE FORMS SCARBOROUGH SILVER POWDERCOAT 72", BACKED WITH ARMS, HORIZONTAL STRAP

TRASH RECEPTACLE, NIC* LANDSCAPE FORMS SCARBOROUGH SILVER POWDERCOAT SIDE-OPENING, HORIZONTAL STRAP

FIXED BOLLARD, K4 RATED CALPIPE INDUSTRIES PDT08080F STAINLESS STEEL 8", FLAT TOP

REMOVABLE BOLLARD CALPIPE INDUSTRIES SSR05000 STAINLESS STEEL 5", INTERNAL LOCKING, FLAT TOP

REMOVABLE BOLLARD, K4 RATED CALPIPE INDUSTRIES PDT08080R STAINLESS STEEL 8", FLAT TOP WITH WELD NUT AND LIFTING EYE

TREE GRATE IRONSMITH ADA TREE GRATE NATURAL CAST IRON 48"

FLAG POLE FEDERAL FLAGS 60' N/A SATIN FINISH TAPERED ALUMINUM, RATED AT 122 MPH

LANDSCAPE EDGING SURE-LOC SURE-EDGE MILL FINISH

TRELLIS STRUCTURE POLIGON FLAT TRELLIS WHITE POWDERCOAT 8' X 12' STANDARD

HARDSCAPE BRAND (OR EQUAL) TYPE/COLOR SIZE/NOTES

COBBLE EARTHSTONE ROCK N/A YOSEMITE RIVER COBBLE 2"-3"

GRAVEL TYPE I EARTHSTONE ROCK N/A COPPER CANYON 1.5"-3"

GRAVEL TYPE II (VEHICULAR) EARTHSTONE ROCK N/A COPPER CANYON 1.5"-3"

DECOMPOSED GRANITE PAVING EARTHSTONE ROCK N/A CALIFORNIA GOLD STABILIZED EXCEPT AT TREE PLANTING

CONCRETE PAVING N/A N/A NATURAL GRAY N/A

TURF PAVERS INVISIBLE STRUCTURES, INC. GRASSPAVE 2 N/A

o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t

Drawing number

Drawn

Location

Project Title

Date Checked by

Drawing TitleCONSULTANTS: ARCHITECTS/ENGINEERS: Office of Construction and Facilities Management

FULLY SPRINKLERED

Station Number Project Number

640 640-423

Building Number

1 2 3 4 5 6

A

B

C

D

E

F

A

C

D

E

F

1 2 3 4 5 6 7 8 9

7 8 9

U.S. Department of Veterans Affairs

VA Livermore Realignment and Closure - Part A - CLC (San Joaquin County)

Stockton (French Camp) San Joaquin County, CA

NO REVISIONS DATE

09 FEB 2018SOLICITATION SET 25 OCT 2023

MECHANICAL/ELECTRICAL/

PLUMBING:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

STRUCTURAL:

Degenkolb Engineers 375 Beale Street, Suite San Francisco,CA 94105

CIVIL /

SURVEYOR:

Sandis 636 9th Street Oakland, CA 94607

ARCHITECTURE/

INTERIOR DESIGN/

SECURITY/SIGNAGE/

COMMUNICATIONS/

MEDICAL EQUIPMENT/

MASTER PLAN LANDSCAPE/

ENVIRONMENTAL

ASSESSMENT:

HDR Architecture, Inc.

201 California Street San Francisco, CA 94111

FIRE PROTECTION:

Jensen Hughes Inc.

2950 Buskirk Avenue, Ste.

Walnut Creek, CA 94597

GEOTECHNICAL:

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

COST ESTIMATING:

AECOM

300 California Street, Suite San Francisco, CA 94104

DECORATIVE

COBBLESTONE

LANDSCAPE

EDGING

FINISH GRADE

VARIES

SEE HARDSCAPE PLANS

FACE OF ADJACENT

STRUCTURE

M I N

SUBGRADE

GRAVEL

2% MINIMUM

CROSS SLOPE

WEED BARRIER

3 1" = 1'-0"

COBBLE

COMPACTED STONE SURFACE,

SEE HARDSCAPE PLANS,

SLOPE PATH TO DRAIN, TYP

COMPACTED 1

"-MINUS CRUSHED

ROCK AGGREGATE BASE

FLUSH W/ ADJACENT GRADE

LANDSCAPE EDGING

EXISTING SUBGRADE

WEED BARRIER

1 1" = 1'-0"

DECOMPOSED GRANITE PAVING

5 8

CONCRETE ANCHOR

BOLT (BY INSTALLER)

" X 1

" X

" STEEL ANGLE

1/4" THICK x 2" STEEL TAB

SLOTTED 7/16" x 3/4" FOR

CONCRETE ANCHOR SHOP

WELDED TO FRAME (TYP 24" OC

NOM)

TREE GRATE

ADJACENT HARDSCAPE, SEE PLANS

5 1/2" = 1'-0"

TREE GRATE

6 1/4" = 1'-0"

TREE GRATE ASSEMBLY

NOTES:

1. IRONSMITH 4' SQUARE "ADA" TREE GRATE, #M4838

OR APPROVED EQUAL

2. LIGHTWELL COVERS ARE BOLTED TO GRATE

3. SLOT WIDTH IS 1/2 " MAXIMUM, FOR ADA

COMPLIANCE

7/16"

1" RIBS

1/2" X 1" X 1/4" THICK GRINDING PADS

FOR LEVELING, MIN 4 TYP

SYM ABOUT CL

4'-0"

C L

2 1" = 1'-0"

CONTROL JOINT DETAIL

1'-0"4"

FINISH

GRADE

CLEAN COMPACTED

AGGREGATE BASE

COMPACTED SUBGRADE

CONCRETE PAVING, 4000

PSI, SEE PLANS FOR FINISH

NOTES:

1. THICKENED EDGE CONDITION AT EDGE OF ALL ADJACENT PLANTING AND PAVING

2. MINIMUM THICKNESS AND DEPTH OF BASE AND REINFORCING PER STRUCTURAL ENGINEER

3. SEE CIVIL FOR VEHICULAR CONCRETE PAVING DETAIL AND JOINTING

4. CONTRACTOR TO SUBMIT JOINTING PLAN PER DEPARTMENT OF VETERAN AFFAIRS, CAD

DETAIL NO. SD320503-18; INDICATING JOINT TYPE AND LOCATION FOR APPROVAL PRIOR TO

LAYOUT OR CONSTRUCTION OF FLATWORK

5. EXPANSION JOINTS WHERE PATHS ABUT DRIVEWAYS, CURBS, & BUILDING WALLS; 60' MAX

6. CONTROL JOINTS SPACED EQUAL TO PAVEMENT WIDTH OR 6'-0" MAX

7. CROSS SLOPES 1-2% MAX

3/16" TOOLED

RADIUS AT EDGES,

TYP

PAVING CONTROL JOINT, TYP

1/4" EXPANSION JOINT, TYP

#4 REBAR 2' OC BOTH WAYS

PEDESTRIAN CONCRETE PATH

SEALED , DOWELED

EXPANSION JOINT

JOINT FILLER, FULL DEPTH,

SEE SPECS

BACKER ROD

18" SMOOTH 1/2" STEEL

DOWEL @ 3'-0" OC,

SLEEVE ONE END; CENTER

IN CONCRETE AT ALL COLD

JOINTS

JOINT SEALANT,

SEE SPECS

FACE OF

WALL WHERE

APPLICABLE

CONTROL JOINT

PAVING

SAWCUT

1/4"

1/4"

TYP

CONCRETE PAVING,

SEE HARDSCAPE

PLANS AND SPECS

1/4" RADIUS, TYP

NO SHINER BANDS

S A

W

C

U T

J O

I N

T

10 1" = 1'-0"

CONCRETE PEDESTRIAN PAVING 4 1" = 1'-0"

THICKENED PAVEMENT EDGE

CONCRETE PAVING

STAINLESS STEEL DOWEL,

SLEEVE ONE END, CENTER IN

CONCRETE AT ALL COLD JOINTS;

18" LONG X

"Ø @ 24" OC

BACKER ROD

SEALANT TO MATCH

ADJACENT CONCRETE

CLEAN, COMPACTED

AGGREGATE BASE

COMPACTED SUBGRADE

NOTE:

1. THICKENED EDGE CONDITION AT EDGE OF ALL ADJACENT PLANTING AND PAVING

1'-0" 1'-0"

" TYP

"R TYP

9 1/4" = 1'-0"

TRELLIS STRUCTURE

U

N D

E R

P E

R I M

E T

E R

B

A

M

COLUMN

FLAT POST

CAP

EAVE BEAM

APPROX 12'-9 3/16"

A P

P R

X

FINISH GRADEFRONT ELEVATION

ROOF/PLAN

SIDE ELEVATION

A P

P R

X

LATTICE

NOTES:

1. POLIGON FLAT TRELLIS 8x12 - OR APPROVED EQUAL

2. STRUCTURAL, FOUNDATION, AND ATTACHMENT PER MANUFACTURER.

SUBMIT STAMPED DRAWINGS AND CALCULATIONS FOR REVIEW

3. SEE HARDSCAPE PLANS FOR LAYOUT

ISOMETRIC VIEW

e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

Drawing number

Drawn

Location

Project Title

Date Checked by

Drawing TitleCONSULTANTS: ARCHITECTS/ENGINEERS: Office of Construction and Facilities Management

FULLY SPRINKLERED

Station Number Project Number

640 640-423

Building Number

1 2 3 4 5 6

A

B

C

D

E

F

A

C

D

E

F

1 2 3 4 5 6 7 8 9

7 8 9

U.S. Department of Veterans Affairs

VA Livermore Realignment and Closure - Part A - CLC (San Joaquin County)

Stockton (French Camp) San Joaquin County, CA

NO REVISIONS DATE

09 FEB 2018SOLICITATION SET 25 OCT 2023

MECHANICAL/ELECTRICAL/

PLUMBING:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

STRUCTURAL:

Degenkolb Engineers 375 Beale Street, Suite San Francisco,CA 94105

CIVIL /

SURVEYOR:

Sandis 636 9th Street Oakland, CA 94607

ARCHITECTURE/

INTERIOR DESIGN/

SECURITY/SIGNAGE/

COMMUNICATIONS/

MEDICAL EQUIPMENT/

MASTER PLAN LANDSCAPE/

ENVIRONMENTAL

ASSESSMENT:

HDR Architecture, Inc.

201 California Street San Francisco, CA 94111

FIRE PROTECTION:

Jensen Hughes Inc.

2950 Buskirk Avenue, Ste.

Walnut Creek, CA 94597

GEOTECHNICAL:

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

COST ESTIMATING:

AECOM

300 California Street, Suite San Francisco, CA 94104

0'-7

1'-9

3 4

7'-1

4'-3

FREESTANDING GLIDE

OPTIONAL UMBRELLA HOLE

Ø42 SOLID TABLE TOP,

POWDER COATED STEEL

PLAN VIEW

SIDE ELEVATION ISOMETRIC VIEW

MOUNTING DETAIL

OPTIONAL SURFACE MOUNT

TAB Ø7/16" HOLES FOR

ANCHORING HARDWARE NOT

INCLUDED

NOTES:

1. LANDSCAPE FORMS CAROUSEL - OR APPROVED EQUAL

2. ADA OPTION: 5-SEAT, GRID, DINING HEIGHT

3. NON-ADA OPTION: SIMILAR AS ABOVE, 6-SEAT, GRID, DINING HEIGHT

4. SEE HARDSCAPE PLANS FOR LAYOUT

1 1/2" = 1'-0"

TABLE & CHAIRS - FOR REFERENCE ONLY

"x

" STEEL BAR

" SCHEDULE 40 STEEL PIPE (1

"Ø)

"Ø

HOLE

3 8

"x2

" SS FLAT

SOCKET HD

CAP SCREW

CAST

LEG

73"

"x1

" STEEL BAR

75"

END ELEVATION FRONT ELEVATION

ISOMETRIC VIEW

NOTES:

1. LANDSCAPE FORMS SCARBOROUGH BENCH: 72" BACKED,

WITH ARMS - OR APPROVED EQUAL

2. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS

3. CONFIRM LOCATION AND FACING SIDE PRIOR TO SECURING

4. SEE HARDSCAPE PLANS FOR FINISH SURFACE & MATERIAL

2 1/4" = 1'-0"

SITE BENCH - FOR REFERENCE ONLY

3 8

1'-0

2'-0

3 4

VERTICAL

STRAP BASKET

INSERT

SURFACE

MOUNT

LIFT AND TURN

LID TO EMPTY

FRONT ELEVATION

PLAN

SIDE ELEVATION

NOTES:

1. LANDSCAPE FORMS SCARBOROUGH RECEPTACLE, SIDE

OPENING - OR APPROVED EQUAL

2. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS

3. CONFIRM LOCATION AND FACING SIDE PRIOR TO SECURING

3 1/2" = 1'-0"

TRASH RECEPTACLE - FOR REFERENCE ONLY

4 1/2" = 1'-0"

BICYCLE RACK - FOR REFERENCE ONLY

5 1/2" = 1'-0"

FIXED BOLLARD

6 1/2" = 1'-0"

REMOVABLE BOLLARD12

8 1/2" = 1'-0"

PEDESTRIAN/SWING GATE - STEEL

9 1/2" = 1'-0"

SCREEN FENCE DETAIL

1 3/4" RAIL

2 1/2" POST OR PER

MANUFACTURER'S

RECOMMENDATION

8' OC NOM

2"

NOM

S

T A

N D

A R

D

0'-1"

M

I N

3 3/4"

TYP

1"Ø 16 GA PICKET

FINISH GRADE

BRACKETS/ATTACHMENTS

PER MANUFACTURER'S

RECOMMENDATION

NOTES:

1. AMERISTAR MONTAGE INDUSTRIAL MAJESTIC -

OR APPROVED EQUAL

2. ALL DIMENSIONS NOMINAL

3. POST SIZING PER MANUFACTURER'S

RECOMMENDATION

4. ATTACHMENTS PER MANUFACTURER'S

RECOMMENDATIONS

5. SEE HARDSCAPE PLANS FOR LAYOUT

18"

3" LATCH

CLEARANCE

5'-0"

2" HINGE

CLEARANCE

0'-1"

M

I N

2"

NOM

1 3/4" RAIL

2 1/2" POST OR PER

MANUFACTURER'S

RECOMMENDATION

GATE POST

2"x11 GA OR PER

MANUFACTURER'S

RECOMMENDATIONS

NOTES:

1. AMERISTAR MONTAGE INDUSTRIAL MAJESTIC - OR APPROVED EQUAL

2. ALL DIMENSIONS NOMINAL

3. POST SIZING PER MANUFACTURER'S RECOMMENDATION

4. ATTACHMENTS PER MANUFACTURER'S RECOMMENDATIONS

5. SEE HARDSCAPE PLANS FOR LAYOUT

6. LATCHES, HINGES, AND MISCELLANEOUS HARDWARE PER MANUFACTURER

1"Ø 16 GA PICKET

3 3/4"

TYP

WELD ON BOX HINGE

FINISH GRADE

18"

2"x4" WOOD RAIL, NOT TO EXCEED 8' IN

LENGTH, TYP

NOTES:

1. USE 6"x6" POST WHERE WOOD FENCE

ABUTS TUBULAR STEEL FENCE, BUILDING

WALL, AND AT CHANGE IN DIRECTION

2. SEE SPECS

ELEVATION

1"x4" WOOD CAP, MILLED

TO DRAIN

4"x4" PT WOOD POST

BEYOND

2"x4" WOOD RAIL, CENTERED MID-HEIGHT

M I N

WOOD SLATS,

ALTERNATING

EITHER SIDE

M

I N

18"

CONCRETE PIER

FOOTING, SLOPED TO

DRAIN

HOT DIP GALVANIZED

POST BASE; SIMPSON

CBSQ OR EQUIVALENT

SECTION

1"x4" WOOD CAP

RAIL BEYOND,

TYP

WOOD SLATS,

ALTERNATING

EITHER SIDE

4"x4" WOOD POST

4 #4 BARS HOOKED

AT TOP

10 1/2" = 1'-0"

WOOD FENCE

11 1/2" = 1'-0"

PEDESTRIAN/SWING GATE - WOOD

1"x4" WOOD CAP

RAIL

BEYOND,

TYP

WOOD SLATS,

ALTERNATING

EITHER SIDE

6"x6" WOOD POST

4" SPRING HINGE AT

RAIL, TYP

1"x4" WOOD

FRAME

NOTES:

1. SEE FENCE DETAIL FOR POST (SIM)

2. SEE SPECS FOR MATERIALS

3. PROVIDE PANIC HARDWARE AT GATE FOR EMERGENCY EGRESS

ELEVATION

5'-2" CLEAR

TWO-WAY

LATCH

BEYOND

GATE

PULL

2"

2'-1

Ø1 1/2" TUBING

15°

1 4

R6

SIDE ELEVATION

PLAN

FRONT ELEVATION

NYLON GLIDES

ON BOTTOM OF

CURVED TUBE

FINISH GRADE

AXO VIEW: SURFACE-MOUNT TAB

2 SURFACE-MOUNT

TABS WITH 7/16" HOLES

FOR ANCHORING;

NON-CORROSIVE

ANCHORING HARDWARE

NOT INCLUDED; REFER

TO INSTALLATION GUIDE

FOR MORE DETAILS

NOTES:

1. LANDSCAPE FORMS FLO BIKE RACK OR APPROVED EQUAL

2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS

3. 36" MIN CLEAR BETWEEN ADJACENT STRUCTURES OR RACKS; 48" MIN CLEAR

BETWEEN ROWS OF RACKS

SECTION

21"

#4 REBAR STIRRUPS

& HORIZONTAL

REINFORCEMENT

EMBEDMENT

SLEEVE &

HINGING

LID

PLAN - LID CLOSED

Ø10.25"

CAMLOCK

NOTES:

1. SSR05000 CALPIPE REMOVABLE INTERNAL LOCKING

BOLLARD - OR APPROVED EQUAL

2. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS

3. FOUNDATION SHOWN IS FOR NON-RATED BOLLARDS. AT

IMPACT, RATED BOLLARDS PROVIDE FOUNDATIONS PER

MANUFACTURER'S REQUIREMENTS BASED ON TESTING OR

PROVIDE AN ENGINEERED DESIGN. SUBMIT FOUNDATION

DESIGN FOR REVIEW AND APPROVAL.

LID

NOTES:

1. PDT08080F STAINLESS STEEL CALPIPE HIGH SECURITY FIXED

BOLLARD - OR APPROVED EQUAL

2. CLEAR SPACING BETWEEN BOLLARDS: 48" MIN

3. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS.

4. PROVIDE FOUNDATIONS PER MANUFACTURER'S REQUIREMENTS

BASED ON TESTING OR PROVIDE AN ENGINEERED DESIGN. SUBMIT

FOUNDATION DESIGN FOR REVIEW AND APPROVAL.

SECTION VIEW

8 5/8"

36"

DRAIN

FIXED BOLLARD

BOLLARD 8" SCH 80

CONCRETE FILLED

DIRECTION OF

IMPACT

#4 REBAR STIRRUPS

& HORIZONTAL

REINFORCEMENT

1/4" = 1'-0"

VEHICULAR/DOUBLE SWING GATE - STEEL

NOTES:

1. AMERISTAR TRANSPORT II MAJESTIC - OR APPROVED EQUAL

2. ALL DIMENSIONS NOMINAL

3. POST SIZING PER MANUFACTURER'S RECOMMENDATION

4. ATTACHMENTS PER MANUFACTURER'S RECOMMENDATIONS

5. SEE HARDSCAPE PLANS FOR LAYOUT

6. LATCHES, HINGES, AND MISCELLANEOUS HARDWARE PER MANUFACTURER

FINISH GRADE

4"

TYP

2"PER PLAN

2"

2"

1 2

SEE HARDSCAPE PLANS

FOR SWING DIRECTION

18"

4" SQ POST, TYP

2" SQ GATE END, TYP

" SQ X 14 Ga

FORERUNNER RAIL

1" SQ PICKET, TYP

M

I N

PER PLAN

1/4" = 1'-0"

VEHICULAR/SINGLE SWING GATE - STEEL

NOTES:

1. AMERISTAR TRANSPORT II MAJESTIC - OR APPROVED EQUAL

2. ALL DIMENSIONS NOMINAL

3. POST SIZING PER MANUFACTURER'S RECOMMENDATION

4. ATTACHMENTS PER MANUFACTURER'S RECOMMENDATIONS

5. SEE HARDSCAPE PLANS FOR LAYOUT

6. SEE SPECIFICATIONS FOR AUTOMATED GATE OPERATORS

7. LATCHES, HINGES, AND MISCELLANEOUS HARDWARE PER MANUFACTURER

2"

PER PLAN

2"

1 2

4" TYP

FINISH GRADE

SEE HARDSCAPE PLANS FOR

SWING DIRECTION

4" SQ POST, TYP

2" SQ GATE END, TYP

" SQ X 14 Ga FORERUNNER RAIL

1" SQ PICKET, TYP

18"

M

I N

~15'

IRRIGATION KEY

COMPONENT BRAND (OR EQUAL) MODEL SIZE MATERIAL NOTES

SLEEVING N/A N/A 2X DIAMETER OF MAINLINE SCH. 40 PVC

MAINLINE N/A N/A 2" SCH 40 PVC UNLESS OTHERWISE NOTED

DRIP LINE RAINBIRD XFS-06-12 1" POLYETHYLENE UNLESS OTHERWISE NOTED

LATERAL LINE N/A N/A N/A SCH 40 PVC UNLESS OTHERWISE NOTED

POINT OF CONNECTION N/A N/A N/A N/A SEE CIVIL FOR UTILITY COORDINATION

BACKFLOW PREVENTER FEBCO 825Y 2" N/A INCLUDE STRONGBOX ENCLOSURE SBBC-45ALI

METER N/A N/A 2" N/A SEE CIVIL FOR UTILITY COORDINATION

CONTROLLER HUNTER ACC2 N/A N/A WITH STAINLESS STEEL PEDESTAL ENCLOSURE

IRRIGATION PUMP BARRETT IBGA 5-2-2-2/VFD-F

MASTER CONTROL VALVE HUNTER ICV-201G 2"

FLOW SENSOR HUNTER HFS 2" N/A WITH FCT-150

REMOTE CONTROL VALVE HUNTER ICV PER PLAN N/A

DRIP VALVE HUNTER ICZ-101-LF N/A N/A FOR 1.5" VALVES USE ICZ-151-XL

BALL VALVE NIBCO 4660-T 2" N/A

ISOLATION GATE VALVE NIBCO PR-113-K 2" N/A

QUICK COUPLER HUNTER HQ-44LRC 1" N/A

HEADS BRAND (OR EQUAL) MODEL RADIUS PSI GPM NOTES

HUNTER RZWS-18-50-CV N/A 15-70 0.50 2 PER TREE/1 PER SHRUB

HUNTER PROS-12-PRS40-CV-MP800SR-90 6-12' 40 0.23

HUNTER PROS-12-PRS40-CV-MP800SR-180 6-12' 40 0.42

HUNTER PROS-12-PRS40-CV-MP1000-90 8-15' 40 0.21

HUNTER PROS-12-PRS40-CV-MP1000-180 8-15' 40 0.42

HUNTER PROS-12-PRS40-CV-MP1000-360 8-15' 40 0.84

HUNTER PROS-12-PRS40-CV-MP2000-90 13-21' 40 0.43

HUNTER PROS-12-PRS40-CV-MP2000-180 13-21' 40 .86

HUNTER PROS-12-PRS40-CV-MP2000-360 13-21' 40 3.64

HUNTER PROS-12-PRS40-CV-MP3000-90 22-30' 40 3.64

HUNTER PROS-12-PRS40-CV-MP3000-180 22-30' 40 0.86

HUNTER PROS-12-PRS40-CV-MP3000-360 22-30' 40 1.82

EMITTER SCHEDULE VALVE TAGS

PLANT SIZE NUMBER OF EMITTERS TOTAL GALLONS PER HOUR

1 GALLON 2 2.0

5 GALLON 2 2.0

BF

P

B

GPM

SIZE

STATION #

*Distance between emitters shall be determined in the field, per information provided in the planting plan

IRRIGATION KEY

COMPONENT BRAND (OR EQUAL) MODEL SIZE MATERIAL NOTES

SLEEVING N/A N/A 2X DIAMETER OF MAINLINE SCH. 40 PVC

MAINLINE N/A N/A 2" SCH 40 PVC UNLESS OTHERWISE NOTED

DRIP LINE RAINBIRD XFS-06-12 1" POLYETHYLENE UNLESS OTHERWISE NOTED

LATERAL LINE N/A N/A N/A SCH 40 PVC UNLESS OTHERWISE NOTED

POINT OF CONNECTION N/A N/A N/A N/A SEE CIVIL FOR UTILITY COORDINATION

BACKFLOW PREVENTER FEBCO 825Y 2" N/A INCLUDE STRONGBOX ENCLOSURE SBBC-45ALI

METER N/A N/A 2" N/A SEE CIVIL FOR UTILITY COORDINATION

CONTROLLER HUNTER ACC2 N/A N/A WITH STAINLESS STEEL PEDESTAL ENCLOSURE

IRRIGATION PUMP BARRETT IBGA 5-2-2-2/VFD-F

MASTER CONTROL VALVE HUNTER ICV-201G 2"

FLOW SENSOR HUNTER HFS 2" N/A WITH FCT-150

REMOTE CONTROL VALVE HUNTER ICV PER PLAN N/A

DRIP VALVE HUNTER ICZ-101-LF N/A N/A FOR 1.5" VALVES USE ICZ-151-XL

BALL VALVE NIBCO 4660-T 2" N/A

ISOLATION GATE VALVE NIBCO PR-113-K 2" N/A

QUICK COUPLER HUNTER HQ-44LRC 1" N/A

HEADS BRAND (OR EQUAL) MODEL RADIUS PSI GPM NOTES

HUNTER RZWS-18-50-CV N/A 15-70 0.50 2 PER TREE/1 PER SHRUB

HUNTER PROS-12-PRS40-CV-MP800SR-90 6-12' 40 0.23

HUNTER PROS-12-PRS40-CV-MP800SR-180 6-12' 40 0.42

HUNTER PROS-12-PRS40-CV-MP1000-90 8-15' 40 0.21

HUNTER PROS-12-PRS40-CV-MP1000-180 8-15' 40 0.42

HUNTER PROS-12-PRS40-CV-MP1000-360 8-15' 40 0.84

HUNTER PROS-12-PRS40-CV-MP2000-90 13-21' 40 0.43

HUNTER PROS-12-PRS40-CV-MP2000-180 13-21' 40 .86

HUNTER PROS-12-PRS40-CV-MP2000-360 13-21' 40 3.64

HUNTER PROS-12-PRS40-CV-MP3000-90 22-30' 40 3.64

HUNTER PROS-12-PRS40-CV-MP3000-180 22-30' 40 0.86

HUNTER PROS-12-PRS40-CV-MP3000-360 22-30' 40 1.82

EMITTER SCHEDULE VALVE TAGS

PLANT SIZE NUMBER OF EMITTERS TOTAL GALLONS PER HOUR

1 GALLON 2 2.0

5 GALLON 2 2.0

BF

P

B

GPM

SIZE

STATION #

*Distance between emitters shall be determined in the field, per information provided in the planting plan

1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE WORK BEGINS

2. VERIFY AVAILABLE PRESSURE IS 95PSI AT POINT OF CONNECTION. SYSTEM DESIGNED TO 95 PSI. IF DIFFERENT, PUMP

MAY BE REQUIRED.

3. IRRIGATION PLANS ARE DIAGRAMMATIC - ACTUAL LOCATION OF IRRIGATION IMPROVEMENTS SHALL BE INSTALLED IN

PLANTED AREAS AND TRENCHES ARE TO BE SHARED, WHERE FEASIBLE

4. ALL PIPE INSTALLED UNDER PAVEMENT IS TO BE SLEEVED

5. CONTRACTOR TO PROVIDE RED CONTROL WIRE QUANTITIES EQUAL TO CONTROLLER STATION COUNT. PROVIDE ONE

WHITE COMMON WIRE AND THREE YELLOW SPARE WIRES.

6. ALL SEEDED AREAS TO BE NON IRRIGATED.

7. LANDSCAPE CONTRACTOR TO CONFIRM UTILITY PLACEMENT PRIOR TO INSTALLING IRRIGATION SYSTEM TO AVOID

CONFLICTS. MAINTAIN 12" CLEARANCE

IRRIGATION NOTES

1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE WORK BEGINS

2. VERIFY AVAILABLE PRESSURE IS 95PSI AT POINT OF CONNECTION. SYSTEM DESIGNED TO 95 PSI. IF DIFFERENT, PUMP

MAY BE REQUIRED.

3. IRRIGATION PLANS ARE DIAGRAMMATIC - ACTUAL LOCATION OF IRRIGATION IMPROVEMENTS SHALL BE INSTALLED IN

PLANTED AREAS AND TRENCHES ARE TO BE SHARED, WHERE FEASIBLE

4. ALL PIPE INSTALLED UNDER PAVEMENT IS TO BE SLEEVED

5. CONTRACTOR TO PROVIDE RED CONTROL WIRE QUANTITIES EQUAL TO CONTROLLER STATION COUNT. PROVIDE ONE

WHITE COMMON WIRE AND THREE YELLOW SPARE WIRES.

6. ALL SEEDED AREAS TO BE NON IRRIGATED.

7. LANDSCAPE CONTRACTOR TO CONFIRM UTILITY PLACEMENT PRIOR TO INSTALLING IRRIGATION SYSTEM TO AVOID

CONFLICTS. MAINTAIN 12" CLEARANCE

IRRIGATION NOTES

ETAF CALCULATIONS

REGULAR LANDSCAPE AREAS

TOTAL ETAF x AREA (B) 38,445

TOTAL AREA (A) 99,167

AVERAGE ETAF B-A .39

ALL LANDSCAPE AREAS

TOTAL ETAF x AREA (B+D) 38,445

TOTAL AREA (A+C) 99,167

AVERAGE ETAF (B+D)-(A+C) .39

HYDROZONE # PLANT FACTOR IRRIG METHOD IRRIG EFFICIENCY ETAF LANDSCAPE AREA ETAF x AREA EST TOTAL WATER USE MAXIMUM ALLOWABLE WATER USE

DESCRIPTION (PF) (IE) (PF/IE) (SF) (ETWU) (MAWA)

WATER EFFICIENT LANDSCAPE WORKSHEET

1 0.20 SPRAY 0.75 0.30 84,167 22,445 737,527 650,502

2 0.80 SPRAY 0.75 1.10 15,000 16,000 525,760 615,880

ETAF CALCULATIONS

REGULAR LANDSCAPE AREAS

TOTAL ETAF x AREA (B) 38,445

TOTAL AREA (A) 99,167

AVERAGE ETAF B-A .39

ALL LANDSCAPE AREAS

TOTAL ETAF x AREA (B+D) 38,445

TOTAL AREA (A+C) 99,167

AVERAGE ETAF (B+D)-(A+C) .39

HYDROZONE # PLANT FACTOR IRRIG METHOD IRRIG EFFICIENCY ETAF LANDSCAPE AREA ETAF x AREA EST TOTAL WATER USE MAXIMUM ALLOWABLE WATER USE

DESCRIPTION (PF) (IE) (PF/IE) (SF) (ETWU) (MAWA)

WATER EFFICIENT LANDSCAPE WORKSHEET

1 0.20 SPRAY 0.75 0.30 84,167 22,445 737,527 650,502

2 0.80 SPRAY 0.75 1.10 15,000 16,000 525,760 615,880

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

Drawing number

Drawn

Location

Project Title

Date Checked by

Drawing TitleCONSULTANTS: ARCHITECTS/ENGINEERS: Office of Construction and Facilities Management

FULLY SPRINKLERED

Station Number Project Number

640 640-423

Building Number

1 2 3 4 5 6

A

B

C

D

E

F

A

C

D

E

F

1 2 3 4 5 6 7 8 9

7 8 9

U.S. Department of Veterans Affairs

VA Livermore Realignment and Closure - Part A - CLC (San Joaquin County)

Stockton (French Camp) San Joaquin County, CA

NO REVISIONS DATE

09 FEB 2018SOLICITATION SET 25 OCT 2023

MECHANICAL/ELECTRICAL/

PLUMBING:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

STRUCTURAL:

Degenkolb Engineers 375 Beale Street, Suite San Francisco,CA 94105

CIVIL /

SURVEYOR:

Sandis 636 9th Street Oakland, CA 94607

ARCHITECTURE/

INTERIOR DESIGN/

SECURITY/SIGNAGE/

COMMUNICATIONS/

MEDICAL EQUIPMENT/

MASTER PLAN LANDSCAPE/

ENVIRONMENTAL

ASSESSMENT:

HDR Architecture, Inc.

201 California Street San Francisco, CA 94111

FIRE PROTECTION:

Jensen Hughes Inc.

2950 Buskirk Avenue, Ste.

Walnut Creek, CA 94597

GEOTECHNICAL:

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

COST ESTIMATING:

AECOM

300 California Street, Suite San Francisco, CA 94104

6 NTS

BACKFLOW PREVENTER

1 NTS

PEDESTAL CONTROLLER

REDUCED PRESSURE

BACKFLOW

PREVENTION DEVICE

WITH THERMAL

PROTECTION BLANKET

INSTALLED AROUND

DEVICE

COPPER 90° ELL

4" THICK CONCRETE BASE OR

PRE-FABRICATED COMPOSITE BASE

(PER MANUFACTURER'S

RECOMMENDATIONS)

CONCRETE

THRUST

BLOCK

FLOW

FINISH

GRADE

BRASS WYE STRAINER

WITH 100 MESH MONEL

SCREEN

BALL VALVE

STAINLESS STEEL GREEN,

LOCKABLE, FREEZE

PROTECTION BACKFLOW

PREVENTER ENCLOSURE

PER

LOCAL

CODE

COPPER

UNION, TYP

COPPER

NIPPLE, TYP

SCH 80 PVC MALE

ADAPTER

6" MIN

5 NTS

POP-UP SPRAY HEAD

3 NTS

DRIP VALVE

CONDUIT FOR 110 VAC

ELECTRICAL SOURCE; INSTALL

PER LOCAL ELECTRICAL CODES

3" PVC SCH 40 PVC CONDUIT,

FITTINGS AND SWEEP ELL FOR

STATION WIRES

FINISH GRADE

1" PVC SCH 40 CONDUIT,

FITTINGS AND SWEEP ELL

FOR POWER SUPPLY

POWER SUPPLY

WIRE

CONCRETE PAD; 6"

MIN THICKNESS

CONTROLLER WITH LOCKABLE

METAL CABINET AND

PEDESTAL ; INSTALLATION

PER MANUFACTURER'S

RECOMMENDATIONS

FINISH GRADE

ADJACENT

PAVING, SEE

PLAN

PVC TEE

(SxSxT) OR

ELBOW (SxT)

NOTES:

1. USE TEFLON TAPE ON ALL THREADED FITINGS - 1

" WRAPS MAX

2. IRRIGATION HEADS TO BE 6" FROM PAVING FOR TURF AREAS

LATERAL LINE (SEE PLANS)

PVC SCH 80 NIPPLE

IN FINAL POSITION;

RISER SHALL BE AT

A 45° ANGLE

PVC SCH 40 STREET ELL

PVC SCH 40 STREET ELL

PVC SCH 40 ELBOW

PVC SCH 80 NIPPLE, SIZE

AS REQUIRED

POP-UP BODY ASSEMBLY;

INSTALL

" ABOVE FINISH

GRADE AT TURF,

" ABOVE

FINISH GRADE AT SHRUBS &

GROUNDCOVER

SPRINKLER NOZZLE

S E

E

S

P E

C I F

I C

A T

I O

N S

F

B

U R

I A

L

D

E P

T H

NOTE:

FURNISH FITTINGS ADN PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK

COUPLING VALVE INLET SIZE

2x2" REDWOOD STAKE

WITH STAINLESS STEEL

GEAR CLAMPS OR

EQUIVALENT SUPPORT

SYSTEM

PVC SCH 40 ELL

PVC SCH 80 NIPPLE

(LENGTH AS

REQUIRED)

PVC SCH 40 STREET ELL

BRICK, TYP

PVC SCH 80 NIPPLE

(LENGTH AS

REQUIRED)

3" MIN DEPTH

WASHED GRAVEL

SET BOX 2"

ABOVE

FINISHED

GRADE; FLUSH

WITH MULCH

AND TURF

QUICK COUPLING

VALVE

VALVE BOX WITH COVER

PVC SCH 40 ELL

PVC SCH 40

TEE OR ELL

PVC MAINLAINE

" WIRE CLOTH

WRAP UP ALL

SIDES OF VALVE

BOX

CONCRETE OR ASPHALT

HARDSCAPE SEE PLANS FOR

CONDITION

12"

COMPACTED BASE ROCK

SAND BACKFILL, TYP,

SEE SPECIFICATIONS

SUBGRADE

4" MINIMUM PIPE SLEEVE

PVC PIPE

CONTROL WIRES

1/2" REBAR MARKER @

EACH END OF SLEEVE

2 NTS

QUICK COUPLER

4 NTS

PIPE SLEEVING

PVC SCH 40 ELL

PVC SCH 80 NIPPLE (TYP,

LENGTH AS REQUIRED)

M

I N

30" LENGTH WIRE, COILED

PVC SCH 40 TEE

OR ELL

BRICK (1 OF 4)

3" MIN DEPTH

3/4"WASHED GRAVEL

PVC MAINLINE

SET BOX 2"

ABOVE FINISHED

GRADE; FLUSH

WITH MULCH

AND TURF

WATERPROOF CONNECTION:

RAINBIRD SPLICE-1 (1 OF 2)

PVC SCH 80 NIPPLE, CLOSE

PVC SCH 80 UNION FOR

SERVICING ASSEMBLY

PVC SCH 40 MALE ADAPTER

PVC LATERAL

CONTROL ZONE KIT, INCLUDING

BALL VALVE, PESB VALVE,

BASKET FILTER AND PRESSURE

REGULATOR

ID TAG

VALVE BOX WITH COVER

" WIRE CLOTH,

WRAP UP ALL

SIDES OF

VALVE BOX

LANDSCAPE MATERIALS

TREES SPECIES COMMON NAME QUANTITY WATER USE SIZE/NOTES

CEDRUS DEODARA DEODAR CEDAR 0 LOW 12" DBH

CERCIS OCCIDENTALIS WESTERN REDBUD 29 MEDIUM 36" BOX

GINGKO BILOBA, FRUITLESS MAIDENHAIR TREE 2 MEDIUM 24" BOX

LAURUS NOBILIS BAY LAUREL 5 LOW 24" BOX

MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 0 LOW 36" BOX

OLEA EUROPAEA, FRUITLESS FRUITLESS OLIVE 9 LOW 24" BOX

PINUS PINEA STONE PINE 3 LOW 36" BOX

PODOCARPUS GRACILIOR FERN PINE 21 LOW 24" BOX

PYRUS CALLERYANA 'REDSPIRE' REDSPIRE CALLERY PEAR 37 MEDIUM 36" BOX

PYRUS CALLERYANA 'TRINITY' TRINITY CALLERY PEAR 50 MEDIUM 24" BOX

QUERCUS AGRIFOLIA COAST LIVE OAK 3 LOW 24" BOX

QUERCUS VIRGINIANA SOUTHERN LIVE OAK 3 LOW 24" BOX

ULMUS PARVIFOLIA CHINESE ELM 22 MEDIUM 24" BOX

WASHINGTONIA ROBUSTA MEXICAN FAN PALM 6 MEDIUM 12' BTH

SHRUBS SPECIES COMMON NAME QUANTITY WATER USE SIZE/NOTES

CEANOTHUS X BLUE SAPPHIRE BLUE SAPPHIRE 70 LOW 1 GAL

HYDRANGEA QUERCIFOLIA OAK LEAF HYDRANGEA 0 LOW 5 GAL

MAHONIA AQUIFOLIUM 'COMPACTA' OREGON GRAPE 50 LOW 1 GAL

MUHLENBERGIA RIGENS DEER GRASS 79 LOW 5 GAL

MYRICA CALIFORNICA PACIFIC WAX MYRTLE 29 LOW 5 GAL

OLEA 'LITTLE OLLIE' LITTLE OLLIE 34 LOW 5 GAL

RHAPHIOLEPIS UMBELLATA INDIAN HAWTHORNE 33 LOW I GAL

ROSA CALIFORNICA CALIFORNIA WILD ROSE 61 LOW 1 GAL

SALVIA APIANA WHITE SAGE 38 LOW 5 GAL

GRASSES & GROUNDCOVERS COMMON NAME QUANTITY WATER USE SIZE/NOTES

ARCTOSTAPHYLOS EDMUNDSII 'CARMEL SUR' LITTLE SUR MANZANITA 3,054 LOW 1 GAL/3' OC

COTONEASTER DAMMERI 'LOWFAST' BEARBERRY COTONEASTER 506 MEDIUM 1 GAL/3' OC

ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 153 LOW 1 GAL/3' OC

EUPHORBIA CHARACIAS MEDITERRANEAN SPURGE 656 LOW 1 GAL/2' OC

HEUCHERA MAXIMA ISLAND ALUM ROOT 0 MEDIUM 1 GAL/2' OC

PENNISETUM SPATHIOLATUM SLENDER VELDT GRASS 153 LOW 1 GAL/2' OC

ROSMARINUS OFFICINALIS 'PROSTRATUS' ROSEMARY 496 LOW 1 GAL/2' OC

SANTOLINA CHAMAECYPARISSUS LAVENDER COTTON 334 LOW 1 GAL/2' OC

STACHYS BYZANTINA LAMB'S EAR 539 LOW 1 GAL/1' OC

SEED MIXES & SOD

MIX 1 : BIOSWALE MIX 48 LB/AC

SCIENTIFIC NAME COMMON NAME LB/ACRE

AGROSTIS PALLENS THINGRASS 10

FESTUCA RUBRA MOLATE FESCUE 24

DESCHAMPSIA CAESPITOSA TUFTED HAIRGRASS 6

JUNCUS EFFUSES PACIFIC RUSH 2

JUNCUS BUFANIUS WATER RUSH 2

CAREX DIVULSA BERKELEY SEDGE 2

CAREX PRAEGRACILIS DEER BED SEDGE 2

MIX 2 : WILDFLOWER MIX 40 LB/AC

SCIENTIFIC NAME COMMON NAME LB/ACRE

ACHILLEA MILLEFOLIUM WHITE YARROW 1

CLARKIA AMOENA FAREWELL-TO-SPRING 3

COLLINSIA HETEROPHYLLA CHINESE HOUSES 2

ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 7

GILIA CAPITATA GLOBE GILIA 2

GILIA TRICOLOR BIRD'S EYES 1

LAYIA PLATYGLOSSA TIDYTIPS 1

LINUM LEWISII BLUE FLAX 2

LUPINUS MICROCARPUS D. GOLDEN LUPINE 3

LUPINUS SUCCULENTUS ARROYO LUPINE 4

MIMULUS AURANTIACUS P. M. RED MONKEYFLOWER 2

NEMOPHILIA MACULATA FIVE SPOT 2

NEMOPHILA MENZIESII BABY BLUE EYES 4

PHACELIA CAMPANULARIA CALIFORNIA BLUEBELL 2

SISYRINCHIUM BELLUM BLUE-EYED GRASS 4

MIX 3 : NATIVE ORNAMENTAL FESCUE MIX 48LBS/AC

SCIENTIFIC NAME COMMON NAME LB/ACRE

FESTUCA RUBRA MOLATE MOLATE RED FESCUE 30

FESTUCA OCCIDENTALIS WESTERN FESCUE 10

FESTUCA IDAHOENSIS IDAHO FESCUE 30

MIX 4 : HABITAT MIX W/FLOWERS 48LBS/AC

SCIENTIFIC NAME COMMON NAME LB/ACRE

BROMUS CARINATUS NATIVE CALIFORNIA BROME 10

ELYMUS GLAUCUS BLUE WILD RYE 8

HORDEUM CALIFORNICUM MEADOW BARLEY 8

FESTUCA IDAHOENSIS IDAHO FESCUE 5

NASSELLA PULCHRA PURPLE NEEDLEGRASS 5

POA SECUNDA BIG BLUEGRASS 4

CALIFORNIA NATIVE WILDFLOWER MIX 8

SOD

TIFWAY 419 OVERSEEDED HYBRID BERMUDA

1. FOR IRRIGATION PLANS, SEE LI SERIES

2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING AND PROPOSED SITE UTILITIES PRIOR TO

THE INSTALLATION OF PLANT MATERIAL, AND NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR) OR RESIDENT ENGINEER (RE) OF ANY CONFLICTS; SEE CIVIL

3. ALL PROPOSED TREES SHALL BE STAKED OUT IN THEIR APPROXIMATE LOCATION BY THE CONTRACTOR, AND LOCATIONS OF THE STAKES ADJUSTED TO ACCOUNT FOR SUBSURFACE UTILITIES AND OTHER

FIELD CONDITIONS; FINAL LOCATIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT (OR COR/RE)

PRIOR TO THE DIGGING OF TREE PITS AND THE DELIVERY OF MATERIALS FOR PLANTING

4. ESTIMATED QUANTITIES PROVIDED FOR CONVENIENCE ONLY; CONTRACTOR TO VERIFY AND PROVIDE

PLANT MATERIAL SUFFICIENT FOR PLANTING DESIGN AS SHOWN IN THE DRAWINGS

5. ALL GROUNDCOVER TO BE TRIANGULAR SPACED; SEE KEY FOR SPACING

6. CONTRACTOR SHALL REPLACE AND RESTORE AREAS NOT SCHEDULED FOR CONSTRUCTION TO THEIR

ORIGINAL CONDITION IF DISTURBED DURING CONSTRUCTION

7. IDENTIFY ALL PLANTING BEDS AND EDGE OF SEEDED AREAS IN FIELD WITH WHITE FIELD-MARKING

CHALK, STAKING, OR APPROVED EQUAL; PLANTING BEDS AND SEEDING LIMITS TO BE ADJUSTED AND

APPROVED PRIOR TO PLANTING OR SEEDING

8. CONTRACTOR SHALL PROVIDE WATERING DURING CONSTRUCTION AND MAINTENANCE/WARRANTY

PERIOD

9. PERFORM WORK IN ACCORDANCE WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS

10.PLANT MATERIAL SPECIFIED IN BOX SIZES MAY BE SUBSTITUTED WITH BALL-AND-BURLAP (B&B)

MATERIAL CONSISTENT WITH EQUIVALENT SIZES AS DETERMINED BY THE AMERICAN STANDARD FOR

NURSERY STOCK (ANSI Z60.1)

11. ALL PLANTERS WHERE TREES ARE PRESENT SHALL HAVE 24" DEEP ROOT BARRIER INSTALLED

ADJACENT TO ALL PAVED EDGES

12.PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEYOND THE FINAL DATE OF

ACCEPTANCE, SEE SPECS

13.SEED MIXES TO BE APPLIED VIA HYDROSEEDING; SEE SPECS

14.LANDSCAPE EDGING TO BE INSTALLED AT ALL INTERSECTIONS BETWEEN SEED AND PLANTER BEDS AND

PLANTER BEDS AND SOD.

LANDSCAPE GENERAL NOTES

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

Drawing number

Drawn

Location

Project Title

Date Checked by

Drawing TitleCONSULTANTS: ARCHITECTS/ENGINEERS: Office of Construction and Facilities Management

FULLY SPRINKLERED

Station Number Project Number

640 640-423

Building Number

1 2 3 4 5 6

A

B

C

D

E

F

A

C

D

E

F

1 2 3 4 5 6 7 8 9

7 8 9

U.S. Department of Veterans Affairs

VA Livermore Realignment and Closure - Part A - CLC (San Joaquin County)

Stockton (French Camp) San Joaquin County, CA

NO REVISIONS DATE

09 FEB 2018SOLICITATION SET 25 OCT 2023

MECHANICAL/ELECTRICAL/

PLUMBING:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

STRUCTURAL:

Degenkolb Engineers 375 Beale Street, Suite San Francisco,CA 94105

CIVIL /

SURVEYOR:

Sandis 636 9th Street Oakland, CA 94607

ARCHITECTURE/

INTERIOR DESIGN/

SECURITY/SIGNAGE/

COMMUNICATIONS/

MEDICAL EQUIPMENT/

MASTER PLAN LANDSCAPE/

ENVIRONMENTAL

ASSESSMENT:

HDR Architecture, Inc.

201 California Street San Francisco, CA 94111

FIRE PROTECTION:

Jensen Hughes Inc.

2950 Buskirk Avenue, Ste.

Walnut Creek, CA 94597

GEOTECHNICAL:

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

COST ESTIMATING:

AECOM

300 California Street, Suite San Francisco, CA 94104

19.7"

6.6"

9.8"

2.4" 0.9"

V A

R I E

S

P

E R

L O

A D

I N

G

R

E Q

PLAN

SECTION

COMPACTED SUBGRADE

COMPACTED SANDY GRAVEL ROAD

BASE; 95% MODIFIED PROCTOR

DENSITY OR PER GEOTECH

RINGS FILLED WITH CONCRETE

(CLEAN, SHARP) SAND

GROW MIX BELOW RINGS PER

MANUFACTURER

ENLARGED VIEW

NOTES:

1. SEE PLANTING PLANS FOR GRASS/PLANT TYPES

2. CONFIRM LOADING REQUIREMENTS AND BASE WITH CIVIL PLANS

3. SEE SPECS AND HARDSCAPE LEGEND

TOP OF GRASS ROOT MASS 1/4"

ABOVE TOP OF RING

SNAP ADJACENT UNITS TOGETHER

ROOT MASS TO FILL RINGS

ALUMINUM STAKES TO LOCK

INTO PRE-FORMED LOOPS ON

EDGING

FINISH

GRADE

COMPACT GRADES ADJACENT

TAPERED ALUMINUM STAKES

FACING INTERIOR OF BED AREA

ALUMINUM EDGING, MIN. 4"

DEPTH,

" MAX GAUGE, TOP

OF EDING TO BE NO MORE

THAN

" ABOVE ADJACENT

SURFACE

SECTION ISOMETRIC VIEW

2 NTS

LANDSCAPE EDGING3 NTS

TURF PAVERS8 NTS

GROUNDCOVER PLANTING

UPON DELIVERY, REMOVE

TIES AT FRONDS

6" HIGH & WIDE WATERING RING

REMOVE BURLAP AND ALL TIE

MATERIAL FROM THE TOP 1/3 OF

ROOTBALL, OR IF BOXED, REMOVE

STRAPS AND BOTTOM, PLACE, THEN

REMOVE BOX SIDES

TRUNK SHALL BE STRAIGHT,

WITHOUT CURVES, FREE OF SCARS

OR BURNMARKS

5 LAYERS OF BURLAP WITH

FIVE 2"x4"x16" WOODEN

BATTENS, CONNECTED WITH

TWO 3/4" STEEL BANDS

2"X4" WOOD BRACE (3 EA, MIN)

NAIL TO BATTENS & STAKES

AMENDED BACKFILL

MIN 3x WIDTH OF ROOTBALL

MAX 24" GREATER THAN ROOTBALL

THREE 2"x4"x36"

WOODEN STAKES

3" MULCH LAYER

EXISTING

UNDISTURBED SOIL

ROOTBALL

BASE OF LEAF BUD

BASE OF HEART/

NUT OF PALM

D E

P T

H

O

F

R O

O T

B A

L L

B

R O

W

U

K

H

I G

M

I N

M

I N

C L E

A

W

O

D

H

E I G

H T

TOP OF

CROWN TO

REMAIN

VISIBLE

ADJUST

HEIGHT OF

CROWN BUD

RELATIVE TO

SURROUNDING

PALMS

NOTE:

1. MULTI-TRUNKED TREES OR THOSE SUPPLIED WITH WELL-TAPERED, STRONG TRUNKS

WHICH WILL STAND ALONE, MAY BE INSTALLED WITH MINIMUM STAKING & TIES

2. FOR BALL-AND-BURLAPPED TREES: REMOVE ALL TWINE, ROPE, AND WIRE FROM

ROOTBALL, REMOVE BURLAP FROM TOP HALF OF ROOTBALL, PLACE TREE IN POSITION

3. FOR BOX TREES: KNOCK BOARDS FREE FROM BOTTOM OF BOX, PLACE TREE IN

POSITION, REMOVE METAL STRAPS; GENTLY KNOCK REMAINING BOX SIDES AWAY

FROM ROOTBALL

4. TREES WITH BOUND OR ENCIRCLING ROOTS WILL BE REJECTED

5. REMOVE ALL STRAPS, WIRE, AND SIMILAR DEBRIS FROM TREE WELL PRIOR TO

BACKFILLING

6. SEE ROOT BARRIER DETAIL

STAPLE TREE TIE WIRE TO POST TO

PREVENT TIE FROM SLIPPING

SEE SPECS FOR TIE-TYPE; SHALL BE

INSTALLED EQUAL ON BOTH POSTS AT

PROPER HEIGHT, DEFINED AS WHERE THE

TREE WILL RESUME UPRIGHT STANCE IF

PULLED TO ONE SIDE

A

E

D E

D

F

P

O

P E

R

H

E I G

SEE SPECS FOR STAKE TYPE; SET 30" INTO

GRADE OR UNDISTURBED SUBGRADE A

MINIMUM OF 12" BELOW ROOTBALL; PLACE

STAKES PERPENDICULAR TO PREVAILING WIND

NATIVE SOIL

PREPARED PLANTING MIX BACKFILL,

SEE SPECS

LIGHTLY TAMPED NATIVE SOIL SUPPORT

TO PREVENT SETTLING

CROWN OF ROOTBALL SET 1"-2" ABOVE

FINISH GRADE; DO NOT PENETRATE

ROOTBALL WITH STAKING; ROOT FLARE

SHALL BE ABOVE GRADE AND VISIBLE

3" HIGH WATERING BASIN

WITH MULCH; SEE SPECS

3x SIZE OF ROOTBALL IN COMPACTED SOILS

MIN 2x SIZE OF ROOTBALL OTHERWISE

TREES SUPPLIED WITH TOPS TOO LARGE

FOR TRUNKS TO SUPPORT SHALL BE

PRUNED AS DIRECTED BY OWNER'S

REPRESENTATIVE TO REDUCE CROWN

WEIGHT. DO NOT REMOVE LATERALS

ALONG TRUNK

5 NTS

SHRUB PLANTING

7 NTS

TREE PLANTING

2X WIDTH OF

ROOTBALL

SCARIFY BOTTOM & SIDES OF

HOLE PRIOR TO PLANTING

BACKFILL WITH PREPARED

TOPSOIL/AMENDED NATIVE

SOIL

NATIVE OR COMPACTED SOIL

FINISH

GRADE

MULCH,

SEE

SPECS

SET TOP OF POTTING

SOIL 1-2" ABOVE

FINISHED GRADE

NOTES:

1. FOR BALL-AND-BURLAPPED SHRUB: REMOVE BINDINGS, FOLD BURLAP DOWN

FROM TOP 1/3 OF ROOTBALL, SPREAD ROOTS EVENLY PRIOR TO PLACEMENT

2. FOR CONTAINER-GROWN SHRUB: REMOVE CONTAINER FROM ROOTBALL AND

GENTLY LOOSEN AND SPREAD ROOTS EVENLY PRIOR TO PLACEMENT

ROOTBALL; LOOSEN

GENTLY, CUT MATTED OR

ENCIRCLING ROOTS

6 NTS

PALM PLANTING

AREA OF DECOMPOSED GRANITE

MULCH AT ROOTBALL: WITHOUT

STABILIZER, PLACED BY HAND

WITH VERY LIGHT

HAND-COMPACTED

COMPACTED

SUBBASE

COMPACTED

AGGREGATE

DECOMPOSED GRANITE

PAVING; SEE SPECS AND

DETAIL

TREE ROOTBALL

DRIPLINE OF TREE AT

MODERATE MATURITY

WEED BARRIER

4 NTS

TREE PLANTING @ DG

1 NTS

ROOT BARRIER

ROOT BARRIER, SEE SPECS

SUBGRADE

SIDEWALK OR CURB,

SEE HARDSCAPE PLANS

TOP OF ROOT BARRIER

MUST BE AT LEAST 1"

ABOVE GRADE

SOIL BACKFILL

NOTES:

1. INSTALL PER MANUFACTURER SPECIFICATIONS

2. INSTALL AT EACH TREE LOCATION IMMEDIATELY

ADJACENT TO HARDSCAPE

3. IDENTIFY BARRIER LOCATIONS FOR APPROVAL PRIOR

TO INSTALLATION

NOTES:

1. ALL GROUNDCOVER SHALL BE PLANTED @ EQ TRIANGULAR SPACING OR OC SPACING AS SPECIFIED ON THE

PLANTING PLAN

2. LOCATE GROUNDCOVER ONE HALF OF SPECIFIED SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR OTHER

HARD SURFACE, UNLESS OTHERWISE SPECIFIED

PAVING OR LAWN EDGE, TYP

PLANT ONE HALF OF

SPECIFIED SPACING WHEN

ADJACENT TO EDGE

SD

ABBREVIATIONS SYMBOLS & MATERIALS GENERAL NOTES

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL MANUFACTURERS

ASSOCIATION

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION

AGC ASSOCIATED GENERAL CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWPA AMERICAN WOOD PRESERVERS' ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BU BUSHEL

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL

C CHANNEL CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR CONTRACT

DOCUMENTS

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY OR CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLOS CLOSET

CLR CLEAR

cm² SQUARE CENTIMETER cm³ CUBIC CENTIMETER

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CONTRACTING OFFICER, CARBON MONOXIDE,

CERTIFICATE OF OCCUPANCY, CLEANOUT, OR COMPANY

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER CONTOUR

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

E LABEL CLASS E DOOR

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC OR ELECTRICAL

ELEC DR OP ELECTRIC DOOR OPENER

ELEV ELEVATOR

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXT GR EXTERIOR GRADE

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FLAT HEAD OR FLAT HEAD SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCENT FIXTURE

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT, OR FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER OR FIBERGLASS

REINFORCED PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUTURE

FWC FABRIC WALLCOVERING

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTIC

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H HIGH

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HM HECTOMETER

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR HORSEPOWER

HQ HEADQUARTERS

HS HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR MOMENT OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER, OR INTERIOR

DESIGN

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE ASSEMBLY

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

J-BOX JUNCTION BOX

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE

LHR LEFT HAND REVERSE LATENT HEAT RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM

MED MEDIUM MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM MINUTE

MIN MINUTE MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MVE MOISTURE VAPOR EMISSIONS AND ALKALINTY CONTROL

SEALER

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL

MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OUTSIDE DIMENSION

OD OUTSIDE DIMENSION OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE RADIUS

ORD ORDNANCE OR OVERFLOW ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINSTRATION

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR PORTLAND CEMENT

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHAR PHARMACY

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PO POST OFFICE PURCHASE ORDER

PO PURCHASE ORDER POST OFFICE

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

RE RESIDENT ENGINEER

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION

REFR REFRIGERATION REFRACTORY

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE DETECTOR, OR SOAP

DISPENSER

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL SHEET METAL

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SJI STEEL JOIST INSTITUTE

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIF STIFFENER

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL TEMPERATURE CONTROL

PANEL; TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TLT TOILET

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FINTRANSPARENT WOOD FINISH

TRTD TREATED

TS TENSILE STRENGTH OR TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UCD UNDERCUT DOOR

UGND UNDERGROUND

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UNFIN UNFINISH

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET

V VOLT

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITION TILE VITRIFIED CLAY TILE

VEH VEHICLE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VIS TLT VISITOR TOILET

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER…