ATT4-B1630_Comm_Line_Relocate_Drawings.pdf

PROJECT LOCATION

PROJECT LOCATION

PROJECT LOCATION

301ST FIGHTER WING

NAVAL AIR STATION, FORT WORTH JOINT

RESERVE BASE, TX

CONTRACT NUMBER: FA6643-10-D-0002

TASK ORDER: 5D08

COMMUNICATION LINE RELOCATION OF 301ST

LIFE SUPPORT BUILDING 1630, DDPM 120002C

OCTOBER 9, 2015

FINAL SUBMITTAL

ELECTRICAL

ED101 COMMUNICATIONS DEMOLITION SITE PLAN

ES101 COMMUNICATIONS NEW WORK SITE PLAN

E-501 ELECTRICAL DETAILS

GRAND TOTAL: 9

# OF

TOTAL SHEET NO. SHEET TITLE

GENERAL

1 G-001 COVER SHEET

CIVIL

2 VF101 EXISTING TOPOGRAPHIC SURVEY

3 CD101 CIVIL DEMOLITION PLAN

4 CS101 CIVIL SITE PLAN

5 CG101 SEDIMENT AND EROSION CONTROL PLAN

6 C-501 CIVIL DETAILS

INDEX OF DRAWINGS

SCALE: NOT TO SCALE

STATE MAP

SCALE: NOT TO SCALE

BASE MAP

SCALE: NOT TO SCALE

LOCATION MAP

E M

J R

C

B W

M

G-001

B W

M

C O

V E

R

S

H E

E T

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N

B

Y

D E

S I G

N

B

Y

S B

M T

B

Y

S I Z

E

F I L E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

C

O

S O

L I C

I T

A T

I O

N

N

O

C K

D

B

Y x

D

C

B

A

F I

U M

B E

R

P L O

T

S

C A

L E

P L O

T

D

A T

E

SHEET OF

I r o n

H o r s e

D i v e

L a d s o n

S o u t h a r o l i n a

C E

S

P o j e c t

N o

P P r o j e c t

M a n a g e r

B r a d

M i n o r

A s i n d i c a t e d

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

N A

V A

L

A

R

A

T I O

N

J O

I N

T

R

E S

E R

V

S

E

F O

W

R

T H

T

X

D

F A

D

10-8-2015

NORTH

N

O

R

H

CONC.

O

N

C

CONC.

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

B

O

C

F

O

C

G

T

S

W

S

W

S

W

S W

S

W

METL VAULT IN

CONCRETE PAD

PORTABLE

CONTAINERS

CONC.

PHYSICAL

FITNESS

EQUIPMENT

S

W

SW.

T Y

P I C

A L

P

A R

K I N

G

S

T R

I P

E

P A

R K

I N

G

S T

O P

P A

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I N

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S T

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P A

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I N

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S T

O P

P A

R K

I N

G

S T

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P A

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I N

G

S T

O P

P A

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I N

G

S T

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P A

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I N

G

S T

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P A

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I N

G

S T

O P

P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

1/2" IRON ROD SET

WITH A BLUE CAP

1/2" IRON ROD SET

WITH A BLUE CAP

P A

R K

I N

G

P A

R K

I N

G

P

A

R

K

I

N

G

S

T

O

P

S W

S

W

S W

TYPICAL

PARKING

STRIPE

TYPICAL PARKING

STRIPE

CONC.

CONC.

C

O

N

C

C

O

N

C

W

A

L

L

C

O

N

C

A

P

P

A

R

E

I

L

I

T

APPARENT

UTILITY CUT

B O

C

F O

C

G T

B

O

C

F

O

C

G

T

. E.P.

E.P.

B.O.C.

B.O.C.

S

W

SW.

S.W.S.

10" CORRUGATED

METAL DRAIN PIPE

UNDER PAVEMENT

14" CORRUGATED

METAL DRAIN PIPE

UNDER SIDEWALK

UTILITY CUT

UTILITY CUT

UTILITY CUT

UTILITY CUT

U

T

I

L

I

T

CONC.

CONC.

CONC.

CONC.

METAL

BUILDING

CONC.

B

O

C

F

O

C

G

T

B

O

C

F

O

C

G

T

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

U N

K x

U N

K x

U N

K x

U N

K x

U N

K x

U N

K x

SINGLE STORY STUCCO

BUILDING 1630

FFE = 601.65

SINGLE STORY BRICK

BUILDING 1628

FFE = 603.67

BLDG 1632

TOP: 600.88'

6" CLAY INVERT: IN 596.98' (NORTHWEST)

6" CLAY INVERT: IN 596.03' (NORTH)

6" CLAY INVERT: IN 595.933' (SOUTHWEST)

6" CLAY INVERT: OUT 595.903' (SOUTHEAST)

TOP: 602.18'

6" CLAY INVERT: IN 596.98' (NORTHWEST)

6" CLAY INVERT: OUT 595.903' (NORTHEAST)

BLDG

1632A

CONC.

ASPHALT

S

W

S

W

SW.

SW.

C

O

N

C

ASPHALT

ASPHALT

UTILITY

VAULT

TWO 4" METAL

RISERS AT BASE

OF POLE

ONE

CONDUIT

STUB-OUT

FINISHED

FLOOR NOT

ACCESSIBLE

YELLOW

PAINT

STRIPES

SINGLE STORY METAL

WAREHOUSE BUILDING

BUILDING 1637

FFE: 604.50'

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N

B

Y

D E

S I G

N

B

Y

S B

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

C K

D

B

Y x

D

C

B

A

F I

M

B E

R

P L O

T

S

C A

L E

P L O

T

D

A T

E

SHEET OF

o n

H o r i v e

L a d s o n

S o u r o l i n a

C E o j e c t

N o

P P r o j e c t

M a n a g e r

B r a d

M i n o r

A s i n d i c a t e d

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

N A

V A

L

A

A

T I O

N

J O

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R

E S

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S

E

F O

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T H

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X

D

F A

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10-8-2015

VF101

E X

I S

T I N

G

T

O P

O G

R A

P H

R

V E

Y

EXISTING TOPOGRAPHIC SURVEY

A1

SCALE: 1" = 20'

GRAPHIC SCALE

SCALE: 1" = 20'

20' 0 20' 40'

N

O

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T

H

EXISTING LEGEND:

BUILDING OUTLINE

CONTOUR

SIDEWALK

EDGE OF PAVEMENT

CURB & GUTTER

SITE STRUCTURE

CONCRETE

SEWER LINE

OVERHEAD ELECTRICAL

ROCKS

COMMUNICATION EQUIPMENT

GAS EQUIPMENT

ELECTRICAL EQUIPMENT

MECHANICAL EQUIPMENT

DOWNSPOUT

SEWER MANHOLE

WATER METER

SURVEY BENCHMARK

UNDERGROUND COMMUNICATIONS

NATURAL GAS

TREE

WATER LINE

UNDERGROUND ELECTRICAL

UNDERGROUND CABLE TV

UNDERGROUND TELEPHONE

1. ALL SHADED ENTITIES WERE NOT SURVEYED. THESE ITEMS WERE

LOCATED BY BASE MAP OR GROUND PENETRATING RADAR.

CONTRACTOR TO FIELD VERIFY ALL LOCATIONS ON SITE.

2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, SIZES, AND

DEPTHS OF UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO

CONSTRUCTION WHETHER SHOWN ON PLANS OR NOT, AND TO PROTECT

THE SAME DURING CONSTRUCTION.

GENERAL NOTE:

1. FIELD WORK PERFORMED ON: OCTOBER 21, 2014 & FEBRUARY 25, 2015 BY

MATKIN HOOVER SURVEYING, OF 8 SPENCER ROAD, STE 100, BOERNE, TEXAS.

2. ONLY APPARENT UTILITIES WERE LOCATED. NO ATTEMPT HAS BEEN MADE AS

PART OF THIS SURVEY TO SHOW THE EXISTENCE, SIZE, DEPTH, CONDITION, OR

LOCATION OF ANY UNDERGROUND UTILITY. FOR INFORMATION REGARDING

UNDERGROUND UTILITIES, PLEASE CONTACT THE APPROPRIATE AGENCY.

3. SITE CONTROL MUST BE VERIFIED ON THE JOB AND THE SURVEYOR MUST BE

NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH

CONSTRUCTION.

4. CONTRACTOR SHALL IMMEDIATELY NOTIFY SURVEYOR OF ANY QUESTIONS

THAT MAY ARISE CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF POINTS

NECESSARY FOR CONSTRUCTION OF THIS PROJECT.

5. THE SURVEYOR ASSUMES NO LIABILITY FOR THE PLACEMENT OF THESE

POINTS ON THE GROUND BY OTHERS.

6. SITE CONTROL WAS ESTABLISHED USING THE TRIMBLE VRS NETWORK,

NAD(83), TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE,

4202, US SURVEY FOOT, GRID.

7. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND SHALL NOT

BE RECORDED FOR ANY PURPOSE.

8. ALL POINTS MUST BE VERIFIED ON THE JOB AND THE SURVEYOR MUST BE

NOTIFIED OF ANY DISCREPANCIES.

SURVEY NOTES:

E T

M

J R

C

B W

M

T

K x

U N

K x

U N

K x

U N

K x

U N

K x

U N

K x

CONC.

C

O

N

C

CONC.

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

B

O

C

F

O

C

G

T

S

W

S

W

S

W

S W

S

W

METL VAULT IN

CONCRETE PAD

PORTABLE

CONTAINERS

CONC.

PHYSICAL

FITNESS

EQUIPMENT

S

W

SW.

T Y

P I C

A L

P

A R

K I N

G

S T

R I P

E

P A

R K

I N

G

S T

O P

P A

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P A

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P A

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P A

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P A

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P A

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S T

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P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

1/2" IRON ROD SET

WITH A BLUE CAP

1/2" IRON ROD SET

WITH A BLUE CAP

P A

R K

I N

G

P A

R K

I N

G

P

A

R

K

I

N

G

S

T

O

P

S W

S

W

S W

TYPICAL

PARKING

STRIPE

TYPICAL PARKING

STRIPE

CONC.

CONC.

C

O

N

C

C

O

N

C

W

A

L

L

C

O

N

C

A

P

P

A

R

E

I

L

I

T

APPARENT

UTILITY CUT

B O

C

F O

C

G T

B

O

C

F

O

C

G

T

. E.P.

E.P.

B.O.C.

B.O.C.

S

W

SW.

S.W.S.

10" CORRUGATED

METAL DRAIN PIPE

UNDER PAVEMENT

14" CORRUGATED

METAL DRAIN PIPE

UNDER SIDEWALK

UTILITY CUT

UTILITY CUT

UTILITY CUT

UTILITY CUT

U

T

I

L

I

T

CONC.

CONC.

CONC.

CONC.

METAL

BUILDING

CONC.

B

O

C

F

O

C

G

T

B

O

C

F

O

C

G

T

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

SINGLE STORY STUCCO

BUILDING 1630

FFE = 601.65

SINGLE STORY BRICK

BUILDING 1628

FFE = 603.67

BLDG 1632

BLDG 1637

TOP: 600.88'

6" CLAY INVERT: IN 596.98' (NORTHWEST)

6" CLAY INVERT: IN 596.03' (NORTH)

6" CLAY INVERT: IN 595.933' (SOUTHWEST)

6" CLAY INVERT: OUT 595.903' (SOUTHEAST)

TOP: 602.18'

6" CLAY INVERT: IN

596.98' (NORTHWEST)

6" CLAY INVERT: OUT

595.903' (NORTHEAST)

BLDG

1632A

T

W

I

P

CONC.

S

W

S

W

SW.

SW.

C

O

N

C

ASPHALT

ASPHALT

ASPHALT

UTILITY

VAULT

TWO 4" METAL RISERS

AT BASE OF POLE

ONE

CONDUIT

STUB-OUT

FINISHED

FLOOR NOT

ACCESSIBLE

YELLOW

PAINT

STRIPES

SINGLE STORY METAL

WAREHOUSE BUILDING

BUILDING 1637

FFE: 604.50'

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N

B

Y

D E

S I G

N

B

Y

S B

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

C K

D

B

Y x

D

C

B

A

F I

M

B E

R

P L O

T

S

C A

L E

P L O

T

D

A T

E

SHEET OF

o n

H o r i v e

L a d s o n

S o u r o l i n a

C E o j e c t

N o

P P r o j e c t

M a n a g e r

B r a d

M i n o r

A s i n d i c a t e d

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

N A

V A

L

A

A

T I O

N

J O

I N

T

R

E S

E R

S

E

F O

R

T H

T

X

D

F A

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10-8-2015

CD101

C I V

I L

D

E M

O L I T

I O

N

P

L A

N

CIVIL DEMOLITION PLAN

A1

SCALE: 1" = 20'

GRAPHIC SCALE

SCALE: 1" = 20'

20' 0 20' 40'

N

O

R

T

H

ELECTRICAL DEMOLITION (SEE SHEET ED101)

DEMOLITION KEYNOTES:

DC1

DESCRIPTIONNO.

DEMOLITION LEGEND

REMOVE SITE FEATURE

FULL DEPTH PAVEMENT SAWCUT LINE

GENERAL NOTES:

FULL DEPTH PAVEMENT SAW CUT (TYP.)DC2

REMOVE CONCRETE PAVEMENT AND BASE MATERIALDC3

REMOVE ASPHALT PAVEMENT AND BASE MATERIALDC4

REMOVE CONCRETE CURB AND GUTTER AND BASE MATERIALDC5

REMOVE CONCRETE SLAB AND BASE MATERIALDC6

SILT FENCE

LIMITS OF CONSTRUCTION

REMOVE CONCRETE SIDEWALK AND BASE MATERIALDC7

1. ALL AREAS SHOWN WITHIN THE LIMITS OF DEMOLITION AND CONSTRUCTION

SHALL BE EXCAVATED WITH CARE OR HAND-DUG AS NECESSARY TO ENSURE

EXISTING FUNCTIONALITY OF ALL WORKS IS MAINTAINED.

2. PROVIDE NEAT, CLEAN, STRAIGHT, SAW CUT EDGES.

3. ALL DISTURBED AREAS TO BE GRADED FOR POSITIVE DRAINAGE TO EXISTING

STORM INLETS.

4. ALL AREAS WHERE EXISTING CONCRETE SLABS, SITE FEATURES, AND

FOUNDATIONS ARE REMOVED SHALL BE FILLED TO EXISTING GRADE AND

SLOPED FOR POSITIVE DRAINAGE.

5. ALL DISTURBED AREAS TO BE GRASSED AFTER GRADING ACTIVITY HAS BEEN

COMPLETED.

6. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE.

7. CONTRACTOR WILL BE RESPONSIBLE FOR ADDITIONAL REMOVAL AND

REPLACEMENT OF ASPHALT/CONCRETE PAVEMENT AND CONCRETE

SIDEWALK AS NECESSARY TO CONSTRUCT THE PROJECT. PAVEMENT AND

SIDEWALK REMOVAL AND REPLACEMENT SHOWN IS THE MINIMUM AMOUNT

REQUIRED TO CONSTRUCT THE PROJECT.

8. THE LOCATION, SIZES, AND DEPTHS OF EXISTING UTILITIES, INCLUDING

SERVICE LATERALS, AND DRAINAGE STRUCTURES SHOWN ON THE PLANS

ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE EXACT

LOCATION, SIZES, AND DEPTHS OF UNDERGROUND UTILITIES AT LEAST 48

HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON PLANS OR NOT, AND

TO PROTECT THE SAME DURING CONSTRUCTION.

9. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN

HEREON ARE BASED ON FIELD OBSERVATIONS BY THE SURVEYOR AND BY

INFORMATION PROVIDED BY OTHERS. THE INFORMATION IS NOT TO BE

RELIED ON AS BEING EXACT OR COMPLETE.

10. CONTRACTOR TO COORDINATE MARKING OF EXISTING SITE UTILITIES IN

AREAS WHERE WORK IS CONDUCTED.

11. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE WORKMANLIKE

REPAIR OF ANY DAMAGE DONE TO ANY NEW AND EXISTING SITE ITEMS IN THE

EXECUTION OF HIS WORK UNDER THIS SECTION.

12. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING

CONDITIONS AND BE PREPARED TO ADEQUATELY CARE FOR AND SAFEGUARD

HIMSELF AND THE GOVERNMENT FROM DAMAGE.

13. CONTRACTOR SHALL FIELD ADJUST UTILITY MANHOLE RIMS AND

APPURTENANCES TO MATCH FINISHED GRADE ELEVATIONS.

14. REFER TO ELECTRICAL SITE PLANS FOR COMMUNICATION AND ELECTRICAL

INFRASTRUCTURE.

E T

M

J R

C

B W

M

T

K x

U N

K x

U N

K x

U N

K x

U N

K x

U N

K x

CONC.

C

O

N

C

CONC.

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

B

O

C

F

O

C

G

T

S

W

S

W

S

W

S W

S

W

METL VAULT IN

CONCRETE PAD

PORTABLE

CONTAINERS

CONC.

PHYSICAL

FITNESS

EQUIPMENT

S

W

SW.

T Y

P I C

R

K I N

G

S T

R I P

E

P A

R K

I N

G

S T

O P

P A

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S T

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P A

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S T

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P A

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S T

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P A

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S T

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P A

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S T

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P A

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I N

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S T

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P A

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I N

G

S T

O P

P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

1/2" IRON ROD SET

WITH A BLUE CAP

P A

R K

I N

G

P A

R K

I N

G

P

A

R

K

I

N

G

S

T

O

P

S W

S

W

S W

TYPICAL

PARKING

STRIPE

TYPICAL PARKING

STRIPE

CONC.

CONC.

C

O

N

C

C

O

N

C

W

A

L

L

C

O

N

C

A

P

P

A

R

E

I

L

I

T

APPARENT

UTILITY CUT

B O

C

F O

C

G T

B

O

C

F

O

C

G

T

. E.P.

E.P.

B.O.C.

B.O.C.

S

W

SW.

S.W.S.

10" CORRUGATED

METAL DRAIN PIPE

UNDER PAVEMENT

14" CORRUGATED

METAL DRAIN PIPE

UNDER SIDEWALK

UTILITY CUT

UTILITY CUT

UTILITY CUT

UTILITY CUT

U

T

I

L

I

T

CONC.

CONC.

CONC.

CONC.

METAL

BUILDING

CONC.

B

O

C

F

O

C

G

T

B

O

C

F

O

C

G

T

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

SINGLE STORY STUCCO

BUILDING 1630

FFE = 601.65

SINGLE STORY BRICK

BUILDING 1628

FFE = 603.67

BLDG 1632

BLDG 1637

TOP: 600.88'

6" CLAY INVERT: IN 596.98' (NORTHWEST)

6" CLAY INVERT: IN 596.03' (NORTH)

6" CLAY INVERT: IN 595.933' (SOUTHWEST)

6" CLAY INVERT: OUT 595.903' (SOUTHEAST)

TOP: 602.18'

6" CLAY INVERT: IN

596.98' (NORTHWEST)

6" CLAY INVERT: OUT

595.903' (NORTHEAST)

BLDG

1632A

T

W

I

P

CONC.

S

W

S

W

SW.

SW.

C

O

N

C

ASPHALT

ASPHALT

UTILITY

VAULT

TWO 4" METAL RISERS

AT BASE OF POLE

ONE

CONDUIT

STUB-OUT

FINISHED

FLOOR NOT

ACCESSIBLE

YELLOW

PAINT

STRIPES

SINGLE STORY METAL

WAREHOUSE BUILDING

BUILDING 1637

FFE: 604.50'

C6

C5

C4(TYP.)

(TYP.)

(TYP.)

C1

C3

C3

C3

C1

C3

C1

C3

C2

C2

C2

C7

C6(TYP.)

C7

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N

B

Y

D E

S I G

N

B

Y

S B

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

C K

D

B

Y x

D

C

B

A

F I

M

B E

R

P L O

T

S

C A

L E

P L O

T

D

A T

E

SHEET OF

o n

H o r i v e

L a d s o n

S o u r o l i n a

C E o j e c t

N o

P P r o j e c t

M a n a g e r

B r a d

M i n o r

A s i n d i c a t e d

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

N A

V A

L

A

A

T I O

N

J O

I N

T

R

E S

E R

S

E

F O

R

T H

T

X

D

F A

D

10-8-2015

CS101

C I V

I L

S

I T

E

P

L A

N

CIVIL SITE PLAN

A1

SCALE: 1" = 20'

GRAPHIC SCALE

SCALE: 1" = 20'

20' 0 20' 40'

LEGEND:

N

O

R

T

H

NEW ASPHALT PAVEMENT AND BASE MATERIAL TO MATCH EXISTING

NEW WORK KEYNOTES:

C1

DESCRIPTIONNO.

C1

NEW CONCRETE PAVEMENT AND BASE MATERIAL TO MATCH EXISTINGC2

NEW CONCRETE CURB AND GUTTER AND BASE MATERIAL TO MATCH EXISTINGC3

NEW FIBER OPTIC LINE (SEE SHEET ES101)C4

NEW TELEPHONE LINE (SEE SHEET ES101)C5

NEW HANDHOLE (SEE SHEET ES101)C6

GENERAL NOTES:

BUILDING OUTLINE

CONTOUR

SIDEWALK

EDGE OF PAVEMENT

CURB & GUTTER

SITE STRUCTURE

CONCRETE

SEWER LINE

OVERHEAD ELECTRICAL

ROCKS

COMMUNICATION EQUIPMENT

GAS EQUIPMENT

ELECTRICAL EQUIPMENT

MECHANICAL EQUIPMENT

DOWNSPOUT

SEWER MANHOLE

WATER METER

SURVEY BENCHMARK

UNDERGROUND COMMUNICATIONS

NATURAL GAS

WATER LINE

UNDERGROUND ELECTRICAL

EXISTING NEW

UNDERGROUND FIBER OPTIC

ASPHALT

LIMITS OF CONSTRUCTION

NEW CONCRETE SIDEWALK AND BASE MATERIAL TO MATCH EXISTINGC7

UNDERGROUND CABLE TV

UNDERGROUND TELEPHONE

1. ALL AREAS SHOWN WITHIN THE LIMIT OF DEMOLITION AND CONSTRUCTION SHALL BE EXCAVATED WITH CARE OR

HAND-DUG AS NECESSARY TO ENSURE EXISTING FUNCTIONALITY OF ALL WORKS IS MAINTAINED.

2. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE WORKMANLIKE REPAIR OF ANY DAMAGE DONE TO ANY

UTILITIES IN THE EXECUTION OF HIS WORK UNDER THIS SECTION.

3. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND BE PREPARED TO ADEQUATELY

CARE FOR AND SAFEGUARD HIMSELF AND THE GOVERNMENT FROM DAMAGE.

4. NEW SITE FINISH GRADES SHALL MIMIC EXISTING CONDITIONS UNLESS OTHERWISE INDICATED, AND SHALL MEET

EXISTING SITE GRADES AT THE LIMIT OF SITE DISTURBANCE. GRADES SURROUNDING THE NEW AND EXISTING

STRUCTURE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. ALL CONCRETE PADS SHALL BE SLOPED

AWAY FROM THE BUILDING ACCORDINGLY.

5. ALL DISTURBED AREA THAT IS NOT PAVED SHALL BE HYDROSEEDED PER INSTALLATION SEEDING SPECIFICATION.

6. REFER TO ELECTRICAL DESIGN DRAWINGS FOR ADDITIONAL INFORMATION.

7. SEDIMENT & EROSION CONTROL MEASURES SHALL BE IMPLEMENTED FOR THE DURATION OF DEMOLITION AND

CONSTRUCTION (UNTIL SITE STABILIZATION AND GROUND ESTABLISHMENT) IN ACCORDANCE WITH THE SEDIMENT

CONTROL PLAN.

8. UTILITIES AND SIZES SHOWN ARE PER BASE UTILITY MAPS PROVIDED BY THE INSTALLATION. SURFACE UTILITY

APPURTENANCES AS SURVEYED WERE UTILIZED IN ILLUSTRATING THE UTILITIES AS SHOWN ON THIS PLAN.

CONTRACTOR SHALL VERIFY LOCATION, MATERIAL, TYPE, SIZE, & ELEVATION OF ALL EXISTING UTILITIES PRIOR TO

COMMENCING WORK.

9. REFER TO ELECTRICAL SITE PLANS FOR COMMUNICATION AND ELECTRICAL INFRASTRUCTURE.

10. CONTRACTOR SHALL FIELD ADJUST UTILITY MANHOLE RIMS, AND APPURTENANCES TO MATCH FINISHED GRADE

ELEVATIONS.

11. CONTRACTOR WILL BE RESPONSIBLE FOR ADDITIONAL REMOVAL AND REPLACEMENT OF ASPHALT/CONCRETE

PAVEMENT AND CONCRETE SIDEWALK AS NECESSARY TO CONSTRUCT THE PROJECT. PAVEMENT AND SIDEWALK

REMOVAL AND REPLACEMENT SHOWN IS THE MINIMUM AMOUNT REQUIRED TO CONSTRUCT THE PROJECT.

12. THE LOCATION, SIZES, AND DEPTHS OF EXISTING UTILITIES, INCLUDING SERVICE LATERALS, AND DRAINAGE

STRUCTURES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, SIZES, AND DEPTHS OF UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON

PLANS OR NOT, AND TO PROTECT THE SAME DURING CONSTRUCTION.

13. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN HEREON ARE BASED ON FIELD

OBSERVATIONS BY THE SURVEYOR AND BY INFORMATION PROVIDED BY OTHERS. THE INFORMATION IS NOT TO BE

RELIED ON AS BEING EXACT OR COMPLETE.

14. CONTRACTOR TO COORDINATE MARKING OF EXISTING SITE UTILITIES IN AREAS WHERE WORK IS CONDUCTED.

15. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES, LINE SIZES, AND NOTIFY THE

ENGINEER OF RECORD OF ANY DISCREPANCIES BEFORE ORDERING MATERIALS.

E T

M

J R

C

B W

M

T

K x

U N

K x

U N

K x

U N

K x

U N

K x

U N

K x

CONC.

C

O

N

C

CONC.

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

S

T

O

N

E

B

O

C

F

O

C

G

T

S

W

S

W

S

W

S W

S

W

METL VAULT IN

CONCRETE PAD

PORTABLE

CONTAINERS

CONC.

PHYSICAL

FITNESS

EQUIPMENT

S

W

SW.

T Y

P I C

A L

P

A R

K I N

G

S T

R I P

E

P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

P A

R K

I N

G

S T

O P

1/2" IRON ROD SET

WITH A BLUE CAP

1/2" IRON ROD SET

WITH A BLUE CAP

P A

R K

I N

G

P A

R K

I N

G

P

A

R

K

I

N

G

S

T

O

P

S W

S

W

S W

TYPICAL

PARKING

STRIPE

TYPICAL PARKING

STRIPE

CONC.

CONC.

C

O

N

C

C

O

N

C

W

A

L

L

C

O

N

C

A

P

P

A

R

E

I

L

I

T

APPARENT

UTILITY CUT

B O

C

F O

C

G T

B

O

C

F

O

C

G

T

. E.P.

E.P.

B.O.C.

B.O.C.

S

W

SW.

S.W.S.

10" CORRUGATED

METAL DRAIN PIPE

UNDER PAVEMENT

14" CORRUGATED

METAL DRAIN PIPE

UNDER SIDEWALK

UTILITY CUT

UTILITY CUT

UTILITY CUT

UTILITY CUT

U

T

I

L

I

T

CONC.

CONC.

CONC.

CONC.

METAL

BUILDING

CONC.

B

O

C

F

O

C

G

T

B

O

C

F

O

C

G

T

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

B.O.C.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

SINGLE STORY STUCCO

BUILDING 1630

FFE = 601.65

SINGLE STORY BRICK

BUILDING 1628

FFE = 603.67

BLDG 1632

BLDG 1637

TOP: 600.88'

6" CLAY INVERT: IN 596.98' (NORTHWEST)

6" CLAY INVERT: IN 596.03' (NORTH)

6" CLAY INVERT: IN 595.933' (SOUTHWEST)

6" CLAY INVERT: OUT 595.903' (SOUTHEAST)

TOP: 602.18'

6" CLAY INVERT: IN

596.98' (NORTHWEST)

6" CLAY INVERT: OUT

595.903' (NORTHEAST)

BLDG

1632A

T

W

I

P

CONC.

S

W

SW.

SW.

C

O

N

C

ASPHALT

ASPHALT

UTILITY

VAULT

TWO 4" METAL RISERS

AT BASE OF POLE

ONE

CONDUIT

STUB-OUT

FINISHED

FLOOR NOT

ACCESSIBLE

YELLOW

PAINT

STRIPES

SINGLE STORY METAL

WAREHOUSE BUILDING

BUILDING 1637

FFE: 604.50'

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N

B

Y

D E

S I G

N

B

Y

S B

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

C K

D

B

Y x

D

C

B

A

F I

M

B E

R

P L O

T

S

C A

L E

P L O

T

D

A T

E

SHEET OF

o n

H o r i v e

L a d s o n

S o u r o l i n a

C E o j e c t

N o

P P r o j e c t

M a n a g e r

B r a d

M i n o r

A s i n d i c a t e d

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

N A

V A

L

A

A

T I O

N

J O

I N

T

R

E S

E R

S

E

F O

R

T H

T

X

D

F A

D

10-8-2015

CG101

S E

D I M

E N

O

S I O

N

C O

N T

R O

L

P

L A

N

SEDIMENT & EROSION CONTROL PLAN

A1

SCALE: 1" = 20'

GRAPHIC SCALE

SCALE: 1" = 20'

20' 0 20' 40'

N

O

R

T

H

SILT FENCE

EROSION KEYNOTES:

C1

DESCRIPTIONNO.

LEGEND:

SILT FENCE

SEDIMENT AND EROSION CONTROL PLAN

1. APPROXIMATELY 0.50 ACRES TO BE DISTURBED AS SHOWN BY THE CONSTRUCTION

LIMITS.

2. INSTALL PERMANENT VEGETATIVE COVER AS SOON AS PRACTICAL IN THE

DEVELOPMENT PROCESS.

3. SEDIMENT CAUSED BY CHANGED SOIL AND SURFACE CONDITIONS SHALL BE

CONTAINED WITHIN THE CONSTRUCTION SITE USING THE MEASURES SHOWN.

MEASURES SHALL BE EMPTIED OR CLEANED REGULARLY AND MAINTAINED IN PLACE

AND IN GOOD CONDITION UNTIL GROUND COVER IS ESTABLISHED.

4. PLACE SILT FENCE BARRIERS AT LOCATIONS SHOWN ON PLAN. SILT BARRIERS

SHALL BE MAINTAINED IN PLACE AND IN GOOD CONDITION UNTIL GROUND COVER IS

ESTABLISHED.

5. ALL DISTURBED AREAS NOT PAVED SHALL BE GRASSED. ALL GRASSING SHALL BE

HYDROSEEDED PER THE INSTALLATION STANDARD SEEDING SCHEDULE.

6. CONTRACTOR SHALL PROVIDE DUMPSTER OF SUFFICIENT SIZE TO CONTAIN THE

SOLID WASTE GENERATED BY THE PROJECT.

7. CONTRACTOR SHALL FREQUENTLY REMOVE GARBAGE TO MAINTAIN A CLEAN

CONSTRUCTION SITE AND MINIMIZE THE EXPOSURE OF WASTE TO STORM WATER.

8. PRIOR TO EXITING SITE, CONSTRUCTION VEHICLES AND TRUCKS SHALL WASH

WHEELS IN AN AREA WITHIN THE SILT FENCE LIMITS TO PREVENT SEDIMENT

TRACKING UPON LEAVING AREA.

LIMITS OF CONSTRUCTION

CONTROL SEDIMENT RESULTING FROM DEMOLITION

AND CONSTRUCTION (SAWCUT, PLACEMENT OF

ENTRANCE) IN THIS AREA. SWEEP AND REMOVE ALL

DEBRIS AND SEDIMENT FROM WORK PERFORMED IN

THIS AREA DAILY, OR FREQUENTLY, AS NECESSARY.

CONTROL SEDIMENT RESULTING

FROM DEMOLITION AND

CONSTRUCTION (SAWCUT,

PLACEMENT OF ENTRANCE) IN THIS

AREA. SWEEP AND REMOVE ALL

DEBRIS AND SEDIMENT FROM WORK

PERFORMED IN THIS AREA DAILY,

OR FREQUENTLY, AS NECESSARY.

GENERAL NOTES:

1. ALL DISTURBED AREAS TO BE GRADED FOR POSITIVE DRAINAGE TO EXISTING STORM

INLETS.

2. ALL AREAS WHERE EXISTING CONCRETE SLABS, SITE FEATURES, AND FOUNDATIONS

ARE REMOVED SHALL BE FILLED TO EXISTING GRADE AND SLOPED FOR POSITIVE

DRAINAGE.

3. ALL DISTURBED AREAS TO BE GRASSED AFTER GRADING ACTIVITY HAS BEEN

COMPLETED.

4. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE.

5. THE LOCATION, SIZES, AND DEPTHS OF EXISTING UTILITIES, INCLUDING SERVICE

LATERALS, AND DRAINAGE STRUCTURES SHOWN ON THE PLANS ARE APPROXIMATE

ONLY. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, SIZES, AND DEPTHS OF

UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER

SHOWN ON PLANS OR NOT, AND TO PROTECT THE SAME DURING CONSTRUCTION.

6. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN HEREON

ARE BASED ON FIELD OBSERVATIONS BY THE SURVEYOR AND BY INFORMATION

PROVIDED BY OTHERS. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT

OR COMPLETE.

7. CONTRACTOR TO COORDINATE MARKING OF EXISTING SITE UTILITIES IN AREAS

WHERE WORK IS CONDUCTED.

8. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE WORKMANLIKE REPAIR OF

ANY DAMAGE DONE TO ANY NEW AND EXISTING SITE ITEMS IN THE EXECUTION OF HIS

WORK UNDER THIS SECTION.

9. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND

BE PREPARED TO ADEQUATELY CARE FOR AND SAFEGUARD HIMSELF AND THE

GOVERNMENT FROM DAMAGE.

CONSTRUCTION SEQUENCE:

1. INSTALL SILT FENCE WHERE INDICATED ON THE PLANS. DISTURBANCE SHOULD BE

MINIMAL AS NECESSARY TO INSTALL SILT FENCE.

2. REMOVE AND/OR DEMOLISH EXISTING SITE FEATURES AS INDICATED ON THE

DEMOLITION PLAN.

3. INSTALLATION AND TRENCHING OF ALL ELECTRICAL LINES MAY BEGIN. SEE

ELECTRICAL PLANS.

4. FILL AND COMPACT TRENCHES.

5. INITIATE TEMPORARY AND PERMANENT VEGETATIVE STABILIZATION MEASURES.

6. INSTALL STONE BASE COURSE AND ASPHALT AS INDICATED ON THE PLANS.

7. INSTALL CONCRETE SIDEWALK SPECIFIED AS INDICATED ON THE PLANS.

8. SEED ALL DISTURBED AREAS WITH PERMANENT APPROVED GRASS SEED ONCE ALL

WORK IS COMPLETE.

9. REMOVE ACCUMULATED SEDIMENT AND MAINTAIN SEDIMENT DEVICES UNTIL SITE HAS

BEEN STABILIZED.

10. REMOVE SEDIMENT DEVICES ONCE SITE HAS BEEN STABILIZED AND GIVEN APPROVAL

BY GOVERNMENT.

E T

M

J R

C

B W

M

T

M

J R

C

B W

M

C-501

T E

S

C I V

I L

D

E T

A I L S

5'

CONTRACTION JOINTS

50' MAX. SPACING BETWEEN EXPANSION JOINTS

4. CONTRACTION JOINTS SHALL BE SPACED AT 5'-0"

ABUTS CONCRETE STRUCTURE.

3. EXPANSION MATERIAL 1/2" THICK SHALL BE REQUIRED WHERE SIDEWALK

1. SIDEWALKS SHALL BE 4" THICK (UNREINFORCED), 3500 PSI COMP. STRENGTH MIN.

2. CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS.

1/4" EXP. JT.

5. SIDEWALKS TO LIGHT BROOM FINISH

6. SIDEWALK SUFACE AND ALL JOINTS AND EDGES TO BE TOOLED.

TYPICAL SIDEWALK DETAIL

SCALE: NOT TO SCALE

C4

PAVEMENT REPLACEMENT DETAIL

SCALE: NOT TO SCALE

A4

NOTES:

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N

B

Y

D E

S I G

N

B

Y

S B

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

C K

D

B

Y x

D

C

B

A

F I

M

B E

R

P L O

T

S

C A

L E

P L O

T

D

A T

E

SHEET OF

o n

H o r i v e

L a d s o n

S o u r o l i n a

C E o j e c t

N o

P P r o j e c t

M a n a g e r

B r a d

M i n o r

A s i n d i c a t e d

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

N A

V A

L

A

A

T I O

N

J O

I N

T

R

E S

E R

S

E

F O

R

T H

T

X

D

F A

D

10-8-2015

SEDIMENT AND EROSION CONTROL PLAN:

1. INSTALL PERMANENT VEGETATIVE COVER AND THE LONG-TERM

EROSION PROTECTION MEASURES OR STRUCTURES AS SOON AS

PRACTICAL IN THE DEVELOPMENT PROCESS.

2. PROVIDE FOR HANDLING THE INCREASED RUNOFF CAUSED BY

CHANGED SOIL AND SURFACE CONDITIONS. USE EFFECTIVE MEANS

TO CONSERVE EXISTING ON-SITE SOIL INCLUDING THE USE OF

DIVERSION DITCHES, GRASSED WATERWAYS AND STORM SEWERS.

3. ALL DISTURBED AREAS NOT PAVED SHALL BE GRASSED. USE

TEMPORARY PLANT COVER, MULCHING, AND/OR STRUCTURES TO

CONTROL RUNOFF AND PROTECT AREAS SUBJECT TO EROSION

DURING CONSTRUCTION.

4. STABILIZATION MEASURE SHALL BE INITIATED WITHIN 14 CALENDAR

DAYS IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES

HAVE TEMPORARILY OR PERMANENTLY CEASED, EXCEPT WHERE

CONSTRUCTION ACTIVITIES SHALL BE REINITIATED WITHIN 14

CALENDAR DAYS.

5. CONTRACTOR SHALL FREQUENTLY REMOVE GARBAGE TO MAINTAIN

A CLEAN CONSTRUCTION SITE AND MINIMIZE THE EXPOSURE OF

SEDIMENT OR WASTE TO STORM WATER.

FLAT BOTTOM TRENCH DETAIL

M

A

X

I

M

A

C

I

G

FILTER FABRIC

BACKFILL TRENCH WITH

COMPACTED EARTH

COMPACTED

EARTH

COMPACTED

EARTH

FILTER FABRIC

6"

6"

24"

(MINIMUM)

6"

R

U

N

O

F

F

RUNOFF

RUNOFF

18-24"

BURY FABRIC

USE EITHER FLAT-BOTTOM

OR V-BOTTOM TRENCH

SEE DETAILS

FILTER

FABRIC

BURY FILTER FABRIC

AT LEAST 12"

1.25 LB./LINEAR FT.

STEEL POSTS

HEAVY DUTY PLASTIC TIE

FOR STEEL POSTS

(RESTRICT TO TOP

8-INCHES OF FABRIC)

SILT FENCE - GENERAL NOTES

1. DO NOT PLACE SILT FENCE ACROSS CHANNELS OR IN OTHER AREAS

SUBJECT TO CONCENTRATED FLOWS. SILT FENCE SHOULD NOT BE

USED AS A VELOCITY CONTROL BMP. CONCENTRATED FLOWS ARE ANY

FLOWS GREATER THAN 0.5 CFS.

2. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE SILT

FENCE SHALL BE 100-FEET.

3. MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO THE

FENCE LINE) SHALL BE 2:1.

4. SILT FENCE JOINTS, WHEN NECESSARY, SHALL BE COMPLETED BY ONE

OF THE FOLLOWING OPTIONS: WRAP EACH FABRIC TOGETHER AT A

SUPPORT POST WITH BOTH ENDS FASTENED TO THE POST, WITH A

1-FOOT MINIMUM OVERLAP;

- OVERLAP SILT FENCE BY INSTALLING 3-FEET PASSED THE SUPPORT

POST TO WHICH THE NEW SILT FENCE ROLL IS ATTACHED. ATTACH OLD

ROLL TO NEW ROLL WITH HEAVY-DUTY PLASTIC TIES; OR,

- OVERLAP ENTIRE WIDTH OF EACH SILT FENCE ROLL FROM ONE

SUPPORT POST TO THE NEXT SUPPORT POST.

5. ATTACH FILTER FABRIC TO THE STEEL POSTS USING HEAVY-DUTY

PLASTIC TIES THAT ARE EVENLY SPACED WITHIN THE TOP 8-INCHES OF

THE FABRIC.

4. INSTALL THE SILT FENCE PERPENDICULAR TO THE DIRECTION OF THE

STORMWATER FLOW AND PLACE THE SILT FENCE THE PROPER

DISTANCE FROM THE TOE OF STEEP SLOPES TO PROVIDE SEDIMENT

STORAGE AND ACCESS FOR MAINTENANCE AND CLEANOUT.

5. INSTALL SILT FENCE CHECKS (TIE-BACKS) EVERY 50-100 FEET,

DEPENDENT ON SLOPE, ALONG SILT FENCE THAT IS INSTALLED WITH

SLOPE AND WHERE CONCENTRATED FLOWS ARE EXPECTED OR ARE

DOCUMENTED ALONG THE PROPOSED/INSTALLED SILT FENCE.

HEAVY DUTY

PLASTIC TIES

FILTER FABRIC

HEAVY DUTY

PLASTIC TIES

SILT FENCE - POST REQUIREMENTS

1. SILT FENCE POSTS MUST BE 48-INCH LONG STEEL POSTS THAT MEET,

AT A MINIMUM, THE FOLLOWING PHYSICAL CHARACTERISTICS.

- COMPOSED OF A HIGH STRENGTH STEEL WITH A MINIMUM YIELD

STRENGTH OF 50,000 PSI.

- INCLUDE A STANDARD "T" SECTION WITH A NOMINAL FACE WIDTH OF

1.38-INCHES AND A NOMINAL "T" LENGTH OF 1.48-INCHES.

- WEIGH 1.25 POUNDS PER FOOT (± 8%)

2. POSTS SHALL BE EQUIPPED WITH PROJECTIONS TO AID IN FASTENING

OF FILTER FABRIC.

3. STEEL POSTS MAY NEED TO HAVE A METAL SOIL STABILIZATION PLATE

WELDED NEAR THE BOTTOM WHEN INSTALLED ALONG STEEP SLOPES

OR INSTALLED IN LOOSE SOILS. THE PLATE SHOULD HAVE A MINIMUM

CROSS SECTION OF 17-SQUARE INCHES AND BE COMPOSED OF 15

GAUGE STEEL, AT A MINIMUM. THE METAL SOIL STABILIZATION PLATE

SHOULD BE COMPLETELY BURIED.

4. INSTALL POSTS TO A MINIMUM OF 24-INCHES. A MINIMUM HEIGHT OF 1-

TO 2- INCHES ABOVE THE FABRIC SHALL BE MAINTAINED, AND A

MAXIMUM HEIGHT OF 3 FEET SHALL BE MAINTAINED ABOVE THE

GROUND.

5. POST SPACING SHALL BE AT A MAXIMUM OF 6-FEET ON CENTER.

SILT FENCE - FABRIC REQUIREMENTS

1. SILT FENCE MUST BE COMPOSED OF WOVEN GEOTEXTILE FILTER

FABRIC THAT CONSISTS OF THE FOLLOWING REQUIREMENTS:

- COMPOSED OF FIBERS CONSISTING OF LONG CHAIN SYNTHETIC

POLYMERS OF AT LEAST 85% BY WEIGHT OF POLYOLEFINS,

POLYESTERS, OR POLYAMIDES THAT ARE FORMED INTO A NETWORK

SUCH THAT THE FILAMENTS OR YARNS RETAIN DIMENSIONAL STABILITY

RELATIVE TO EACH OTHER;

- FREE OF ANY TREATMENT OR COATING WHICH MIGHT ADVERSELY

ALTER ITS PHYSICAL PROPERTIES AFTER INSTALLATION;

- FREE OF ANY DEFECTS OR FLAWS THAT SIGNIFICANTLY AFFECT ITS

PHYSICAL AND/OR FILTERING PROPERTIES; AND,

- HAVE A MINIMUM WIDTH OF 36-INCHES.

2. 12-INCHES OF THE FABRIC SHOULD BE PLACED WITHIN EXCAVATED

TRENCH AND TOED IN WHEN THE TRENCH IS BACKFILLED.

3. FILTER FABRIC SHALL BE PURCHASED IN CONTINUOUS ROLLS AND CUT

TO THE LENGTH OF THE BARRIER TO AVOID JOINTS.

4. FILTER FABRIC SHALL BE INSTALLED AT A MINIMUM OF 24-INCHES

ABOVE THE GROUND.

1. THE KEY TO FUNCTIONAL SILT FENCE IS WEEKLY INSPECTIONS,

ROUTINE MAINTENANCE, AND REGULAR SEDIMENT REMOVAL.

2. REGULAR INSPECTIONS OF SILT FENCE SHALL BE CONDUCTED ONCE

EVERY CALENDAR WEEK AND, AS RECOMMENDED, WITHIN 24-HOURS

AFTER EACH RAINFALL EVEN THAT PRODUCES 1/2-INCH OR MORE OF

PRECIPITATION.

3. ATTENTION TO SEDIMENT ACCUMULATIONS ALONG THE SILT FENCE IS

EXTREMELY IMPORTANT. ACCUMULATED SEDIMENT SHOULD BE

CONTINUALLY MONITORED AND REMOVED WHEN NECESSARY.

4. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/3 THE HEIGHT

OF THE SILT FENCE.

5. REMOVED SEDIMENT SHALL BE PLACED IN STOCKPILE STORAGE

AREAS OR SPREAD THINLY ACROSS DISTURBED AREA. STABILIZE THE

REMOVED SEDIMENT AFTER IT IS RELOCATED.

6. CHECK FOR AREAS WHERE STORMWATER RUNOFF HAS ERODED A

CHANNEL BENEATH THE SILT FENCE, OR WHERE THE FENCE HAS

SAGGED OR COLLAPSED DUE TO RUNOFF OVERTOPPING THE SILT

FENCE. INSTALL CHECKS/TIE-BACKS AND/OR REINSTALL SILT FENCE,

AS NECESSARY.

7. CHECK FOR TEARS WITHIN THE SILT FENCE, AREAS WHERE SILT

FENCE HAS BEGUN TO DECOMPOSE, AND FOR ANY OTHER

CIRCUMSTANCE THAT MAY RENDER THE SILT FENCE INEFFECTIVE.

REMOVED DAMAGED SILT FENCE AND REINSTALL NEW SILT FENCE

IMMEDIATELY.

8. SILT FENCE SHOULD BE REMOVED WITHIN 30 DAYS AFTER FINAL

STABILIZATION IS ACHIEVED AND ONCE IT IS REMOVED, THE

RESULTING DISTURBED AREA SHALL BE PERMANENTLY

STABILIZED.

SILT FENCE - INSPECTION & MAINTENANCE

V-SHAPED TRENCH DETAIL

SILT FENCING

NOT TO SCALE

18-24"

24"

(MINIMUM)

D1

.5"

6.5"

NOTE:

D4

SCALE: NOT TO SCALE

CONCRETE CURB & GUTTER

BASE MATERIAL

TO MATCH EXISTING

MATCH

EXISTING WIDTH

FINISH GRADE

COMPACTED EARTH

CONCRETE WALK

TOOLED EDGES

SLOPE

2% MAXIMUM

MATCH EXISTING

4"

B4

XXXXX X X X

6x6-W2.0xW2.0 WWF

TYPICAL SIDEWALK SECTION

SCALE: NOT TO SCALE

FINISH GRADE

DITCH LINE

6"

UTILITY

SAW CUT

SELECTIVE BACKFILL

TAMPED IN 6" LAYERS

TO 95% COMPACTION

PER ASTM D-1557

MATCH EXISTING

BASE

1. MATCH EXISTING

PAVEMENT SECTION OR

INSTALL THE MINIMUM

SHOWN, WHICHEVER IS

GREATER.

NOTES:

MATCH EXISTING

OR MINIMUM 8"

STONE BASE

2" 2"

SAW CUT

MATCH EXISTING OR MINIMUM 2.0"

ASPHALT/CONCRETE PAVEMENT

COURSE

K x

U N

K x

U N

K x

U N

K x

U N

K x

U N

K x

BLDG 1630

BLDG 1628

BLDG 1637

BLDG 1632

EXISTING

COMMUNICATIONS

HANDHOLE

BLDG

1632A

EXISTING

COMMUNICATIONS

HANDHOLE

COMMUNICATIONS

ROOM

COMMUNICATIONS

ROOM

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N

B

Y

D E

S I G

N

B

Y

S B

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

C K

D

B

Y x

D

C

B

A

F I

M

B E

R

P L O

T

S

C A

L E

P L O

T

D

A T

E

SHEET OF

o n

H o r i v e

L a d s o n

S o u r o l i n a

C E o j e c t

N o

P P r o j e c t

M a n a g e r

B r a d

M i n o r

A s i n d i c a t e d

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

N A

V A

L

A

A

T I O

N

J O

I N

T

R

E S

E R

S

E

F O

R

T H

T

X

D

F A

D

10-8-2015

ED101

C O

M M

U N

I C

A T

I O

M

O L I T

I O

N

S I T

E

P

L A

N

COMMUNICATIONS DEMOLITION SITE PLAN

A1

SCALE: 1" = 20'

GRAPHIC SCALE

SCALE: 1" = 20'

20' 0 20' 40'

N

O

R

T

H

1. ALL ELECTRICAL WORK IS TO BE DONE IN ACCORDANCE WITH THE

CURRENT EDITION OF NFPA 70: NATIONAL ELECTRICAL CODE. UFC

3-580-01 TELECOMMUNICATIONS BUILDING CABLING SYSTEMS

PLANNING AND DESIGN AND NAS FT. WORTH STATEMENT OF OBJECTIVE

FOR "PREMISE WIRING AND NETWORK EQUIPMENT INSTALLATION FOR

THE 301 FIGHTER WING" DATED MARCH 12, 2014.

2. ELECTRICAL DRAWING IS GENERALLY DIAGRAMMATIC. COORDINATE

WORK WITH ALL TRADES PRIOR TO START OF CONSTRUCTION.

3. CONTRACTOR IS TO BE AWARE OF ALL RULES, REGULATIONS, AND

CODES REQUIRED FOR SUCCESSFUL COMPLETION OF CONSTRUCTION.

GENERAL NOTES:

LEGEND

EXISTING OVERHEAD ELECTRICAL LINE

EXISTING UNDERGROUND ELECTRICAL LINE

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING UNDERGROUND CATV LINE

EXISTING UNDERGROUND COMMUNICATIONS LINE

ITEMS TO BE DEMOLISHED

DEMOLISH UNDERGROUND COMMUNICATIONS CABLE AND CONDUIT

BETWEEN EXISTING HANDHOLES.

DEMOLITION KEYNOTES:

DE1

DESCRIPTIONNO.

DEMOLISH EXISTING UNDERGROUND COMMUNICATIONS CABLE AND

ABANDON EXISTING CONDUIT. CAP ABANDONED CONDUIT.

DE2

EXISTING HANDHOLE TO REMAIN.DE3

R S

P

N G

H

B W

M

H

BLDG 1630

BLDG 1628

BLDG 1637

BLDG

1632A

EXISTING

COMMUNICATIONS

HANDHOLE

E3

E1

E1

E1

E2

E2

E2

E3

E4

E4

E5

E5

E5 E5

BLDG

EXISTING

COMMUNICATIONS

HANDHOLE

E6

COMMUNICATIONS

ROOM

COMMUNICATIONS

ROOM

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N

B

Y

D E

S I G

N

B

Y

S B

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

C K

D

B

Y x

D

C

B

A

F I

M

B E

R

P L O

T

S

C A

L E

P L O

T

D

A T

E

SHEET OF

o n

H o r i v e

L a d s o n

S o u r o l i n a

C E o j e c t

N o

P P r o j e c t

M a n a g e r

B r a d

M i n o r

A s i n d i c a t e d

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

N A

V A

L

A

A

T I O

N

J O

I N

T

R

E S

E R

S

E

F O

R

T H

T

X

D

F A

D

10-8-2015

ES101

C O

M M

U N

I C

A T

I O

R

K

S I T

E

P

L A

N

COMMUNICATIONS NEW WORK SITE PLAN

A1

SCALE: 1" = 20'

GRAPHIC SCALE

SCALE: 1" = 20'

20' 0 20' 40'

N

O

R

T

H

1. ALL ELECTRICAL WORK IS TO BE DONE IN ACCORDANCE WITH THE CURRENT

EDITION OF NFPA 70: NATIONAL ELECTRICAL CODE. UFC 3-580-01

TELECOMMUNICATIONS BUILDING CABLING SYSTEMS PLANNING AND DESIGN AND

NAS FT. WORTH STATEMENT OF OBJECTIVE FOR "PREMISE WIRING AND NETWORK

EQUIPMENT INSTALLATION FOR THE 301 FIGHTER WING" DATED MARCH 12, 2014.

2. MATERIALS ARE TO BE NEW AND CONFORM TO THE STANDARDS OF THE

UNDERWRITER'S LABORATORIES, INC. (U.L.) AND THE NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION (NEMA).

3. ALL PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS AND SMOKE

PARTITIONS SHALL BE SEALED WITH AN APPROVED FIRE PROOFING SEALANT OR

U.L. LISTED PENETRATION DEVICE.

4. ELECTRICAL DRAWING IS GENERALLY DIAGRAMMATIC. COORDINATE WORK WITH

ALL TRADES PRIOR TO START OF CONSTRUCTION.

5. CONTRACTOR IS TO BE AWARE OF ALL RULES, REGULATIONS, AND CODES

REQUIRED FOR SUCCESSFUL COMPLETION OF CONSTRUCTION.

6. ALL NEW COMMUNICATIONS DUCTBANKS AND CABLES ARE TO BE INSTALLED AND

CABLES TERMINATED IN COMMUNICATIONS ROOMS IN BUILDINGS 1628, 1632, AND

1637 PRIOR TO ANY DEMOLITION WORK.

7. CONTRACTOR TO TERMINATE NEW COPPER CABLES ON NEW 110 TERMINATION

BLOCKS AND NEW FIBER OPTIC CABLES IN NEW FIBER OPTIC DISTRIBUTION

PANELS LOCATED IN EXISTING COMMUNICATIONS ROOMS. BASE PERSONNEL TO

CONNECT TO EXISTING COMMUNICATIONS SYSTEM EQUIPMENT.

GENERAL NOTES:

LEGEND

EXISTING OVERHEAD ELECTRICAL LINE

EXISTING UNDERGROUND ELECTRICAL LINE

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING UNDERGROUND CATV LINE

NEW UNDERGROUND FIBER OPTIC CABLE IN DUCTBANK

NEW UNDERGROUND COPPER TELEPHONE CABLE IN DUCTBANK

NEW 2'x3' CONCRETE HANDHOLE

NEW 3'x5' CONCRETE HANDHOLE

PROVIDE 2-WAY DUCTBANK WITH 4" CONDUIT. PROVIDE TWO 12 STRAND

SINGLE MODE FIBER OPTIC CABLES AND ONE 24 STRAND SINGLE MODE FIBER

OPTIC CABLE IN ONE 4" CONDUIT. PROVIDE ONE 100 PAIR COPPER TELEPHONE

CABLE AND TWO 50 PAIR COPPER TELEPHONE CABLES IN SECOND 4" CONDUIT.

SEE SHEET E-501 FOR DUCTBANK DETAILS. PROVIDE 3 CELL FABRIC

INNERDUCT IN EACH CONDUIT.

NEW WORK KEYNOTES:

E1

DESCRIPTIONNO.

E1

PROVIDE 2-WAY DUCTBANK WITH 4"CONDUIT. PROVIDE ONE 12 STRAND

SINGLE MODE FIBER OPTIC CABLE IN ONE 4" CONDUIT. PROVIDE ONE 50 PAIR

COPPER TELEPHONE CABLE IN SECOND 4" CONDUIT. PROVIDE 3 CELL FABRIC

INNERDUCT IN EACH CONDUIT.

E2

PROVIDE 2-WAY DUCTBANK WITH 4" CONDUIT. PROVIDE ONE 24 STRAND

SINGLE MODE FIBER OPTIC CABLE IN ONE 4"CONDUIT. PROVIDE ONE 100 PAIR

COPPER TELEPHONE CABLE IN SECOND 4" CONDUIT. PROVIDE 3 CELL FABRIC

INNERDUCT IN EACH CONDUIT.

E3

PROVIDE 2-WAY DUCTBANK WITH 4" CONDUIT. PROVIDE ONE 24 STRAND

SINGLE MODE FIBER OPTIC CABLE AND PROVIDE ONE 12 STRAND SINGLE

MODE FIBER OPTIC CABLE IN ONE 4"CONDUIT. PROVIDE ONE 100 PAIR COPPER

TELEPHONE CABLE AND ONE 50 PAIR COPPER TELEPHONE CABLE IN SECOND

4" CONDUIT. PROVIDE 3 CELL FABRIC INNERDUCT IN EACH CONDUIT.

E4

PROVIDE NEW HANDHOLE. SEE SHEET E-501 FOR HANDHOLE DETAILSE5

CTVX

CONTRACTOR TO SPLICE NEW COPPER AND FIBER OPTIC CABLES TO EXISTING

CABLES AFTER DEMOLITION OF CABLES TO BUILDINGS 1628, 1632, AND 1637.

E6

R S

P

N G

H

B W

M

H

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N

B

Y

D E

S I G

N

B

Y

S B

S I Z

E

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

C K

D

B

Y x

D

C

B

A

F I

M

B E

R

P L O

T

S

C A

L E

P L O

T

D

A T

E

SHEET OF

o n

H o r i v e

L a d s o n

S o u r o l i n a

C E o j e c t

N o

P P r o j e c t

M a n a g e r

B r a d

M i n o r

A s i n d i c a t e d

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

N A

V A

L

A

A

T I O

N

J O

I N

T

R

E S

E R

S

E

F O

R

T H

T

X

D

F A

D

10-8-2015

E-501

PVC CONDUIT (TYP)

4" SCHD. 40 3

3"

3"

CONCRETE

3000 PSI

GRANULAR BEDDING

ASPHALT

CONDITION

4"

CONDITION

GRASS

ASPHALT PAVEMENT

CONCRETE ELECTRICAL

DUCT, SEE DETAILS THIS

SHEET FOR

CONFIGURATIONS

APPROVED

COMPACTED

BACKFILL IN 6"

MAX. LIFTS

UNDISTURBED EDGE

OF TRENCH

WARNING TAPE

DUCT BANK DETAIL

D5

SCALE: NOT TO SCALE

CONDUIT TRENCH DETAIL

C3

SCALE: NOT TO SCALE

5"X5" HINGE

L 2-1/2" X 2-1/4"

GROUND ROD

& CLAMP

6"

HANDHOLE

TYPE 1

TYPE 2

A

A

3'-0"

5'-0"

A

6"

HINGE-WELDED TO FRAME

CUT HINGE PLATE

1-3/4"X9/6" FLAT PL.

AS SHOWN

1/2" PLUG WELD

& COVER

B

DUCT ENTRANCE

1/8"

1-3/4"

3/4"

1/8"

B

1/2" FLOOR PLATE RAISED

PATTERN

(COVER NOT SHOWN)

ANCHORS

6"

A

A

6"

A

HANDLE

DETAIL ABOVE

SEAL,SEE

A

ANCHOR

DOOR

SECTION A-A PLAN

SECTION OF FRAME

SECTION B-B

SEAL DETAIL

PLAN OF COVER

STANDARD COMMUNICATIONS HANDHOLE

B1

SCALE: NOT TO SCALE

PROVIDE 50 PAIR (BLDG. 1628

AND 1632) AND 100 PAIR

(BLDG. 1637) 24 AWG COPPER

VOICE BACKBONE CABLE, 4"C

WALL MOUNTED

110 TERMINATION BLOCK

TO EXISTING COMMUNICATIONS

HANDHOLE. SEE NEW WORK

KEYNOTE E6 ON SHEET ES101

COPPER CABLE TERMINATION DETAIL

B4

SCALE: NOT TO SCALE

FIBER OPTIC CABLE TERMINATION DETAIL

B3

SCALE: NOT TO SCALE

PROVIDE 12 STRAND (BLDG. 1628

AND 1632) AND 24 STRAND (BLDG.

1637) SINGLE MODE FIBER OPTIC

BACKBONE CABLE, 4"C

TO EXISTING COMMUNICATIONS

HANDHOLE. SEE NEW WORK

KEYNOTE E6 ON SHEET ES101

FODP

PROVIDE NEW FIBER OPTIC

DISTRIBUTION PANEL WITH FUSION

SPLICE PIGTAIL IN COMMUNICATION

ROOM IN BLDGS. 16228, 1632, AND 1637

PROVIDE NEW TERMINATION BLOCK

IN EXISTING COMMUNICATIONS ROOM

IN BLDGS. 1628, 1632, AND 1637

TOP

FRONT RIGHT SIDE

RACKS

55.25

64.25

RACK HOOKS

7.5

18.0

14.0

10.0

4.0

3/4"

'A'

HANDHOLE CABLE RACKS

A4

SCALE: NOT TO SCALE

RACK EXTENSION

(0.5" T)

0.5625"

RACK HOOK

(3/16" T)

1 1/2"

1 1/2"

RACK (0.1875" T)

RACK EXTENSION

(0.5" T)

1/2"

RACK HOOK

(3/16" T)

2 1/4"

4 1/4"

3 5/8"

9/16" DIAMETER

RACK EXTENSION

1"

RACK HOOK

1 1/2" INTERVAL

'B'

5/8"

RACK

RACK

(0.1875" T)

L (in)

'A'

NO. OF

HOLES

L (in)

'B'

E L E

C T

R I C

A L

D

E T

A I L S

NOTE:

1. SEE DETAILS OF CABLE RACKS,

DUCT ENTRANCE, AND PULLING-IN

IRONS ON THIS SHEET.

5/8"Ø ANCHOR

ROD WELDED TO

ANGLE FRAME

1/2" FLOOR PL.

RAISED PATTERN

SLOPE FL.

TO SUMP

7/8"Ø PULLING-

IN IRON

NO. 3 RODS AT

12" EW

A

1/2" PLUG

WELDS 9"O.C.

DUCT ENTRANCE. LOCATION

TO BE AS INDICATED

7/8"Ø

PULLING-

IN IRONS

12" SQUARE

BY 12" DEEP

SUMP

2-1/2" X 3/8" SEAL

WELDED TO ONE

SIDE OF THE DOOR

1/2" PLUG WELD

1 1/4"

R S

P

N G

H

B W

M

H