Attachment 5 90percent Design Drawings 2020.pdf

90% DESIGN

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DRAFTED BY:

DESIGNED BY:

DATE:

G-001

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

04 APR 2021

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823D RED HORSE

REVIEWED BY:

COVER SHEET

823D RED HORSE SQUADRON

CONSTRUCT AFRL LRSF COMM DUCT

EGLIN AFB

S

Sheet List Table Sheet Number Sheet Description Sheet Title

01 G-001 COVER SHEET

02 G-002 GENERAL NOTES

03 G-003 GENERAL NOTES CONT.

04 C-101 PROJECT LOCATION

05 C-102 PROPOSED SITE PLAN

06 C-103 PROPOSED DEMOLITION PLAN

07 T-101

PROPOSED COMMUNICATION LINE & HAND

HOLE 1-2

08 T-102

PROPOSED COMMUNICATION LINE & HAND

HOLE 2-3

09 T-103

PROPOSED COMMUNICATION LINE & HAND

HOLE 3-4

10 T-104

PROPOSED COMMUNICATION LINE & HAND

HOLE 4

11 T-105

PROPOSED COMMUNICATION LINE & HAND

HOLE 4-5

12 T-106

PROPOSED COMMUNICATION LINE & HAND

HOLE 5-6

13 T-107

PROPOSED COMMUNICATION LINE & HAND

HOLE 6-8

14 T-108

PROPOSED COMMUNICATION LINE & HAND

HOLE 9-11

15 T-501 COMMUNICATION LINE DETAIL

16 T-502 HAND HOLD DETAIL PLAN

17 T-503 DETAIL PLAN

APPROVAL AGENCY SIGNATURE DATE

BASE CE REP

END USER REP

823 RHS OPERATIONS

823 RHS ENGINEERING

OTHER

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PROJECT NO.:

DRAFTED BY:

DESIGNED BY:

DATE:

G-002

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

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823D RED HORSE

REVIEWED BY:

GENERAL NOTES

NOTES:

Hand Hole Guidelines:

1. Ensure appropriate MHs number is permanently stenciled by the application of paint on the inside top interior within the first12” with a number designated by the 96 CS. Shall be permanently stenciled by the application of pain ton the wall above each duct bank and in each building and maintenance hole indicating the connecting building/maintenance hole at the other end of the duct (Example, “To MH-200”)

2. Shall be equipped with corrosion-resistant pulling irons and cable racks that are grounded and a sump for drainage.

3. Shall be installed on a leveled, crushed, washed, gravel base of sufficient depth, a minimum thickness of 6” under the entire structure and extending past the foundation or all outer edges by 3” or more.

4. May be spaced up to 800' apart using the ground plane view.

5. Shall have a maintenance hole installed within 50' of facility telecommunication entrance.

6. Shall include ground rods and bonding ribbon.

Duct Placement:

1. Shall be swept down and installed in the lowest available duct positions within the lowest available duct window in the MH.

2. Conduits shall terminate in bell ends or duct terminators at the point of entrance into the MHs and buildings.

3. Main conduits entering poured-in-place or precast MHs shall be located in the lower portion of the end wall and centered between end walls.

Four Inch Duct Fill:

1. A minimum of two 4” or larger conduit/duct installed in any given duct bank/system shall be populated with three each, three inch, three cell geotextile for maximum cable placement.

2. When installed conduits near other ducts or electrical, must have 12” of dirt separation.

Pull String:

1. Pull string, pull rope or pull tape rated at not less than 600 lbs tensile strength shall be installed in each new individual conduit, duct and or sub-duct.

2. A minimum of 5' shall be provided at each end of the conduit. Excess pull string shall be coiled and secured to the closest manhole rack or pulling eye.

Plugs:

1. All ducts shall be plugged using universal duct plugs or removable putty sealants in all MHs, hand holes and building entrances.

Bends and Sweeps:

1. Accomplish changes in the direction of runs exceeding a total of 10 degrees, either vertically or horizontally, by long sweeping bends having a minimum radius of 20'. Long sweeps may be made up of one or more curved or straight sections and/or combinations thereof.

2. Bends made manually shall not reduce the internal diameter of the conduit.

3. There shall be no more than the equivalent of two 90-degree bends (180 degrees total) between pull points, including offsets and kicks with a curvature radius of less than 10'.

4. Back to back 90-degree bends shall not be utilized.

Section Lengths:

1. The section length of conduit shall not exceed 800' between pulling points in main conduit runs.

2. New duct runs shall consist of a minimum of 6-way, 4” duct banks.

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PROJECT NO.:

DRAFTED BY:

DESIGNED BY:

DATE:

G-003

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

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823D RED HORSE

REVIEWED BY:

NOTES CONTINUED:

Depth of Cover:

1. At least 36” of cover are required above the top of the duct bank.

2. At least 24” of cover are required under roads or sidewalks (if duct is concrete-encased).

3. At a minimum, the duct system shall be encased under all traffic areas, where any bend/sweep exceeds 10 degrees in any direction, in any stream/drainage area subject to washing out, and in major construction zones.

4. The encasement/pipe shall be extended a minimum of 6 feet beyond the roadbed for all road crossings.

5. Install conduits in concrete encasement of rectangular cross-section providing a minimum of 3 inch concrete cover around ducts.

6. Depths to top of the concrete envelope must be no less than 24 inches below finished grade.

7. Installer shall use only one brand of Portland cement that conforms to American Society for Testing and Materials (ASTM) C 150.

8. The concrete shall be a wet type mix and shall be placed in such a manner as to ensure the concrete completely surrounds all ducts and that no air or voids are trapped in the mix.

9. Concrete used to encase conduits shall be a minimum compressive strength of 3,000 PSI at 28 days.

10. For ducts installed in solid rock, the cover shall consist of at least 6” of concrete.

11. If rock is encountered below grade, the minimum cover above the concrete-encased duct shall be 12”.

Trench Width:

1. At least 2” of space around ducts.

Warning Tape:

1. The tape shall be a minimum of 3” wide and orange with the appropriate warning message.

2. Shall be installed 18” above any communication duct system.

Tracer Wire:

1. Install ½” duct with a single 14 AWG copper wire.

2. Wire shall be continuous throughout duct system and secured to the MHs walls within 6” of the top of the MHs, accessible without having to enter the hole and not connected to grounds.

3. The tracer will be secured and tagged with a label so indicating it as “Duct Tracker Wire to xxx-Do Not Remove”.

Marker Poles:

1. Route markers only required every 500' when not in line of sight of last route marker.

2. Additional markers are required along all communications pathways at a Max of 500', line of sight or less; whichever is shorter and/or at each change in route direction and on both sides of street crossings.

3. Top section of marker pole should read “CONTACT EGLIN BASE COMMUNICATIONS PRIOR TO EXCAVATION AT 882-2581”

4. 66" markers will be trenched at 18" with sack of concrete to hold in place.

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DESIGNED BY:

DATE:

C-101

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

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823D RED HORSE

REVIEWED BY:

PROJECT LOCATION

SCALE:

"= 1'

AutoCAD SHX Text

EXISITING HH

NEW HH(1)

4'x6'

NEW HH(3)

4'x6'

NEW HH(4)

4'x6'

NEW HH(5)

4'x6'

NEW HH(6)

4'x6'

NEW HH(7)

4'x6'

NEW HH(8)

4'x6'

NEW HH(9)

4'x6'

NEW HH(11)

4'x6'

215'

NEW HH(2)

4'x6'

65'

730'

515'

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NEW HH(10)

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480'

EXISTING WATER LINE

EXISTING HIGH

VOLTAGE LINE

EXISTING HIGH

VOLTAGE LINE

EXISTING HIGH

VOLTAGE LINE

EXISTING HIGH

VOLTAGE LINE

6" CURB

90% DESIGN

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DESIGNED BY:

DATE:

C-102

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

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823D RED HORSE

REVIEWED BY:

PROPOSED SITE PLAN

SCALE: NTS

NOTES:

1. COMMUNICATION LINE IS MADE OF 4" HDPE FLEX

NON-METALLIC PIPE WITH #14AWG AND TRACESAFE

AutoCAD SHX Text

REFER TO NOTE #7

EXISTING HIGH

VOLTAGE LINE

EXISTING HIGH

VOLTAGE LINE

EXISTING HIGH

VOLTAGE LINE

94'-9

20'-5

40'-6

45'-5

199'-10

90% DESIGN

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DESIGNED BY:

DATE:

C-103

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

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823D RED HORSE

REVIEWED BY:

PROPOSED DEMOLITION PLAN

SCALE: ----

LEGEND:

TREE CLEARING PHASE 1

TREE CLEARING PHASE 2

TREE CLEARING PHASE 3

COMMUNICATION LINE

NOTES:

1. PHASE 1 TREE CLEARING NEEDS

TO BE DONE FOR PRELIMINARY

SURVEY

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SHEET ID:

PROJECT NO.:

DRAFTED BY:

DESIGNED BY:

DATE:

T-101

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

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823D RED HORSE

REVIEWED BY:

PROPOSED COMMUNICATION LINE & HAND HOLE 1-2

SCALE: 1/32"=1'-0"

NOTES:

1. COMMUNICATION LINE IS MADE OF 4" HDPE FLEX

NON-METALLIC PIPE WITH #14AWG AND TRACESAFE

2. WHERE COMMUNICATION DUCT BANK PATH REQUIRES

EXCAVATION OF ROAD OR TRAIL, CONES OR

BARRIERS SHALL BE SETUP TO REROUTE TRAFFIC.

3. AVOID USING ROAD OR TRAIL FOR AT LEAST 14 DAYS

OR UNTIL CONCRETE ENCASEMENT REACHES

REQUIRED 3000 PSI COMPRESSIVE STRENGTH.

4. DURING CONCRETE POURS FOR ENCASEMENT,

ENSURE THAT CONDUITS HAVE ADEQUATE

PROTECTION TO AVOID PUNCTURING.

5. ENSURE APPROPRIATE STEPS ARE TAKEN TO

PREVENT SINKING/FLOATING. INSTALL CHAIRS, TIE

DOWNS, SEPARATORS, ETC. AS NEEDED.

T-503

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T-503

T-503

T-503

T-503

NEW HH(3)

4'x6'

215'

NEW HH(2)

4'x6'

730'

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90% DESIGN

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DRAFTED BY:

DESIGNED BY:

DATE:

T-102

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

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823D RED HORSE

REVIEWED BY:

PROPOSED COMMUNICATION LINE & HAND HOLE 2-3

SCALE:

"=1'-0"

NOTES:

1. COMMUNICATION LINE IS MADE OF 4" HDPE FLEX

NON-METALLIC PIPE WITH #14AWG AND TRACESAFE

2. WHERE COMMUNICATION DUCT BANK PATH REQUIRES

EXCAVATION OF ROAD OR TRAIL, CONES OR

BARRIERS SHALL BE SETUP TO REROUTE TRAFFIC.

3. AVOID USING ROAD OR TRAIL FOR AT LEAST 14 DAYS

OR UNTIL CONCRETE ENCASEMENT REACHES

REQUIRED 3000 PSI COMPRESSIVE STRENGTH.

4. DURING CONCRETE POURS FOR ENCASEMENT,

ENSURE THAT CONDUITS HAVE ADEQUATE

PROTECTION TO AVOID PUNCTURING

5. ENSURE APPROPRIATE STEPS ARE TAKEN TO

PREVENT SINKING/FLOATING. INSTALL CHAIRS, TIE

DOWNS, SEPARATORS, ETC. AS NEEDED.

T-503

T-503

T-503

T-503

T-503

T-503

T-503

NEW HH(3)

NEW HH(4)

4'x6'

215'

515'

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90% DESIGN

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DRAFTED BY:

DESIGNED BY:

DATE:

T-103

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

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823D RED HORSE

REVIEWED BY:

PROPOSED COMMUNICATION LINE & HAND HOLE 3-4

SCALE:

"= 1'-0"

NOTES:

1. COMMUNICATION LINE IS MADE OF 4" HDPE FLEX

NON-METALLIC PIPE WITH #14AWG AND TRACESAF

2. COMMUNICATION LINE WILL BE ENCASED IN

CONCRETE WHEN INTERSECTING UNDERNEATH

ROADWAYS

3. WHERE COMMUNICATION DUCT BANK PATH REQUIRES

EXCAVATION OF ROAD OR TRAIL, CONES OR

BARRIERS SHALL BE SETUP TO REROUTE TRAFFIC.

4. AVOID USING ROAD OR TRAIL FOR AT LEAST 14 DAYS

OR UNTIL CONCRETE ENCASEMENT REACHES

REQUIRED 3000 PSI COMPRESSIVE STRENGTH.

5. DURING CONCRETE POURS FOR ENCASEMENT,

ENSURE THAT CONDUITS HAVE ADEQUATE

PROTECTION TO AVOID PUNCTURING.

6. ENSURE APPROPRIATE STEPS ARE TAKEN TO

PREVENT SINKING/FLOATING. INSTALL CHAIRS, TIE

DOWNS, SEPARATORS, ETC. AS NEEDED.

7. CONCRETE ENCASED TRENCH 24" DEEP, 3" COVER, 6'

PAST ROAD. TRENCH WILL BE 20" WIDE.

T-503

T-503

T-503

T-503

T-503

T-503

T-503

AutoCAD SHX Text

REFER TO NOTE #7

NEW HH(4)

NEW HH(5)

4'x6'

515'

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90% DESIGN

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PROJECT NO.:

DRAFTED BY:

DESIGNED BY:

DATE:

T-104

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

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823D RED HORSE

REVIEWED BY:

PROPOSED COMMUNICATION LINE & HAND HOLE 4

SCALE:

"= 1'-0"

NOTES:

1. COMMUNICATION LINE IS MADE OF 4" HDPE FLEX

NON-METALLIC PIPE WITH #14AWG AND TRACESAFE

2. WHERE COMMUNICATION DUCT BANK PATH REQUIRES

EXCAVATION OF ROAD OR TRAIL, CONES OR

BARRIERS SHALL BE SETUP TO REROUTE TRAFFIC.

3. AVOID USING ROAD OR TRAIL FOR AT LEAST 14 DAYS

OR UNTIL CONCRETE ENCASEMENT REACHES

REQUIRED 3000 PSI COMPRESSIVE STRENGTH.

4. DURING CONCRETE POURS FOR ENCASEMENT,

ENSURE THAT CONDUITS HAVE ADEQUATE

PROTECTION TO AVOID PUNCTURING.

5. ENSURE APPROPRIATE STEPS ARE TAKEN TO

PREVENT SINKING/FLOATING. INSTALL CHAIRS, TIE

DOWNS, SEPARATORS, ETC. AS NEEDED.

T-503

T-503

T-503

T-503

NEW HH(4)

NEW HH(5)

4'x6'

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480'

EXISTING HIGH

VOLTAGE LINE

90% DESIGN

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PROJECT NO.:

DRAFTED BY:

DESIGNED BY:

DATE:

T-105

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

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823D RED HORSE

REVIEWED BY:

PROPOSED COMMUNICATION LINE & HAND HOLE 4-5

SCALE:

"= 1'-0"

NOTES:

1. COMMUNICATION LINE IS MADE OF 4" HDPE FLEX

NON-METALLIC PIPE WITH #14AWG AND TRACESAFE

2. WHERE COMMUNICATION DUCT BANK PATH REQUIRES

EXCAVATION OF ROAD OR TRAIL, CONES OR

BARRIERS SHALL BE SETUP TO REROUTE TRAFFIC.

3. AVOID USING ROAD OR TRAIL FOR AT LEAST 14 DAYS

OR UNTIL CONCRETE ENCASEMENT REACHES

REQUIRED 3000 PSI COMPRESSIVE STRENGTH.

4. DURING CONCRETE POURS FOR ENCASEMENT,

ENSURE THAT CONDUITS HAVE ADEQUATE

PROTECTION TO AVOID PUNCTURING.

5. ENSURE APPROPRIATE STEPS ARE TAKEN TO

PREVENT SINKING/FLOATING. INSTALL CHAIRS, TIE

DOWNS, SEPARATORS, ETC. AS NEEDED.

T-503

T-503

T-503

T-503

NEW HH(6)

730'

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

EXISTING HIGH

VOLTAGE LINE

EXISTING HIGH

VOLTAGE LINE

90% DESIGN

C O

N S

T R

U C

T

A

F R

L

L R

S F

C O

C

T

E G

L

B

P R

O P

O S

M

M U

N I C

A T

I O

N

L

I N

N

D

H

O L

E

S Y

M B

O L

D A

T E

A P

P R

D

E S

C R

I P

T I O

N

SHEET:

SHEET ID:

PROJECT NO.:

DRAFTED BY:

DESIGNED BY:

DATE:

T-106

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

R

U

A D

R O

N

H U

R L

B U

E

L D

F

L

D E

P A

R T

M E

T

R

M

B A

T

C

O M

M A

C C

R E

V I S

I O

N S

823D RED HORSE

REVIEWED BY:

PROPOSED COMMUNICATION LINE & HAND HOLE 5-6

SCALE:

"= 1'-0"

NOTES:

1. COMMUNICATION LINE IS MADE OF 4" HDPE FLEX

NON-METALLIC PIPE WITH #14AWG AND TRACESAFE

2. WHERE COMMUNICATION DUCT BANK PATH REQUIRES

EXCAVATION OF ROAD OR TRAIL, CONES OR

BARRIERS SHALL BE SETUP TO REROUTE TRAFFIC.

3. AVOID USING ROAD OR TRAIL FOR AT LEAST 14 DAYS

OR UNTIL CONCRETE ENCASEMENT REACHES

REQUIRED 3000 PSI COMPRESSIVE STRENGTH.

4. DURING CONCRETE POURS FOR ENCASEMENT,

ENSURE THAT CONDUITS HAVE ADEQUATE

PROTECTION TO AVOID PUNCTURING.

5. ENSURE APPROPRIATE STEPS ARE TAKEN TO

PREVENT SINKING/FLOATING. INSTALL CHAIRS, TIE

DOWNS, SEPARATORS, ETC. AS NEEDED.

T-503

T-503

NEW HH(6)

NEW HH(7)

4'x6'

NEW HH(8)

4'x6'

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C C

656'

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

730'

EXISTING HIGH

VOLTAGE LINE

90% DESIGN

C O

N S

T R

U C

T

A

F R

L

L R

S F

C O

C

T

E G

L

B

P R

O P

O S

M

M U

N I C

A T

I O

N

L

I N

N

D

H

O L

E

S Y

M B

O L

D A

T E

A P

P R

D

E S

C R

I P

T I O

N

SHEET:

SHEET ID:

PROJECT NO.:

DRAFTED BY:

DESIGNED BY:

DATE:

T-107

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

R

U

A D

R O

N

H U

R L

B U

E

L D

F

L

D E

P A

R T

M E

T

R

M

B A

T

C

O M

M A

C C

R E

V I S

I O

N S

823D RED HORSE

REVIEWED BY:

PROPOSED COMMUNICATION LINE & HAND HOLE 6-8

SCALE:

"= 1'-0"

NOTES:

1. COMMUNICATION LINE IS MADE OF 4" HDPE FLEX

NON-METALLIC PIPE WITH #14AWG AND TRACESAFE

2. WHERE COMMUNICATION DUCT BANK PATH REQUIRES

EXCAVATION OF ROAD OR TRAIL, CONES OR

BARRIERS SHALL BE SETUP TO REROUTE TRAFFIC.

3. AVOID USING ROAD OR TRAIL FOR AT LEAST 14 DAYS

OR UNTIL CONCRETE ENCASEMENT REACHES

REQUIRED 3000 PSI COMPRESSIVE STRENGTH.

4. DURING CONCRETE POURS FOR ENCASEMENT,

ENSURE THAT CONDUITS HAVE ADEQUATE

PROTECTION TO AVOID PUNCTURING.

5. ENSURE APPROPRIATE STEPS ARE TAKEN TO

PREVENT SINKING/FLOATING. INSTALL CHAIRS, TIE

DOWNS, SEPARATORS, ETC. AS NEEDED.

T-503

T-503

T-503

T-503

T-503

T-503

NEW HH(9)

NEW HH(11)

4'x6'

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

730'

730'

C

C

C

C

196'-4

NEW HH(10)

4'x6'

6" CURB

90% DESIGN

C O

N S

T R

U C

T

A

F R

L

L R

S F

C O

C

T

E G

L

B

P R

O P

O S

M

M U

N I C

A T

I O

N

L

I N

N

D

H

O L

E

S Y

M B

O L

D A

T E

A P

P R

D

E S

C R

I P

T I O

N

SHEET:

SHEET ID:

PROJECT NO.:

DRAFTED BY:

DESIGNED BY:

DATE:

T-108

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

R

U

A D

R O

N

H U

R L

B U

E

L D

F

L

D E

P A

R T

M E

T

R

M

B A

T

C

O M

M A

C C

R E

V I S

I O

N S

823D RED HORSE

REVIEWED BY:

PROPOSED COMMUNICATION LINE & HAND HOLE 9-11

SCALE:

"= 1'-0"

NOTES:

1. COMMUNICATION LINE IS MADE OF 4" HDPE FLEX

NON-METALLIC PIPE WITH #14AWG AND TRACESAFE

2. WHERE COMMUNICATION DUCT BANK PATH REQUIRES

EXCAVATION OF ROAD OR TRAIL, CONES OR

BARRIERS SHALL BE SETUP TO REROUTE TRAFFIC.

3. AVOID USING ROAD OR TRAIL FOR AT LEAST 14 DAYS

OR UNTIL CONCRETE ENCASEMENT REACHES

REQUIRED 3000 PSI COMPRESSIVE STRENGTH.

4. DURING CONCRETE POURS FOR ENCASEMENT,

ENSURE THAT CONDUITS HAVE ADEQUATE

PROTECTION TO AVOID PUNCTURING.

5. ENSURE APPROPRIATE STEPS ARE TAKEN TO

PREVENT SINKING/FLOATING. INSTALL CHAIRS, TIE

DOWNS, SEPARATORS, ETC. AS NEEDED.

6. INSTALL 6" CURB TO KEEP WATER OUT OF HH (9).

G

R

E

E

S

CURB DETAIL

T-503

T-503

T-503

T-503

T-503

T-503

T-503

T-503

4" SEPARATOR BRACKET 4" SEPARATOR BRACKET 4" SEPARATOR BRACKET

4'X6' HH

4" HDPE FLEX

NON-METALLIC PIPE

90% DESIGN

C O

N S

T R

U C

T

A

F R

L

L R

S F

C O

C

T

E G

L

B

C O

M M

U N

I C

A T

I O

N

L

I N

E

D

E T

A I L

S Y

M B

O L

D A

T E

A P

P R

D

E S

C R

I P

T I O

N

SHEET:

SHEET ID:

PROJECT NO.:

DRAFTED BY:

DESIGNED BY:

DATE:

T-501

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

R

U

A D

R O

N

H U

R L

B U

E

L D

F

L

D E

P A

R T

M E

T

R

M

B A

T

C

O M

M A

C C

R E

V I S

I O

N S

823D RED HORSE

REVIEWED BY:

COMMUNICATION LINE DETAIL

SCALE: NTS

6'-0"

6" 5'-0" 6"

2" PVC SLEEVES

FOR WEEP HOLES

(LOCATED 2"x2" FROM

EA. CORNER)

MAINTENANCE HOLE

3'x5'x4'

TYPE - 1

W/ GRATE COVER

INWESCO H-20 RATED GALV. STEEL

TORSION-ASSIST FRAM & COVER

LETTERING: "COMMUNICATIONS"

FLUSH-MOUNT

PULLING IRONS

(TYP)

(LOCATED 6"x6" FROM

ONE CORNER)

1'-0"

TYP

PLAN VIEW

SCALE: 1/2" = 1'-0"

1'-0"

TYP

3'-0"

TYP

1'-0"

TYP

2" HOLES FOR

RACKING INSERTS

2" BOWCO TERMINATORS

FOR PVC CONDUIT (TYP)

LOCATED AS SHOWN

BONDING RIBBON

(TYP)

6"

TYP

2'-0"

TYP

6"

TYP

8"

TYP

5'-0"

VIEW A - TYP TWO WALLS

SCALE: 1/2" = 1'-0"

CABLE LOOP

(GREEN)

VIEW B - TYP TWO WALLS

SCALE: 1/2" = 1'-0"

T Y

P

T Y

P

T Y

P

T Y

P

T Y

P

T Y

P

90% DESIGN

C O

N S

T R

U C

T

A

F R

L

L R

S F

C O

C

T

E G

L

B

H A

L

D

D

E T

A

A

N

S Y

M B

O L

D A

T E

A P

P R

D

E S

C R

I P

T I O

N

SHEET:

SHEET ID:

PROJECT NO.:

DRAFTED BY:

DESIGNED BY:

DATE:

T-502

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

R

U

A D

R O

N

H U

R L

B U

E

L D

F

L

D E

P A

R T

M E

T

R

M

B A

T

C

O M

M A

C C

R E

V I S

I O

N S

823D RED HORSE

REVIEWED BY:

HAND HOLD DETAIL PLAN

SCALE: NTS

3" SAND LAYER

4" PIPE

4" SEPARATOR BRACKET

3" SAND LAYER

4" PIPE

4" SEPARATOR BRACKET

4" CONCRETE

BACKFILL

3" SAND LAYER

4" SEPARATOR BRACKET

4" PIPE

M

A R

K

IN

G

/W

A R

N

IN

G

T A

P E

#14 AWG TRACESAFE #14 AWG TRACESAFE#14 AWG TRACESAFE

BACKFILLBACKFILL

D

E

G

R

E

E

S

M

A R

K

IN

G

/W

A R

N

IN

G

T A

P E

M

A R

K

IN

G

/W

A R

N

IN

G

T A

P E

90% DESIGN

C O

N S

T R

U C

T

A

F R

L

L R

S F

C O

C

T

E G

L

B

D E

T A

A

N

S Y

M B

O L

D A

T E

A P

P R

D

E S

C R

I P

T I O

N

SHEET:

SHEET ID:

PROJECT NO.:

DRAFTED BY:

DESIGNED BY:

DATE:

T-503

FTFA20DS02

SSGT PICKETT

CAPT JACOBS

28 APR 2021

R

U

A D

R O

N

H U

R L

B U

E

L D

F

L

D E

P A

R T

M E

T

R

M

B A

T

C

O M

M A

C C

R E

V I S

I O

N S

823D RED HORSE

REVIEWED BY:

DETAIL PLAN

SCALE: NTS

STANDARD TRENCH DETAIL

UTILITY DETAIL

NOTE: WHEN CROSSING PATHS WITH

EXISTING UTILITIES, A MINIMUM OF 12" OF

MATERIALS IS BETWEEN THE TWO UTILITIES.

IF EXISTING IS <= 36" DEEP, BURY NEW LINE

12" DEEPER.

ROUTE MARKER DETAIL

NOTE: ROUTE MARKERS

INSTALLED 2 AT EVERY

MAINTENANCE HOLE AND EVERY

500 FT OR LINE OF SIGHT AND/OR

AT EACH CHANGE OF DIRECTION

AND ON BOTH SIDES OF STREET

CROSSING. SEE GENERAL NOTES.

PARKING DETAIL TRENCH DETAIL W/ ENCASEMENT

NOTES:

1. 4" SEPARATOR

BRACKET SHALL BE

PLACED EVERY 5' IN

ACCORDANCE WITH

96CS DESIGN GUIDE

2.BACKFILL SHOULD BE IN

6" LIFTS COMPACTED

TO 95%.

T-503 T-503

T-503

T-503 T-503

T-503

CURB DETAIL

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

3"