PICS.pdf

SHOULDER, SIDES, DITCHES,SLOPES (MAX. 3:1)

DATE TYPE PLANTING RATE

AUG 15 - NOV 1 TALL FESCUE 300#/ACRES(FESCUE)

NOV 1- MAR 1 TALL FESCUE & ABRUZZI RYE

300#/ACRES(FESCUE) AND

25#/ACRES ABRUZZI(RYE)

MAR 1 - APR 15 TALL FESCUE 300#/ ACRES

AUG 15 - JUNE 30 TALL FESCUE & ABRUZZI RYE

300#/ACRES (FESCUE) &

25#/ACRES (RYE)

JUL 1- AUG 15

TALL FESCUE& BROWNTOP MILLET OR

SORGHUM-SUDAN HYBRIDS

120#/ACRES

(FESCUE)-25#/ACRES

(BROWNTOP) -30#/ACRES

(SUDAN)

OLD WATER TANK BASE

OUTLINE OF CONCRETE SLAB

SITE LOCATION PLAN- TREE REMOVAL

1" = 40'

SITE LOCATION PLAN- NEW CONCRETE

1" = 20'

GENERAL NOTES:

A. REMOVE CURB, GUTTER, TREES AND STUMPS FROM AREAS INDICATED AND DISPOSE OFF STATION.

B. EXCAVATE AREA INDICATED BY HATCHING TO A DEPTH REQUIRED TO INSTALL THE CONCRETE SLAB AND FOOTINGS FOR

THE NEW PRE-ENGINEERED BUILDING AND THE NEW POROUS PAVEMENT AROUND THE ENTIRE AREA AS PER DETAILS.

CONCRETE SLAB TO BE LEVEL WITH B17B. DISPOSE ALL SOIL REMOVED FROM AREA OFF VA PROPERTY.

C. GRADE THE BOTTOM SECTION OF HATCHING FOR THE INSTALLATION OF NEW POROUS PAVEMENT. THE TOP OF THIS

PAVEMENT IS TO MATCH THE ELEVATION AND SLOPE OF ASPHALT DRIVEWAY OF B17B

D. GRADE THE SLOPES AROUND THE EDGES OF EXCAVATION TO A SLOPE OF OF MINIMAL GRADE.

E. INSTALL NEW CURB AND GUTTER AS INDICATED THE ON PLAN. SAWCUT EXISTING ASPHALT FOR A SMOOTH CUT FOR

SECTIONS OF ASPHALT TO BE REMOVED.

F. INSTALL NEW POROUS PAVEMENT AS PER DETAILS (SHEET 4 AND SPECS).

G. RESEED AREA AS PER NOTES BELOW.

SITE OF PROJECT LOCATION

N.T.S.

SITE OF PROJECT

SITE OF PROJECT EXCAVATION

1" = 20'

THE VEGETATION RATES ARE THOSE WHICH WILL DO WELL UNDER LOCAL CONDITIONS; OTHER

SEEDING RATES COMBINATIONS ARE POSSIBLE.

SOW SEED USING A SPREADER OR SEEDING MACHINE. DO NOT SEED WHEN WIND VELOCITY

EXCEEDS 5 MPH. DISTRIBUTE EVENLY OVER ENTIRE AREA BY SOWING EQUAL QUANTITY IN 2

DIRECTIONS AT RIGHT ANGLES.

SOW NOT LESS THAN THE QUANTITY OF SEED SPECIFIED OR SCHEDULED

RAKE SEED LIGHTLY INTO TOP 18" OF SOIL, ROLL LIGHTLY AND WATER WITH A FINE SPRAY.

PROTECT SEEDED SLOPES OF GREATER THAN 3:1 AGAINST EROSION WITH EROSION NETTING OR

OTHER METHODS ACCEPTABLE TO THE C.O.T.R.

PROTECT SEEDING AREA AGAINST EROSION BY SPREADING SPECIFIED LAWN MULCH AFTER

COMPLETION OF SEEDING OPERATIONS. SPREAD UNIFORMLY TO FORM A CONTINUOUS BLANKET

NOT LESS THAN 11

2" LOOSE MEASUREMENT OVER SEEDED AREAS.

ANCHORS MULCH BY SPRAYING WITH ASPHALT EMULSION AT THE RATE OF 10-13 GALLONS PER

1000 S.F. TAKE PRECAUTIONS TO PREVENT DAMAGE OR STAINING OF CONSTRUCTION OR OTHER

PLANTING ADJACENT TO MULCHED AREAS.

SEEDBED PREPARATION:

1. CHISEL COMPACTED AREA AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.

2. RIP THE ENTIRE AREA TO 6" DEEP.

3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE

REASONABLY SMOOTH AND UNIFORM.

4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSHATE UNIFORMLY AND MIX WITH

SOIL (SEE BELOW).

5. CONTINUOUS TILLAGE UNTIL A WELL PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS

PREPARED 4"-6" DEEP.

6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING

EQUIPMENT OR CULTIPACK AFTER SEEDING.

7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.

8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIR OR RE-SEEDING WITHIN THE

PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH

FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.

* APPLY: AGRICULTURAL LIMESTONE- 2 TONS/ ACRE

FERTILIZER- 1000 LBS / ACRE 10-10-10

SUPERPHOSHATE- 500 LBS / ACRES 20%

MULCH- 2 TONS / ACRE SMALL GRAIN STRAW

ANCHOR- ASPHALT EMULSION- 10 GAL / 1000 S.F.

LANDSCAPING AND RESEEDING SPECS

CONSTRUCT NEW METAL

BUILDING B17C

DEMOLITION OF SITE WORK

AND RENOVATION OF C & G

PLANS NOTES AND DETAILS

6-14-2012

659-12-250

GLM

SCOPE OF WORK

THE INTENT OF THIS PROJECT IS TO HAVE A PRE-ENGINEERED METAL BUILDING EQUAL TO THE EXISTING METAL BUILDING IN COLOR, CONSTRUCTION

AND SIZE CONSTRUCTED. THE NEW BUILDING WILL BE SUBDIVIDED INTO TWO SEPARATE AREAS BY A NEW METAL STUD AND G.W.B. WALL. THE

WALL WILL HAVE A 6' x 7' METAL FRAME AND METAL DOORS WITH COMPLETE WITH HARDWARE, INCLUDING MORTISE LOCKSET, HINGES WITH NON

REMOVABLE HINGES, FLUSH BOLTS AT TOP AND BOTTOM OF ONE DOOR. THE NEW METAL BUILDING SHALL HAVE ELECTRICAL OUTLETS, HIGH BAY

LIGHTS, EXHAUST FAN AT THE END OF THE NON AIR CONDITION AREA. THE SMALLER SIDE WILL HAVE AN HEAT PUMP INSTALLED AND THE WALLS

WILL BE SPRAYED WITH CLOSED CELL SPRAY FOAM INSULATION. THIS INCLUDES THE NEW METAL STUD DIVIDING WALL, CEILING AND ALL WALLS IN

THIS SECTION. THE PROJECT WILL ALSO CONSIST OF EXCAVATION FOR BUILDING AND THE INSTALLATION FOR CONCRETE WORK FOR CURB AND

GUTTER, INSTALLING A SPRINKLER SYSTEM FOR THE WHOLE BUILDING, AND STRIPPING FOR PARKING.

1R

1 4

.6

A

R3.0'

R2.50

A 3" = 1'-0"

CURB ISLAND DETAIL

67.00'

6" 1'-6"

2'-0"

10" RADIUS

N.T.S.

CURB SECTION

N.T.S.

MOUNTABLE CURB SECTION

.1

114.52

'-0

" R

32.52

.5

.0

.0

.0

R E V

C

H A N G

E D

D

IM

'S

-3

-1

WP

INSULATION VALUES PER ASHRAE STANDARD 90.1 2010

STATION CLIMATE ZONE

ROOF

INSULATION

WALL

INSULATION

FLOOR

INSULATION

DOOR MAX

(OVERALL "U")

WINDOWS

SALISBURY (659)

R20 ci; METAL

R13+ R13, ATTIC R38

R13, 7.5 ci;

METAL R19;

MASS 9.5 ci.

R30 SLAB R15

FOR 24"

0.07 0.06 0.25

MAX "U" MAX "SHGC"

METAL BUILDING LAYOUT

GENERAL NOTES:

1. PROVIDE AND INSTALL NEW PRE-ENGINEERED METAL BUILDING WITH METAL ROOF WITH A CONCRETE SLAB DESIGNED BY THE

PRE-ENGINEERED MANUFACTURE. INSTALL A NEW PARTITION WALL FROM FLOOR TO ROOF ABOVE . WALL IS TO BE CONSTRUCTED OF 58

G.W.B ON BOTH SIDES, METAL STUDS. WALL IS TO RECEIVE A NEW 6' WIDE x 7' METAL FRAME AND METAL DOOR COMPLETE WITH NEW

MORTISE LOCKSET WITH THUMBTURN THAT WILL ACCEPT A SCFI FIGURE 8 CORE, WITH FLUSHBOLTS. THE WHOLE BUILDING IS TO BE

SPRINKLERED. TIE NEW SPRINKLER SYSTEM INTO EXISTING SPRINKER LINE FROM BUILDING 17B. THE CONTRACTOR IS TO PROVIDE

CERTIFIED SPRINKLER DRAWING PRIOR TO INSTALLING NEW SPRINKLER SYSTEM. THE NEW BUILDING IS TO HAVE METAL GUTTERS AND

DOWNSPOUTS, INSTALL NEW 2'x4' HIGH BAY LIGHT FIXTURES IN ALL AREAS. NUMBER OF LIGHTS ARE TO EQUAL .75 WATTS PER S.F.

INSTALL ONE (1) EXHAUST FAN LARGE ENOUGHT TO HAVE SEVEN (7) COMPLETE AIR CHANGE PER HOUR. TIE FAN INTO A THERMOSTAT TO

ACTIVATE THE FAN. INSTALL NEW MITISUBSHI HEAT PUMP MODEL MUZ-D30NA (OUTDOOR UNIT) AND MSZ-D30NA (INDOOR UNIT) OR

EQUAL TYPE SYSTEM. NEW HEAT PUMP SYSTEM TO HAVE THERMOSTAT MOUNTED ON WALL INSIDE DOUBLE DOOR. PAINT NEW METAL

STUD AND G.W.B WALL , METAL DOORS AND FRAME. THE BUILDING IS TO BE INSULATION AS PER REQUIREMENTS BELOW ON THIS SHEET.

2. THE NEW BUILDING IS TO HAVE FOUR (4) 14' HIGH x 13' WIDE INSULATED ROLL UP DOORS COMPLETE WITH HEAVY DUTY MOTOR WITH KEY

ACCESS TO UNLOCK AND ACTIVATE THE ROLL UP DOOR.

3. INSTALL NEW 200 AMP ELECTRICAL PANEL, 208 3 PHASE. COMPLETE WITH 10, 20 AMP BREAKERS, 22,000 AIC BOLT IN BREAKERS.

THIS PANEL TO TIE INTO EXISTING PANEL "B" ON THE 1ST FLOOR OF BUILDING 16. RUN NEW 4" Ø RACEWAY AS REQUIRED BY VA SPECS

AND N.E.C. PULL NEW 300 MCM WIRE FROM PANEL "B" TO PANEL IN NEW BUILDING.

4. INSTALL NEW ELECTRICAL OUTLETS AND DATA LINES IN OFFICE AREA. CONTRACTOR TO HAVE ALL CAT 6 CABLE PULLED THROUGH

RACEWAY

5. INSTALL NEW 2' x 4' HIGH BAY T-5 LIGHT FIXTURES WITH LENS COVERS. INSTALL AT 15'-0" A.F.F.

6. INSTALL NEW 3000# CONCRETE PAD FOR THE NEW A/C UNIT FOR OFFICE AREA. INSTALL NEW DISCONNECT AND WEATHERPROOF DUPLEX

OUT AND COVER. INSTALL TWO (2) METAL BOLLARD AS PER DETAIL THIS SHEET.

7. INSTALL 8" DEEP NC DOT ABC STONE AND COMPACT AS SPECIFICATION 32 12 43 REQUIRE AND INSTALL NEW POROUS PAVEMENT AS

REQUIRED IN AREA INDICATED

8. INSTALL ONE (1) NEW UNIT HEATER WITH FANS. SIZE UNITS SO THAT THE AREA OF THE NEW MAIN AREA OF THE BUILDING WILL MAINTAIN A

50° TEMPERATURE WITHOUT DAMAGE TO THE UNIT. TIE NEW FAN INTO NEW THERMOSTAT.

9. INSTALL TWO (2) STEEL BOLLARDS AT EACH ROLL UP DOOR AS PER DETAIL THIS SHEET. INSTALL AT 18" AWAY FROM BUILDING.

10. INSTALL LED EXIT LIGHTS OVER BOTH PASSAGE DOORS

11. INSTALL NEW FLORESCENT LIGHT FIXTURES ON OUTSIDE OF EACH PASSAGE DOOR. LIGHT FIXTURE TO HAVE PHOTO CELL FOR TURNING

ON AND OFF.

GLM

NEW 5" METAL DOWNSPOUT

INSTALL SPLASH BLOCK UNDER

DOWNSPOUT.

NEW 5" METAL GUTTER ENTIRE

LENGTH OF FRONT AND REAR OF

BUILDING

NEW 5" METAL DOWNSPOUT

TYPICAL BOTH ENDS AND BOTH

SIDES OF BUILDING. INSTALL

SPLASH BLOCK UNDER EACH

DOWNSPOUT

NEW 5" METAL GUTTER

TYPICAL EACH SIDE.

METAL BOLLARDS PER

DETAIL . TYP AT ALL ROLL UP

DOORS

GLM

CONSTRUCT NEW METAL

BUILDING B17C

SITE PLAN, BUILDING

LAYOUT AND NOTES

6-14-2012

659-12-250

2R 2 4

17'-8"47'-4"

14'-0" TYP.

BOTH SIDE

20'-0" TYP.

BOTH SIDES 10'-9" 20'-3"

65'-0"

3'-0"

18" TYP2

T Y P

HEAT PUMP PAD

N.T.S.

BOLLARD POST LOCATION

N.T.S.

BOLLARD POST DETAIL

N.T.S.

NEW EXIT LIGHT

NEW EXIT LIGHT

NEW DISCONNECT

AND WP DUPLEX

OUTLET

13'-0"

TYPICAL

T Y P

IC

A L

25'-0"

NEW WALL MOUNT

LED LIGHT FIXTURE NEW WALL MOUNTED LED LIGHT FIXTURE

R E V

C

H G

'S N

O T E

O N S

H T

F R O

M

A S P H A

LT

-1

T O

P O

R O

U S P

A V E M

E N T A

N D

S

IT

E P

LA

N T

IT

LE

32.19

.4

.0

.5

114.19

.1

SITE PLAN FOR CONCRETE AND POROUS PAVEMENT

1"= 30'

GENERAL NOTES FOR SHEET 3:

A. FORM AND POUR NEW 3000# CONCRETE OR AS REQUIRE BY PRE-ENGINEERED BUILDING MANUFACTURE. INSTALL ALL

REQUIRED REBAR, BOLTS ETC... AS REQUIRED BY MANUFACTURE.

B. FORM AND POUR NEW 3000# CONCRETE FOR NEW 5' WIDE x THE LENGTH OF THE BUILDING IN FRONT AND BACK OF

NEW METAL BUILDING. THIS SECTION TO SLOPE 1/8" PER FOOT AWAY FROM BUILDING. THE SECTIONS ARE TO GET A

LIGHT BROOM FINISH.

C. INSTALL A 3000# CONCRETE 5'-0" X 5'-0" X 4" THICK AT DOOR ON THE NORTH SIDE OF THE BUILDING. CENTER PAD TO

THE CENTER OF THE DOOR,

D. INSTALL A NEW 3'-0" X 3'-0" X 4" THICK 3000# CONCRETE PAD FOR THE NEW AIR CONDITIONING UNIT ON THE SOUTH

SIDE OF THE BUILDING.

E. NEW POWER AND SPRINKLER LINES ARE TO COME THROUGH NEW CONCRETE FLOOR. THESE NEED TO BE INSTALLED

PRIOR TO INSTALLING CONCRETE.

F. INSTALL NEW 4" Ø RACEWAY FOR NEW 200 AMP POWER PANEL. RUN NEW RACEWAY FROM NEW BUILDING 17C TO

BUILDING 16 PANEL "B LOCATED ON 1ST FLOOR IN MIDDLE OF BUILDING . RUN RACEWAY UP OUTSIDE WALL AND

THROUGH WALL AND AT FLOOR HEIGHT ALONG INSIDE WALL BEHIND LADDER TO ROOF AND UP AND OVER TO PANEL "B"

IN THE MIDDLE OF B16 1ST FLOOR. PANEL "B" IS AN 225 AMP PANEL, SO REMOVE REQUIRED BREAKER NEEDED TO

INSTALL A NEW 200 AMP 3 PHASE 22,000 AIC BREAKER. TURN OVER REMOVED BREAKER TO VA. INSTALL NEW CABLE

SIZED FOR THE DISTANCE BETWEEN THE TWO BUILDING.

G. INSTALL NEW 4" Ø RACEWAY FROM NEW BUILDING TO EXISTING BUILDING 18 BOILER PLANT AND INTO EXISTING ROOM

BH-10 INSIDE THE BUILDING FOR NEW DATA AND TELEPHONE LINES AND INSTALL NEW PULL STRINGS, CONTACT

TARHEEL COMMUNICATIONS FOR PRICING ON THE INSTALLATION OF TELEPHONE AND DATA.

H. PROVIDE AND INSTALL NEW SPRINKLER SYSTEM. SPRINKLER SYSTEM TO BE DESIGNED BY A CERTIFIED SPRINKLER

DESIGNER OR ENGINEER WHO IS CERTIFIED IN FIRE SYTEMS DESIGN. TIE NEW SYSTEM INTO EXISTING SPRINKLER

SYSTEM FROM B17B EXISTING SYSTEM.

BUILDING 16 1st FLOOR 1 1/2" = 1'-0"

BUILDING 16 EAST ELEVATION

1 1/2" = 1'-0"

NEW PRE-ENGINEERED BUILDING CONCRETE SLAB

N.T.S.

GLM

CONSTRUCT NEW METAL

BUILDING B17C

SITE PLAN FOR ELECTRICAL,

CONCRETE PLAN

6-14-2012

659-12-250

3R 3 4

67'-0"

EXISTING PANEL "B"

EXISTING ELECTRICAL

RACEWAY FROM B17B

NEW 4"Ø RACEWAY FROM

NEW B17C PANEL

SEAL PENATRATION

THROUGH WALL

DEPTH AS REQUIRED

THE N.E.C.

NEW ELECTRICAL RACEWAY

FROM NEW PANEL TO PANEL

"B" IN BUILDING 16 1st FLOOR

R E V

A D

D E D

S P R

IN

K L E R N

O T E A

N D

S P R

IN

K

LE

R L

IN

E A

N D

S

IT

E P

L A N T

IT

LE

-1

SITE PLAN FOR ELECTRICAL, TELEPHONE AND SPRINKLER

1"= 30'

GLM

CONSTRUCT NEW METAL

BUILDING B17C

SITE PLAN FOR ELECTRICAL,

CONCRETE PLAN

6-14-2012

659-12-250

4 4

4 N.T.S

SECTION AT ASPHALT & POROUS PAVEMENT

3 N.T.S

SECTION NATURAL GRADE & POROUS PAVEMENT

POROUS PAVEMENT DETAILS A

N.T.S.

POROUS PAVEMENT DETAILS B

N.T.S.

Emer Storage

462 SF

Warehouse

2535 SF

Emer Storage

462 SF

Warehouse

2535 SF

DEPT. OF VETERANS AFFAIRS

MEDICAL CENTER

SALISBURY N.C.

BUILDING 17A

REVISED BY GLM 07−9−08