Combined_Drawings_R1.pdf

C2

Demolition Plan

November 27, 20171

Found

#5 Rebar

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Gantt Huberman Architects, Charlotte, NC 28202

Charlotte, NC 28204

500 North Tryon Street

704.334.6436 Tel.

704.342.9639 Fax

4 Date

3 Date

2 Date

1 Date

Revisions

Date

Checked

Drawn Jeffrey I. Smith, PE

Sheet

Title

Project Number

Plate

Bulla Smith Design Engineering

1347 Harding Place - Suite 201

0020 20 40 60 electronic drawings and documentation may not be reproduced in any form without written permission

Civil Engineer:

of

North Carolina Air National Guard

NCANG Project No. FJRP052071 from Gantt Huberman Architects, PLLC.

704.333.3122 Tel

PLLC

Charlotte, NC

GRAPHIC SCALE (1" = 20'-0")

Copyright 2005. All rights reserved. Printed or

536V

Construct Connecting Road Building 7

September 30, 2005

T

T

T

T

T

T

T W

W

W

W

W

W

15" STORM

S

T O

R M

27" STORM

S

T O

R M

S

T O

R M

INV. EL. = 698.5 (+/-)

EX. CURB INLET

INV. EL. = 698.0 (+/-)

EX. CURB INLET

UNKNOWN.

BOX. INVERT

JUNCTION

BURIED

INV. EL. = 692.3 (+/-)

EX. CURB INLET

S

T O

R M

24" STORM24" STORM

UNKNOWN.

BOX. INVERT

JUNCTION

BURIED

INV. EL. = 690.7 (+/-)

EX. CURB INLET

BUILDING 7

BUILDING 1

M O

R R

IS

F

IE

L D

R

IV

E

OLD AIRPORT DRIVE

X X X X X X X X X X X X X X X X X X

X

X X X X X X X X X X X X X X X X X X X

BASE COURSE.

ASPHALT AND

REMOVE EXISTING

CURB AND GUTTER.

REMOVE EXISTING

CURB AND GUTTER.

REMOVE EXISTING

CHAIN-LINK FENCE.

REMOVE EXISTING

FOR REVISED LOCATION.

TO GRADING PLAN

CATCH BASIN. REFER

REMOVE EXISTING

FOR REVISED LOCATION.

TO GRADING PLAN

CATCH BASIN. REFER

REMOVE EXISTING

SHRUBS.

REMOVE EXISTING

CHAIN-LINK FENCE.

900 LF OF EXISTING

REMOVE APPROXIMATELY

WIRE.

RELOCATION OF EXISTING GUY

WITH DUKE POWER FOR THE

CONTRACTOR TO COORDINATE

BUSHES.

REMOVE EXISTING

WOODEN POLE.

REMOVE EXISTING

EDGE.

STRAIGHT

SAWCUT

COURSE.

ASPHALT AND BASE

REMOVE EXISTING

PARKING STRIPING.

REMOVE EXISTING

PERIMETER FENCE.

FOR AND AND ALL WORK INVOLVING THE

AT ALL TIMES. COORDINATE WITH GOVERNMENT

AIRPORT. SECURITY MUS BE MAINTAINED

AND CHARLOTTE DOUGLAS INTERNATIONAL

BARRIER FOR NC AIR NATIONAL GUARD

NOTE: FENCE IS PERIMETER SECURITY

C3

Layout Plan

November 27, 20171

Found

#5 Rebar

W

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M H

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Gantt Huberman Architects, Charlotte, NC 28202

Charlotte, NC 28204

500 North Tryon Street

704.334.6436 Tel.

704.342.9639 Fax

4 Date

3 Date

2 Date

1 Date

Revisions

Date

Checked

Drawn Jeffrey I. Smith, PE

Sheet

Title

Project Number

Plate

Bulla Smith Design Engineering

1347 Harding Place - Suite 201

0020 20 40 60 electronic drawings and documentation may not be reproduced in any form without written permission

Civil Engineer:

of

North Carolina Air National Guard

NCANG Project No. FJRP052071 from Gantt Huberman Architects, PLLC.

704.333.3122 Tel

PLLC

Charlotte, NC

GRAPHIC SCALE (1" = 20'-0")

Copyright 2005. All rights reserved. Printed or

536V

Construct Connecting Road Building 7

September 30, 2005

C

S 6°07'50.9" W 32.39'

179.88'

S 0°25'34.9" W

S

'3

.3

W

.0

0+00

1+00 2+00

+0

T = 5.58'

L = 11.15'

R = 112.00'

D = 5°42'16.0" LT

T = 100.77'

L = 164.11'

R = 112.00'

D = 83°57'20.6" RT

T = 77.60'

L = 153.77'

R = 464.00'

D = 18°59'18.1" LT

TO DETAIL C4/C5

ASPHALT PAVEMENT. REFER

NEW BITUMINOUS CONCRETE

TO DETAIL C4/C5

ASPHALT PAVEMENT. REFER

NEW BITUMINOUS CONCRETE

30'- 0"

18'- 0"

12'- 0"

@ FACE OF CURB

R 15'-0"

C

G

C

G

2'-0

C/G

:1

S H

L D

R

:1

S H

L D

R

REFER TO DETAIL C3/C5.

CURB AND GUTTER

NEW 2' CONCRETE

INTO EXISTING

TIE NEW CURB AND GUTTER

E X

IS

T

IN

G

P

A V E

M E N T

S A

W C

U T

A N

M

T C

H

E X

IS

T

IN

G

P

V E

M E

N T

S A

W C

U T

N

T C

H

NEW CENTERLINE

N 3° 44' 2 2.1" W

294.48'

S

' 4 .5

W

.5

N 10 °32'

49.1 " W

278.

56'

REFER TO DETAIL C3/C5

CURB AND GUTTER

NEW 2' CONCRETE

SEE DETAIL A3/C5

AT CURB INLET

FLARE CURB AND GUTTER

SEE DETAIL A3/C5

AT CURB INLET

FLARE CURB AND GUTTER

SEE DETAIL A3/C5

AT CURB INLET

FLARE CURB AND GUTTER

E 1416425.694

N 537146.358 E 1416406.488

N 537440.211

E 1416374.706

N 537420.210

MARKINGS.

CENTER LINE PAVEMENT

PROVIDE DOUBLE YELLOW

S T

O P

20'-0"

SECURITY.

ONE DAY UNDER THE SUPERVISION OF GOVERNMENT

ALL TIMES. THE FABRIC TRANSFER MUST OCCUR DURING

NOTE: A SECURE PERIMETER MUST BE MAINTAINED AT

MORRIS FIELD DRIVE. SEE DETAIL C1/C5.

BE BLACK. SET NEW POLES 3 FT. BEHIND BACK OF CURB OF

(POLES, MESH, BARBED WIRE, BRACKETS, TIES, ETC...) ARE TO

3 STRANDS OF BARBED WIRE. ALL FENCE COMPONENTS

BLACK CHAIN LINK FENCE 7 FEET HIGH, 9GA STEEL TIES WITH

REPLACE APPROXIMATELY 900 LF OF FENCE WITH 9GA STEEL

PAVEMENT. SEE DETAIL C4/C5.

NEW BITUMINOUS CONCRETE

SPACE STRIPING.(WHITE)

NEW 4" WIDE PARKING

STRIPE (WHITE).

4" WIDE EDGE

P

A C

E

E

A

T

T

T

T

T

T

T W

W

W

W

W

W

S

T O

R M

27" STORM

S

T O

R M

S

T O

R M

INV. EL. = 698.5 (+/-)

EX. CURB INLET

UNKNOWN.

BOX. INVERT

JUNCTION

BURIED

INV. EL. = 692.3 (+/-)

EX. CURB INLET

S

T O

R M

24" STORM24" STORM

UNKNOWN.

BOX. INVERT

JUNCTION

BURIED

INV. EL. = 690.7 (+/-)

EX. CURB INLET

BUILDING 7

BUILDING 1

M O

R R

IS

F

IE

L

R

IV

E

OLD AIRPORT DRIVE

C5

Site Details

No ScaleTemporary Sediment Fence

FILTER FABRIC14"

8"

V-TRENCH

FILTER FABRIC

8"

4"

COMPACTED FILL

CONSTRUCTION:

1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA

STRENGTH SYNTHETIC FILTER FABRICS.

2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 18

INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND

VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)

3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE

LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,

OVERLAP TO THE NEXT POST.

4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED

STAPLES AT LEAST 1 INCH LONG, OR TIE WIRES. EXTEND THE WIRE MESH

SUPPORT TO THE BOTTOM OF THE TRENCH.

5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM

GROUND TO A MINIMUM OF 18 INCHES.

REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER FABRIC

7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES LONG

(FIGURE 6.62a).

8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED OVER

THE FILTER FABRIC.

9. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.

MAINTENANCE:

RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.

SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR

BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60

DAYS.

VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE

CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.

REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND

BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING

DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.

TEMPORARY GRAVEL CHECK DAM

GRAVEL

THICK LAYER OF

BACKFILL MIN 8"

AND WIRE INTO TRENCH

EXTENSION OF FABRIC

2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE

1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH

BE ALLOWED.

EMBEDDED 18" DEEP WILL

NOTE: ONLY STEEL POST,

BE ALLOWED.

EMBEDDED 18" DEEP WILL

NOTE: ONLY STEEL POST,

SECURELY FASTEN THE FILTER CLOTH ONLY AT A STEEL SUPPORT POST WITH

SECURELY TO THE UPSLOPE SIDE OF THE STEEL POSTS USING HEAVY DUTY WIRE

OF 8 FT APART. STEEL SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE

6. EXTRA STRENGTH FILTER FABRIC WITH 6-FT STEEL POST SPACING DOES NOT

DIRECTLY TO STEEL POSTS.

DEEP ALONG THE PROPOSED LINE OF STEEL POSTS AND UPSLOPE FROM THE BARRIER

NO SCALE

BASE COURSE. TYPE "A" OR "B"

CRUSHED STONE AGGREGATE

BITUMINOUS CONC. PAVING

EXTEND BASE

COURSE 9".

No ScaleCurb and Gutter Detail

½

2'-0"

6"

3"R 3"R

2'-0"

6"

3"R 3"R

NOTES:

1. CURB AND GUTTER IS TO BE CONSTRUCTED IN 10' (NOM.) LENGTHS.

2. ½" THICK EXPANSION JOINTS ARE TO BE PROVIDED AT 40.0' MAX. SPACING.

GUTTER UNLESS OTHERWISE NOTED ON GRADING PLAN.

3. PROVIDE 10' LONG TRANSITIONS BETWEEN STANDARD GUTTER AND PITCHED

PITCHED GUTTER

STANDARD GUTTER

12" 6'-0"

GRADES OF 2% OR GREATER

ELEV OF CURB FOR STREET

AA

B

B

SECTIONAL PLAN

M A

X

FILLER

½" JOINT

LINE

GUTTER

DEPRESSED

MIN

8"

MIN

8"

MIN

8"

M

IN

MIN

8"3'-0"

5" 12"

H E

IG

H T

SECTION B-B

SECTION A-A

GENERAL NOTES:

ALL MORTAR JOINTS ARE TO BE ½" +/- ?".

5'-0"

TYP

5'-0"

TYP

FILL

CONCRETE

FILLER

½" JOINT

GUTTER LINE

DEPRESSED

ON UNDISTURBED SOIL

PLACE BOTTOM SLAB

MIN

6"

ALL CURB INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS AT 1'-2" ON CENTERS.

FORMS ARE TO BE USED FOR THE CONSTRUCTION OF BOTTOM SLAB.

JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONC. BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. FOR 8'-0" IN HEIGHT

FOR 8'-0" IN HEIGHT OR LESS USE AN 8" WALL. OVER 8'-0" IN HEIGHT USE 12" WALL BEGINNING 6'-0" FROM TOP OF WALL.

STANDARD MASONRY CURB INLET ½" = 1'-0"

SLAB

CONCRETE BASE

6" THICK MIN.

EVERY FIFTH COURSE

PROVIDE HEADERS

C.I. FRAME, GRATE, AND HOOD--DEWEY BROS. FIG. NO. CH - BN - 2001 OR EQUAL. GRATE TYPE SHALL BE AS INDICATED ON PLANS.

NO SCALE

PRECAST WALLS SHALL NOT BE LESS THAN 6" AND SHALL BE APPROVED FOR H-20 LOADING.

AT CONTRACTORS OPTION, PRECAST STRUCTURES MAY BE UTILIZED IN LIEU OF THE CAST-IN-PLACE STRUCTURES INDICATED. THICKNESS OF

SECTIONAL PLAN

SECTION B-B

2'-8"

B

B

A A

IN MORTAR

BED FRAME

ELEV.

INVERT

6" MIN.

ELEV.

GRATE

CONC. BASE SLAB

6" THICK MIN.

SOLID CONCRETE BRICKS

HARD BURNED CLAY OR

?" FALL

12"

1'-4"

COURSE

EVERY FIFTH

PROVIDE HEADERS

USE 12" WALL.

FINISHED GRADE,

BELOW 8'-11" FROM

SOLID CONCRETE BRICKS

HARD BURNED CLAY OR

TOP PLAN

SECTION A-A

ABC STONE

6" TH. COMPACTED

CATCH BASINA1 A2 A3

C3 C4

10' MAX. C - C 10' MAX. C - C 10' MAX. C - C

3" MIN.

TERMINAL POST-

2" MIN

LINE POST

POST CAP

BARBS

W/TURNBUCKLE

?" DIA TRUSS ROD

1?" TOP RAIL

BAR

?" x¾" STRETCHER

@ 24" O.C.

NO. 9 TIE WIRES

WIRE MESH

2" GALV.

TENSION WIRE

NO. 9 GA.

BARBS

RINGS @ 24" O. C.

NO. 9 GA. HOG

12" MINFOOTING

CONC.

2"

½"

GATE POST

2" MIN. O. D.

GATE

PIPE

GALV

AGGREGATE

(12" MIN)

4 x O.D. OF POST

NOT LESS THAN

12"

20"

BARBED WIRE

THREE STRANDS

POST (12" MIN)

4 x O.D. OF

NOT LESS THAN

No ScaleChain Link Fence

(TYPICAL)

BOTTOM RAIL

1 5/8 " MIN OD

C1

OUTRIGGERS AND BARBED WIRE.

USE EXISTING FABRIC, TOP AND BOTTOM RAILS,

NOTE: CONTRACTOR TO INSTALL NEW POSTS AND

TACK COAT

BITUMINOUS SURFACE COURSE - TYPE S-9.5A

COURSE TYPE B-25.0 B

BITUMINOUS BINDER

RESURFACING MILLED AREAS

" EXISTING BINDER

COURSE

EXISTING BASE

BITUMINOUS SURFACE COURSE - TYPE S-9.5A

November 27, 20171

Gantt Huberman Architects, Charlotte, NC 28202

Charlotte, NC 28204

500 North Tryon Street

704.334.6436 Tel.

704.342.9639 Fax

4 Date

3 Date

2 Date

1 Date

Revisions

Date

Checked

Drawn Jeffrey I. Smith, PE

Sheet

Title

Project Number

Plate

Bulla Smith Design Engineering

1347 Harding Place - Suite 201 electronic drawings and documentation may not be reproduced in any form without written permission

Civil Engineer:

of

North Carolina Air National Guard

NCANG Project No. FJRP052071 from Gantt Huberman Architects, PLLC.

704.333.3122 Tel

PLLC

Charlotte, NC

Copyright 2005. All rights reserved. Printed or

536V

Construct Connecting Road Building 7

September 30, 2005

C6