Consolidated Attachments.pdf

PDF 11 MB Posted Jun 14, 2022

Attached to: Tyndall AFB Storm Water Drainage Repair
Solicitation number: FA481922R0011
Issued by: Department of the Air Force Air Combat Command

View the file

Other files

File	Type	Posted
Amendment 0003.pdf	PDF	Jun 15, 2022
Amendment 0002.pdf	PDF	Jun 14, 2022
Attachment 1 SOW Stormwater Drainage.pdf	PDF	Jun 10, 2022
Sign-in Sheet.pdf	PDF	Jun 10, 2022
Consolidated Q and A.xlsx	XLSX spreadsheet	Jun 10, 2022
Amendment 0001.pdf	PDF	Jun 10, 2022
Attachment 13 AF Form 813 Repair Stormwater Drainage.pdf	PDF	May 18, 2022
Attachment 7 AF Form 3000.pdf	PDF	May 18, 2022
Attachment 14 Division Cost Estimate.xls	XLS spreadsheet	May 18, 2022
Attachment 1 SOW Repair Storm Water Drainage.pdf	PDF	May 18, 2022
Attachment 3 Appendix B_Repair Storm Water Drainage.pdf	PDF	May 18, 2022
Attachment 4 Other Contract Requirements.pdf	PDF	May 18, 2022
Attachment 12 Proof of Financial Responsibility.pdf	PDF	May 18, 2022
Attachment 2 Appendix A_Repair Storm Water Drainage.pdf	PDF	May 18, 2022
Solicitation - FA481922R0011.pdf	PDF	May 18, 2022
Attachment 10 Sample RFI.PDF	PDF	May 18, 2022
Attachment 8 AF 3064.pdf	PDF	May 18, 2022
Attachment 5 WD Heavy - FL20220105.pdf	PDF	May 18, 2022
Attachment 9 AF3065.pdf	PDF	May 18, 2022
Attachment 6 AF Form 66.xls	XLS spreadsheet	May 18, 2022
Attachment 11 Base Access Request EAL.xlsx	XLSX spreadsheet	May 18, 2022

Show all 21

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Bars A And B At 45

Placed On Top Of

2-#7 Each Way

A M

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2020-21 SHEETINDEX

11/01/19

STRUCTURE BOTTOMS TYPE J AND P

425-010 1 5

� Type A Or B Riser

� Structure

@ 5" O.C.

2 Additional Bars A

(See Section A-A)

Perpendicular Bars A

#5 Hoop Bar

(See Section A-A)

Parallel Bars B

� Structure Bottom Reference Axis

#4 Hoop Bar

� Type A Or B Riser

Permitted)

(2 Lap Splices

2-#5 Hoop Bars

(See Note 10)

Corner Fillet

(Minimum #4 Bars)

A @ 5" O.C.

2 Additional Bars

(See Section B-B)

Bars A Short Way

(Minimum #4 Bars)

Side Of Opening

@ 5" Max. O. C. Each

2 Additional Bars B

(Minimum #4 Bars)

Side Of Opening

@ 5" Max. O. C. Each

2 Additional Bars B

(See Section B-B)

Bars B Long Way

� Type A Or B Riser

(See Section B-B)

Bars B Long Way (Minimum #4 Bars)

@ 5" O.C.

2 Additional Bars A

(1 Lap Splice Permitted)

#4 Hoop Bar

(See Section)

9-#4 Ties @ 12" Max. O.C.

Reinforcement

#5 Peripheral

Maintain Cover

As Required To

Rotate #4 Bars

Construction Joints.

425-001 for Optional

Permitted. See Index

Construction Joint

Wall Reinforcing

Reinforcement

#5 Peripheral

#4 Ties @ 12" O.C.

Bottom SlabBars BBars A

Top Slab

Bars A

Bars B

Bars A Bars B Bottom Slab

(See Note)

At Opening

Reinforcing

Extra

Top Slab

Bars A

Bars B

(See Table 8)

Horiz. Wall Reinf.

(Vertical Bars)

#4 @ 12" Ctrs.

(See Table 8)

Vertical Wall Reinf.

(See Table 8)

Horizontal Wall Reinf.

(Typ. For Walls) to Horizontal Bars

Or 2" Cl. (Double Layer)

3" Cl. (Single Layer) t� (Type B) t� (Type A) or

" Min.2

" (Typ.)2 1" to 14

10° Draft

Structure Wall For All Bar Sizes

4" Min. Beyond Inside Face of

Rebar Straight End Embedment

Embedment Beyond Inside Face

To Achieve Minimum Rebar

Extend Top and Bottom Slabs

Bottom Slab Reinforcing

Optional Shear Key

Shear Key

Top Slab Reinforcing to Maintain Cover

Bend Bars As Required

Optional Shear Key

Wall Reinforcing

& 1 Each Side)

@ 3" Min. Spacing

Opening (2 Above

Extra #4's At

� Structure Bottom

Sta./Offset Location

� Structure Bottom

Sta./Offset Location for Precast

(CIPL) See Table 1

#4 @ 12" Both Ways

Precast & 10' Dia.

See Table 1 for

Ways (CIPL 10' Dia.)

#4 @ 12" Both

3'-6" or 4'-0" Dia.

A A

(ALTERNATE A)

TOP SLAB REINFORCING STEEL DIAGRAM

(ALTERNATE B)

TOP SLAB REINFORCING STEEL DIAGRAM

SQUARE OPENING WITH CORNER FILLETS ROUND RISER OPENING

3'-6"

12"

B B

1'-6"

Max.

PLAN VIEW

Max.

1'-6"

SECTION C-C

SECTION A-A SECTION B-B

SPECIAL TOP SLAB*

(ALTERNATE A) (ALTERNATE B)

FOR PRECAST STRUCTURES

TYPICAL SLAB TO WALL DETAILS

AT TOP SLAB

AT BOTTOM SLAB

I n le t s

M a n h o le s

O r

J u n c t io n

B o x e s

E A

T o

B e

P a id

F o

U n d e r

T h e

C o n t r a c t it

P r ic e

F o r

S t r u c t u r e

B o t t o m (T y p e

R is e r

S h o w n

R is

I n le t

T o p

R e f e r e n c e

T o p

S la b

D p t h

S la b

T h ic k n e s s

(S e e

T a b le

S la b

T h ic k n e s s

(S e e

T a b le t� t�

(See Note 9)

2" Cl.

R e f e r e n c e

B o t t o m

S p t h details on this sheet.

be constructed according to the "Special Top Slab" riser or top slab, the top of the structure or riser shall not more than 1'-6" larger than the opening in the

When the inside diameter of a round structure is

*NOTE:

t� and two extra #4 bars at 3" min. spacing above each opening.

Provide one extra #4 bar reinforcement each side of each opening

NOTE:

S la b

T h ic k n e s s

(S e e

T a b le

R e f e r e n c e

B o t t o m

S p t h

S la b

T h ic k n e s s

R e f e r e n c e

T o p

S p t h

(S e e

T a b le

3" Cl.

S t r u c t u r e

B o t t o m (T y p e

R is e r

S h o w n

R is e r I n

I n le t

T o p

I n le t s

M a n h o

J u n c t io n

B o x e s

E A

T o

B e

P a id

F d e r

T h e

C o n t r a c it

P r ic e

F o r

C l.

1 A t

S h e a

K y

2" Clear

(Typ.)

T h ic k n e s s

S la b

D e s ig n

T h ic k n e s s

S la b

C l.

A t

S h e

K y

" Min.2

C l.

Optional Construction Joints.

Sheet 3 of 5 For

See Index 425-001

NOTE:

3" 6"

6"3"

See Indexes 425-040, 425-050, 425-051, and 425-052.

Bottom Inlets Or Type S & V Gutter Inlets.

Not Applicable For Type A, B, C, D & E Ditch

NOTE:

4'-0" or

3'-6"

4'-0" or

3'-6"

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2020-21 SHEETINDEX

11/01/17

STRUCTURE BOTTOMS TYPE J AND P

425-010 2 5

GENERAL NOTES

See Table 8 for Reinforcing Schedule.

TABLE 2 NOTES:

ROUND STRUCTURE BOTTOMS (ALTERNATE A) & ROUND RISERS- TABLE 1

Wall Thickness (t1 & t2) and Vertical & Horizontal Areas of Reinforcement (AS)

Type Structure/Riser

Diameter (ft)

Cast-In-Place Items

Class II Concrete

Precast Items

Class II Concrete ASTM C478 t1 t2 AS t1 t2 AS t1 or t2 A2 ***

Riser

(in.)

Bottom

(in.)

(in.

/ft.)

Riser

(in.)

Bottom

(in.)

(in.

/ft.) (in.) (in.

/ft.)

P 3'-6" 6 8 0.20 6 8 0.20 4** 0.105

P 4'-0" 6 8 0.20 6 8 0.20 5** 0.120

J 5'-0" - 8 0.20 - 8 0.20 6** 0.150

J 6'-0" - 8 0.20 - 8 0.20 6 0.180

J 7'-0" - 8 0.20 - 8 0.20 7 0.210

J 8'-0" - 8 0.20 - 8 0.20 8 0.240

J 10'-0" - 10 0.40## - 10 0.40## 10 0.300

J 12'-0" - 10 0.40## - 12 0.40## 12 0.360

SQUARE & RECTANGULAR STRUCTURES

(ALTERNATE B) - TABLE 2

Type Wall Length

(ft)

Max.

Depth

(ft)

Wall Thickness (t3)

CIP

(in.)

Precast

(in.)

P ≤ 3'-6" 40 6 Riser

8 Bottom

J 4'-0" 40 8 6

J 5'-0" 22 - 6

J 6'-0" 15 - 6

J 5'-0" to 9'-0" 40 8 8

J 10'-0" 26 8 8

J 10'-0" to 12'-0" 40 10 9

J 16'-0" 35 - 9

J 16'-0" 40 10 10

J 20'-0" 25 - 9

J 20'-0" 30 10 10

Area of vertical reinforcing may be reduced in accordance with ASTM C478.

No reduction in the area of reinforcement is allowed for welded wire fabric in Table 1;

Areas of reinforcing for precast items are based on Grade 60 reinforcing;

A� = 0.60 sq. in. for riser section height more than 2'-0" up to 4'-0" (3 hoop min.)

A� = 0.40 sq. in. for riser section height equal or less than 2'-0" (2 hoop min.)

***Min. total circumferential reinforcement for continuous steel hoops:

**Modified minimum wall thickness.

##Provide 0.20 eq. in.²/ft. at each face, 12" max. bar spacing.

TABLE 1 NOTES:

Type J structure bottoms must have a minimum 6'-0" wall height when possible, for maintenance access.15.

For manhole and junction box tops, for frames and covers, and, for supplementary details and notes see Index 425-001.14.

Larger Alt. A units cannot replace Alt. B units without approval of the Engineer. This note applies to this Index only.

increase the severity of utility conflicts. Such larger units shall be furnished at no additional cost to the Department.

Units larger than specified standards may be substituted at the contractor's option when these units will not cause or 13.

drainage project.

Structures with depths over 14' below the mean high water table are to be checked for flotation by the designer of the 12.

Construction Joints.

Inlet walls, throats, risers or manhole tops shall be secured to structures as shown on Index 425-001 Optional 11.

structure bottoms when used with the Alt. B risers. Each fillet shall be reinforced with two #5 bars.

used on skew with rectangular risers, inlets and inlet throats. Fillets will be required in the top slab of the Alt. A

The corner fillets shown are necessary for rectangular structures used with circular risers and inlet throats and when 10.

structures shall be lapped a minimum of 30 bar diameters or by standard hooks at corners.

surface and sealed with a Type F epoxy in accordance with Specification Section 926. Horizontal steel in rectangular cover. Exposed ends of reinforcing at precast pipe openings and grouted joints must be removed to 1" below the concrete grouted pipe connections,may be left flush with the hole surface. Cut or bend reinforcement at pipe openings to maintain

C478, keyed construction otherwise shown. Additional bars used to restrain hole formers for precast structures with

All reinforcement must have 2" minimum cover except for 3'-6" diameter precast circular units manufactured under ASTM 9.

Except when ACI hooks are specifically required, reinforcement in top and bottom slab shall be straight embedment.8.

structure walls and storm sewer pipes.

Rectangular structures may be rotated as directed by the Engineer in order to facilitate connections between the 7.

standard drawings.

used in conjunction with curb inlet Types 7 & 8, or any ditch bottom inlet unless otherwise shown in the plans or other manhole or junction box unless otherwise shown in the plans or other standard drawings. Alt. B structure bottoms may be

Alt. A or Alt. B structure bottoms may be used in conjunction with curb inlet tops Types 1, 2, 3, 4, 5, 6, 9, and 10, and any 6.

425-001, unless otherwise noted.

deformed welded wire reinforcement in accordance with Specification Section 931 may be substituted according to Index

All reinforcement shown is Grade 60 steel, deformed bar. Equivalent area Grade 40 steel or equivalent area smooth or 5.

concrete for precast items manufactured in accordance with Specifications Section 449.

extremely aggressive environments. Concrete as specified in ASTM C478 (4000 psi) may be used in lieu of Class II

Class II concrete, except use Class IV concrete when shown in the Plans, for special applications of structures located in

Top and bottom slab thickness and reinforcement are for precast and cast-in-place construction. All concrete shall be of 4.

circular units may be furnished with walls in accordance with ASTM C478 (see modified wall thicknesses in Table 1).

Wall thickness and reinforcement are for either reinforced cast-in-place or precast concrete units except that precast 3.

structures (Alt. B) shall be constructed of reinforced concrete only.

Walls of circular structures (Alt. A) constructed in place may be of brick or reinforced concrete. Precast and rectangular 2.

Type A, square risers are designated Type B.

standard structure bottoms are designated Type J. Risers are permitted for all structures. Round risers are designated

Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and 3'-6" square (Alt. B) are designated Type P. Larger 1.

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2020-21 SHEETINDEX

11/01/17

STRUCTURE BOTTOMS TYPE J AND P

425-010 3 5

Structure Wall

Note Section B-B)

Each Side Of Opening (See

Provide Extra Reinforcing

Shown For Clarity)

Wall Reinforcing Not

Reinforcing (Vertical

Horizontal Wall Skew Angle

(Outside)

2" Clear

Not Shown For Clarity)

Reinf. (Vertical Wall Reinf.

Single Layer Horiz. Wall Structure Wall

Not Shown For Clarity)

Reinf. (Vertical Wall Reinf.

Double Layer Horiz. Wall

Sheet 1 of 5)

(See Note Section B-B

Ea. Side Of Opening

Provide Extra Reinf.

� Pipe

(Typ.)

Precast Structures

Masonry Seal for

(See Section A-A)

Each Side Of Opening

1-Extra #4 BarStructure Wall

For Clarity)

Reinf. Not Shown

Reinf. (Vert. Wall

Horiz. Wall

Or 40 Bar Diameters For Smooth Wire)

Vertical Wire Spacing Plus 2" For WWR

Deformed Wire Or Bar, But Not Less Than

Typical Lap Splice (20 Bar Diameter For

5'-0"

6'-0"

7'-0"

8'-0"

6'-0"

9'-0"

6'-0"

7'-0"

8'-0"

10'-0"

12'-0"

30"

36"

42"

48"

54"

60"

66"

72"

78"

9'-0"84"

4'-0"

5'-0"

6'-0"

7'-0"

8'-0"

7'-0"

8'-0"

10'-0"

12'-0" N/A

3'-6" 4'-0"

5'-0"

18"

24"

3'-6"

3'-6" 3'-6"

3'-6"/4'-0"

4'-0"/5'-0"

7'-0"/8'-0"

Number

Note

Per Side

Single PipeSIZE

PIPE

Side Dimension (L)

RECTANGULAR ROUND

Diameter (D) θ=90°

Pipes

2 to 4 θ=180° or

Single Pipe

PER SIDE

SIZES FOR SINGLE PIPE CONNECTION

TABLE 3-MINIMUM STRUCTURE

18"

24"

30"

36"

42"

54"

48"

60"

66"

72"

78"

84"

2'-10"

3'-5"

4'-3"

5'-1'

6'-0"

6'-9"

7'-8"

8'-6"

9'-0"

10'-0"

10'-9"

11'-8"

6'-0"

6'-6"

8'-0"

9'-6"

11'-0"

12'-6"

14'-0"

15'-0"

16'-6"

18'-0"

19'-0"

20'-6"

8'-6"

10'-0"

12'-6"

14'-6"

17'-0"

13'-6"

16'-6"

19'-6"

19'-0"

11'-0"

SIZE

PIPE

(S)

SPACING

PIPE

NUMBER OF PARALLEL PIPES

MINIMUM WALL LENGTH (L) FOR

2 3 4

RECTANGULAR STRUCTURE BOTTOMS

PARALLEL PIPE CONNECTIONS FOR

TABLE 4-MINIMUM SIZES FOR MULTIPLE

18"

19°

24"

17° 16° 16° 15° 14° 14° 13°

30" 36" 42" 48" 54" 60"

13° 13° 12° 12°

66" 72" 78" 84"

21° 20° 18° 17° 17° 16° 15° 15° 14° 14° 13° 13°SKEW ANGLE

MAXIMUM 8"

THICKNESS

WALL PIPE SIZE

PRECAST ROUND OPENINGS

TABLE 5 - MAXIMUM PIPE SKEW FOR

elliptical pipe openings when approved by the Engineer.

Larger skews are possible for Cast-In-Place Structures or

These values are based on 2" clearance for precast structures.

TABLE 5 NOTES:

PLAN VIEW

MAXIMUM PIPE SKEW FOR PRECAST ROUND OPENINGS

MULTIPLE PIPE CONNECTIONS

PRECAST ROUND STRUCTURES WITH

PLAN VIEW

MULTIPLE PARALLEL PIPE CONNECTIONS DETAIL

STRUCTURE SIZES FOR PIPE CONNECTIONS

difference in flow lines is less than 4'-0".

openings are required on adjacent walls and the adjacent walls. Use 8'-0" Side Dimensions when 66" pipe with similar invert elevations are not permitted in

For 7'-0" Precast Square Structure Bottoms, 66" Pipes 4.

difference in flow lines is less than 3'-0".

openings are required on adjacent walls and the adjacent walls. Use 5'-0" Side Dimensions when 36" pipe with similar invert elevations are not permitted in

For 4'-0" Precast Square Structure Bottoms, 36" Pipes 3.

difference in flow lines is less than 3'-0".

openings are required on adjacent walls and the adjacent walls. Use 4'-0" Side Dimensions when 30" pipe with similar invert elevations are not permitted in

For 3'-6" Precast Square Structure Bottoms, 30" Pipes 2.

Drain Handbook.

pipes and variable pipe sizes, refer to the FDOT Storm

For Round Structures sizes with variable angles between 1.

TABLE 3 NOTES:

Wall lengths exceeding 20'-0" require special designs.2.

concrete pipe with maximum skew angles per Table 5.

Minimum wall lengths based on precast structures, using 1.

TABLE 4 NOTES:

P r e c a e n in g

P ip

C le a r

C le a r2

C le a r

(I n s id e

C le a r

(I n s id e

Partial Plan

(Double Layer Wall Reinf.) (Single Layer Wall Reinf.)

Partial Plan

(Pipe Spacing)

(Minimum Wall Length)

(I n s id e

C le a r

(O u t s id e

C le a r

(I n s id e

(Min.)

" Cl.2

P r e c a e n in g

P ip

(T yp

" C l.

Precast Opening

Pipe O.D. + 6"

2" Min.

D� Pipes

M in θ

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2020-21 SHEETINDEX

11/01/17

STRUCTURE BOTTOMS TYPE J AND P

425-010 4 5

LONG-WAYSHORT-WAY

SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES (TABLE 6)

(ALL SLABS 8" THICK EXCEPT AS NOTED - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY)

DEPTH

SLAB

(Bars A)

SCHEDULE

DEPTH

SLAB

(Bars B)

SCHEDULE

SHORT-WAY

DEPTH

SLAB

(Bars A)

SCHEDULE

DEPTH

SLAB

LONG-WAY

(Bars B)

SCHEDULE

SHORT-WAY

DEPTH

SLAB

(Bars A)

SCHEDULE

DEPTH

SLAB

LONG-WAY

(Bars B)

SCHEDULE

SIZE: 8' x 8'SIZE: 6' x 6'SIZE: 3'-6" x UNLIMITED

SIZE: 4' x UNLIMITED

SIZE: 6' x 7' SIZE: 8' x 9'

SIZE: 9' x 9'SIZE: 6' x 8'

SIZE: 5' x 5'

SIZE: 5' x 6'

SIZE: 6' x 9'

SIZE: 9'x9'x10" SLAB THICKNESS

SIZE: 5' x 7'

SIZE: 5' x 8'

SIZE: 5' x 9'

SIZE: 5' x UNLIMITED

SIZE: 7' x 7'

SIZE: 6' x UNLIMITED

SIZE: 7' x 8'

SIZE: 12'x12'x12" SLAB THICKNESS

SIZE: 10'x10'x10" SLAB THICKNESS

SIZE: 7' x 9'

31'-40'

13' < 31'

8' < 13'

≥0.5' < 8'

C6.5

B5.5

B10

24'-40'

≥0.5' < 24' B10

B5.5

31'-40'

19' < 31'

7' < 19'

≥0.5' < 7'

C6.5

B5.5

C6.5

B5.5

B10

29'-40'

15' < 29'

≥0.5' < 15'

29'-40'

22' < 29'

7' < 22'

3' < 7'

≥0.5' < 3'

C6.5

B5.5

C6.5

D4.5

C6.5

29'-40'

22' < 29'

13' < 22'

3' < 13'

≥0.5' < 3'

26'-40'

12' < 26'

≥0.5' < 12'

C6.5

D4.5

C3.5

B5.5

C6.5

35'-40'

23' < 35'

9' < 23'

3' < 9'

≥0.5' < 3'

C6.5

D4.5

C3.5

B5.5

34'-40'

20' < 34'

10' < 20'

≥0.5' < 10'

31'-40'

10' < 31'

≥0.5' < 10'

C6.5

C3.5

C6.5

B5.5

B10

24'-40'

13' < 24'

7' < 13'

≥0.5' < 7'

25'-40'

17' < 25'

8' < 17'

≥0.5' < 8'

C6.5

C3.5

C6.5

B5.5

B10

25'-40'

14' < 25'

8' < 14'

≥0.5' < 8'

34'-40'

24' < 34'

14' < 24'

≥0.5' < 14'

C6.5

C3.5

C6.5

B5.5

B10

25'-40'

14' < 25'

8' < 14'

≥0.5' < 8'

34'-40'

24' < 34'

14' < 24'

≥0.5' < 14'

C6.5

D4.5

C3.5

D4.5

C3.5

C6.5

23'-40'

13' < 23'

≥0.5' < 13'

33'-40'

27' < 33'

18' < 27'

10' < 18'

≥0.5' < 10'

28'-40'

16' < 28'

8' < 16'

≥0.5' < 8'

35'-40'

28' < 35'

21' < 28'

12' < 21'

8' < 12'

≥0.5' < 8'

C6.5

D4.5

C3.5

C6.5

B5.5

D4.5

C3.5

C6.5

B5.5

35'-40'

22' < 35'

13' < 22'

6' < 13'

≥0.5' < 6'

32'-40'

22' < 32'

17' < 22'

11' < 17'

6' < 11'

≥0.5' < 6'

24'-34'

14' < 24'

8' < 14'

≥0.5' < 8'

25'-34'

21' < 25'

14' < 21'

8' < 14'

≥0.5' < 8'

D4.5

C3.5

C6.5

B5.5

C6.5

G3.5

F3.5

D4.5

C3.5

C6.5

24'-34'

14' < 24'

8' < 14'

≥0.5' < 8'

25'-34'

21' < 25'

14' < 21'

8' < 14'

≥0.5' < 8'

26'-40'

15' < 26'

8' < 15'

≥0.5' < 8'

32'-40'

22' < 32'

11' < 22'

7' < 11'

4' < 7'

≥0.5' < 4'

C6.5

G3.5

F3.5

D4.5

C3.5

C6.5

F3.5

D4.5

C3.5

C6.5

30'-40'

19' < 30'

11' < 19'

5' < 11'

≥0.5' < 5'

30'-40'

22' < 30'

13' < 22'

8' < 13'

5' < 8'

≥0.5' < 5'

29'-34'

21' < 29'

14' < 21'

10' < 14'

7' < 10'

≥0.5' < 7'

25' - 34'

15' < 25'

9' < 15'

≥0.5' < 9'

G3.5

F3.5

D4.5

G3.5

F3.5

D4.5

G3.5

F3.5

19'-30'

10' < 19'

≥0.5' < 10'

23'-30'

18' < 23'

13' < 18'

9' < 13'

≥0.5' < 9'

23'-31'

20' < 23'

15' < 20'

9' < 15'

7' < 9'

≥0.5' < 7'

23'-31'

14' < 23'

8' < 14'

≥0.5' < 8'

14' < 22'

8' < 14'

≥0.5' < 8'

17' < 22'

10' < 17'

7' < 10'

≥0.5' < 7'

36'-40'

22' < 36'

31'-40'

22' < 31'

G3.5

F3.5

G3.5

D4.5

C6.5

22'-32'

15' < 22'

9' < 15'

6' < 9'

0.5' < 6'

C6.5

27'-32'

18' < 27'

10' < 18'

7' < 10'

≥0.5' < 7'

25'-35'

16' < 25'

10' < 16'

≥0.5' < 10'

30'-35'

22' < 30'

14' < 22'

8' < 14'

≥0.5' < 8'

SLAB DESIGNS - ROUND

STRUCTURES (TABLE 7)

SIZE: 3'-6" DIAMETER

SIZE: 4'-0" DIAMETER

SIZE: 5'-0" DIAMETER

SIZE: 6'-0" DIAMETER

SIZE: 7'-0" DIAMETER

SIZE: 8'-0" DIAMETER

SIZE: 12'-0" DIAMETER

SIZE: 10'-0" DIAMETER

DEPTH

SLAB

THICKNESS

SLAB

SCHEDULE

(2-WAY)

REINF.

30'-40'

0.5' < 30'

2'-15'

6" Precast

B5.5

C6.5

B5.5

D4.5

C6.5

B5.5

D4.5

C3.5

C6.5

B5.5

F3.5

D4.5

C3.5

10"

F3.5

D4.5

10"

G3.5

D4.5

12"

10"

G3.5

D4.5

30'-40'

19' < 30'

≥0.5' < 19'

35'-40'

26' < 35'

15' < 26'

≥0.5' < 15'

30'-40'

22' < 30'

15' < 22'

9' < 15'

≥0.5' < 9'

27'-40'

23' < 27'

16' < 23'

8' < 16'

≥0.5' < 8'

29'-40'

19' < 29'

16' < 19'

10' < 16'

≥0.5' < 10'

28'-40'

20' < 28'

12' < 20'

≥0.5' < 12'

26'-40'

18' < 26'

13' < 18'

8' < 13'

≥0.5' < 8'

SLAB AND WALL DESIGN TABLE NOTES

lengths exceeding 5', or 10' for wall lengths exceeding 12'.

bottom of upper slab. Maximum wall height is 12' for wall

Wall height is the distance between top of lower slab to 6.

boxes and to the top of the intermediate slab for risers.

Wall depth is measured to the top of the bottom slab for 5.

Slab depth is measured from finished grade to top of slab.4.

at 15' depth or less, may be 6" thick.

Bottom Slabs for precast 3'-6" x 3'-6" rectangular structures 3.

bottom slabs.

Slab reinforcement is appropriate for top, intermediate, and 2.

Size is the inside dimension(s) of a structure.1.

when larger areas of reinforcing are substituted.

A6. See Index 425-001 for allowable bar spacing adjustments except that Schedule B10 may not be substituted for Schedule substituted for schedules with smaller bar or wire spacing, Reinforcing schedules with larger areas of steel may be 10.

based on the longer wall length.

Wall thickness and reinforcing for rectangular structures is 9.

Table 8, or 12'-0" diameter require a special design.

Wall lengths exceeding the dimensions or depths shown in 8.

inside and outside faces for each layer.

(See Table 8) with 2" of cover from the horizontal bars to the

Wall lengths exceeding 6'-0" require two layers of reinforcing 7.

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2020-21 SHEETINDEX

11/01/17

STRUCTURE BOTTOMS TYPE J AND P

425-010 5 5

Structure Wall � Lap Splice

Wall Reinforcing

Double Layer

Wall Reinforcing

Single Layer

Spaces Plus 2" For WWR)

Than Two Vertical Wire

Diameters, But Not Less

Corner Spliced Bar (30 Bar

Option 3) Lap Splice:

Spacing Plus 2" For WWR)

Diameters Or Vertical Wire

At Quarter Point (30 Bar

Option 1) Lap Splice:

#5's, 12" #6's)

(8" For #4's, 10" For

Hooks At Corners

With Standard 90°

Option 2) Lap Splice:

WALL DESIGNS - RECTANGULAR STRUCTURES (TABLE 8)

(ALTERNATE B)

WALL REINFORCING SPLICE DETAILS

(Single Layer Wall Reinf.)

Half PlanHalf Plan

(Double Layer Wall Reinf.)

3" Clear

(Typ.)

(Wall Length)

L/4

2" Clear

(Inside)

(Outside)

2" Clear

REINFORCING SCHEDULE

SCHEDULE

GRADE 60 BARS OR 65 KSI & 70 KSI

WELDED WIRE REINFORCING

GRADE 60

AREA

MAXIMUM SPACING

GR 60

BARS

(in.)

WWR EQUIV. AREA*

(in.

/ft.)

65 KSI

(in.)

70 KSI

(in.)

A12 0.20 12 8 8

A6 0.20 6 5 4ƀ

B10 0.24 10 8 7ƀ

B5.5 0.24 5ƀ 5 4

C6.5 0.37 6ƀ 6 5

C3.5 0.37 3ƀ 3 2ƀ

D7 0.53 7 6 5

D4.5 0.53 4ƀ 4 3ƀ

E5 0.73 5 4 4

E3 0.73 3 3 3

F5 1.06 5 4 4

F3.5 1.06 3ƀ 3 3

G5 1.45 5 4 4

G.3.5 1.45 3ƀ 3 3

H4 1.75 4 3 3

VERTICAL

REINFORCING

HORIZONTAL

REINFORCING

W A

L L

T H I C

K N

E S

WALL

DEPTH

SCHEDULE

WALL

DEPTH

SCHEDULE

SIZE: 3'-6' & RISERS

≥1.17' - 40' A12 ≥1.17' < 10' B10 6"/8"

10' < 18' B5.5 6"/8"

18' < 29' C6.5 6"/8"

29' - 40' C3.5 6"/8"

SIZE: 4'-0"

≥1.17' - 40' A12 ≥1.17' < 6' B10 6"/8"

6' < 10' B5.5 6"/8"

10' < 20' C6.5 6"/8"

20' < 28' C3.5 6"/8"

28' - 40' D4.5 6"/8"

SIZE: 5'-0"

≥1.17' - 40' A12 ≥1.17' < 5' B5.5 6"/8"

5' < 9' C6.5 6"/8"

9' < 15' C3.5 6"/8"

15' < 22' D4.5 6"/8"

22' - 40' E3 8"

SIZE: 6'-0"

≥1.17' < 26' A12 ≥1.17' < 9' C3.5 6"/8"

9' < 15' D4.5 6"/8"

15' < 26' E3 8"

Inside Outside Inside Outside

26' - 40' A12 A12 26' - 40' D7 D7 8"

SIZE: 7'-0"

Inside Outside Inside Outside

≥1.17' < 25' A12 A12 ≥1.17' < 7' B10 B10 8"

26' - 40' B10 B10 7' < 10' B5.5 B5.5 8"

10' < 20' C6.5 C6.5 8"

20' < 30' D7 D7 8"

30' - 40' E5 E5 8"

SIZE: 8'-0"

Inside Outside Inside Outside

≥1.17' < 20' A12 A12 ≥1.17' < 6' B5.5 B5.5 8"

20' - 40' C6.5 C6.5 6' < 13' C6.5 C6.5 8"

13' < 22' D7 D7 8"

22' < 31' E5 E5 8"

31' - 40' F5 F5 8"

SIZE: 9'-0"

Inside Outside Inside Outside

≥1.17' < 12' A12 A12 ≥1.17' < 8' C6.5 C6.5 8"

12' < 28' C6.5 C6.5 8' < 15' D7 D7 8"

28' - 40' D7 D7 15' < 23' E5 E5 8"

23' - 40' F5 F5 8"

SIZE: 10'-0"

Inside Outside Inside Outside

≥1.17' < 10' B10 B10 ≥1.17' < 10' D7 D7 8"

10' < 21' C6.5 C6.5 10' < 17' E5 E5 8"

21' < 26' D7 D7 17' < 26' F5 F5 8"

26' - 40' C6.5 C6.5 26' - 40' F5 F5 10"

VERTICAL

REINFORCING

HORIZONTAL

REINFORCING

W A

L L

T H I C

K N

E S

WALL

DEPTH

SCHEDULE

WALL

DEPTH

SCHEDULE

SIZE: 10'-0" (Precast Only)

Inside Outside Inside Outside

26' - 40' D7 D7 26' - 40' F5 F5 9"

SIZE: 12'-0"

Inside Outside Inside Outside

≥1.17' < 14' B10 B10 ≥1.17' < 10' C6.5 C6.5 10"

14' < 25' C6.5 C6.5 10' < 17' D7 D7 10"

25' - 40' D7 D7 17' < 24' E5 E5 10"

24' - 40' F5 F5 10"

SIZE: 12'-0" (Precast Only)

Inside Outside Inside Outside

≥1.17' < 12' B10 B10 ≥1.17' < 10' D7 D7 9"

12' < 24' C6.5 C6.5 10' < 17' D4.5 D4.5 9"

24' - 40' D7 D7 17' < 23' E5 E5 9"

23' < 32' F5 F5 9"

32' - 40' G5 G5 9"

SIZE: 16'-0"

Inside Outside Inside Outside

≥1.17' < 11' C6.5 C6.5 ≥1.17' < 13' D7 D7 10"

11' < 20' D7 D7 13' < 20' E5 E5 10"

20' < 28' E5 E5 20' < 28' F5 F5 10"

28' - 40' F5 F5 28' - 40' G5 G5 10"

SIZE: 16'-0" (Precast Only)

Inside Outside Inside Outside

≥1.17' < 10' C6.5 C6.5 ≥1.17' < 9' D7 D7 9"

10' < 18' D7 D7 9' < 13' D4.5 D4.5 9"

18' < 25' E5 E5 13' < 19' E5 E5 9"

25' - 35' F5 F5 19' < 27' F5 F5 9"

27' - 35' G5 G5 9"

SIZE: 20'-0"

Inside Outside Inside Outside

≥1.17' < 10' C6.5 C6.5 ≥1.17' < 8' D7 D7 10"

10' < 17' D7 D7 8' < 12' E5 E5 10"

17' - 30' E5 E5 12' < 20' F5 F5 10"

20' - 30' G5 G5 10"

SIZE: 20'-0" (Precast Only)

Inside Outside Inside Outside

≥1.17' < 8' C6.5 C6.5 ≥1.17' < 8' D4.5 D4.5 9"

8' < 13' D7 D7 8' < 12' E5 E5 9"

13' - 25' E5 E5 12' < 19' F5 F5 9"

19' - 25' G5 G5 9" in accordance with Index 425-001.

*Equivalent Area Welded Wire Reinforcing may be substituted

N tu r a l

G r o u n d

So d

Sod

So d

2'Sod

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2020-21 SHEETINDEX

11/01/19

DITCH PAVEMENT AND SODDING

524-001 1 2

Normal Ditch Elevation

Poi nt B

Arc Length

Point A

Weep Holes Centered

Than 3' Centers

Staples Not More

Matting

(Typical)

More Than 18" Centers

On Outer Edges At Not

Each Side Of Stops And

Each Edge Of Overlaps, One Row Of Staples

6" Min. Overlap

6" Typical

Matting

Side Slope

6" Overlap

Front Slope Roadway Ditch

Shown On Plans

Back Slope As

1:1.5 Slope

Ditch Slope

Pavt.

Ditch

S h o u ld e r

L in e

5' Min.

Ditch Pavt.

Natural Ground

1:1.5 Slope

Ditch Slope

Lateral Ditch

1:1.5 Slope

¡ R/W Ditch

5' Min.

This Area Or 5' Upstream

Do Not Construct Weep Holes In

Grade

Ditch

1:1.5 Slope

Grade

Lateral Ditch

Ditch Grade

3"x4" Weep Holes

Normal Ditch Elev.

Slopes Vary

Front And Back

3"x4" Weep Holes

Slopes Vary

Front And Back

Ditch Width Varies c

S h o u ld e r

L in e

Front Slope

Slope

Back Slope

Front

Slope

Front

Slope

Back

Side Slope

Roadway

Side Slope

Roadway

Point

Shoulder

Point

Shoulder SoddingSodding

¡ Ditch Median

10' C. to C.

One Row

1' Except For

Side In Line With Bottom Weep Holes

Const. Weep Holes Half-Way Up The

When Width Is Greater Than 4', Pavement

Sod

Varies (25' Min.)

Lip (3" Rise)

DPI

Flow Line

GENERAL NOTES

PLAN

SECTION EE

WEEP HOLE ARRANGEMENT

(No Weep Holes)

SWALED MEDIAN

PLAN

LONGITUDINAL SECTION

SECTION

ALTERNATE DITCH PAVEMENT

AND LATERAL DITCH

JUNCTION OF ROADWAY DITCH*

SECTION AA TYPICAL SECTION

40' MEDIAN

ROADWAY SIDE DITCH

AND LATERAL DITCH

JUNCTION OF R/W DITCH*

PAVED DITCH END TREATMENT

MATTING FOR DITCH

AT LOCATIONS OTHER THAN JUNCTION WITH LATERAL DITCH

PROFILE OF DITCH PAVEMENT

Length

Arc

Weep Holes

Rows Of RdWTO REPLACE:

6.0'019'0.24'

10' 0.67' 19' 2 10.1'

9.1'219'0.54'

0.74' 14' 2 9.2'

8.1' (in center)

14'0.58'

6' Median Swale

2' S od

2' Sod d

Erosion Stops

50' Max.

the same elevation and should be used to locate the paved section.

For use only where side slopes are 1:4 or flatter. Point "A" and "B" are to be construction.

permitted for this type of

Misc. asphalt will not be *

Ditch Slope

Varies5'

Min.

c b a b a b a a b c

Pavement Type Dimensions a b c References & Remarks

Unit

Payment

Estimate

Basis Of

Type

Filter Fabric

Range

Velocity

Concrete

Miscellaneous Asphalt

Riprap (Ditch Lining)

Riprap (Sand-Cement)

1:4 Front Slopes & Back Slope

1:6 Front Slopes; 1:4 Back Slope

24"

12"

0.2 TN/SY

0.11 CY/SY

Low-Moderate

None

D-4

D-2TN

Low-High

Moderate-High

40'

4' Std.

Ditch Pavt.

Sod Or

Ditch Pavt.

Sod Or

1:6

0.04 1:6 1:6

0.04 1:6

Ditch Pavt.

Sodding Or

2' 3' 3' 2'

"x"= 18' To 22' Const. 5 Rows

"x"= 13' To 17' Const. 4 Rows

"x"= 8' To 12' Const. 3 Rows

"x"= 5' To 7' Const. 2 Rows

"x"= 1' To 4' Const. 1 Row (Centered)When

"x"

Varies

10' 10' Standard Paved Ditch 10'

1.0' Deep

Sodded Ditch

1.0' Deep

Paved Ditch

1.5' Deep

Sodded Ditch b

0.0% a

TABLE 1: DITCH PAVEMENT

pavement.

aggregate and wire mesh to be included in the cost of ditch between the aggregate and the ditch pavement. Cost of holes, " openings) shall be placed 4 1each hole. 1 sq. ft. of galv. wire mesh (

cu. ft. (12" x 12" x 6") of No. 6 aggregate to be placed under 2

All weep holes to be 3"x4" rectangle or 4" or 5" dia. circle hole.Note:

5' Ditch Bottom Width

4' Ditch Bottom Width

5' Ditch Bottom Width

4' Ditch Bottom Width

Specification 524

Specification 339

Specification 530, Grouting of joints required

Specification 530 Performance Turf, SY

Sodding to be paid for under contract unit price for 11.

price for ditch pavement.

Cost of plastic filter fabric to be included in the contract unit 10.

the plans.

Ditch pavement requiring reinforcement shall be detailed in 9.

fabric, if present.

pavement filter fabric or underlapping the pavement filter below the aggregate to form a mat continuous with the

8. When weep holes with aggregate are used, place filter fabric for fabric requirements and application.

entire length and width of the pavement. See Specification 985

Place the filter fabric directly beneath the pavement for the miscellaneous asphalt, regardless of the pavement thickness.

Filter fabric is required under all ditch pavement, except for 7.

paving to be 1' high minimum.

For junction of R/W ditch spillway and lateral ditch, sides of 6.

reduced to 5' minimum.

When directed by the Engineer, weep hole spacing may be 5.

not required adjacent to drainage structures.

Toewalls are to be used with all ditch paving. A toewall is 4.

decrease in ditch velocity.

downstream of DPI or on flatter grades where there is a

Lip at end of ditch pavement shall normally be located 3.

more than 200'.

constructed at all inlets, endwalls, and at intervals of not

" preformed joint filler shall be 2 1Expansion joints with permitted in concrete ditch pavement.

(construction joint) or tooled. No open joints will be

Engineer. Contraction joints may be either formed spaced at 25' maximum intervals, or as directed by the

In concrete ditch pavement, contraction joints are to be 2.

Type of ditch pavement shall be as shown on plans.1.

Varies

BONDED OPTION

NAILED OPTION

Note: Either option may be used unless otherwise called for in the plans.

FILTER FABRIC PLACEMENT AT CONCRETE STRUCTURE

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2020-21 SHEETINDEX

11/01/19

DITCH PAVEMENT AND SODDING

524-001 2 2

Rubble Riprap

Sand-Cement Or

Rubble Riprap

Sand-Cement Or

6" Fold Min.

No Adhesive Above Here

Filter Fabric

On Face Of Concrete

12" Bituminous Coating

Filter Fabric

Nailed To Surface

Treated Timber

1"x2" Pressure

AS-BUILT

PHASE II

AutoCAD SHX Text

GRAPHIC SCALE:

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

JURISDICTIONAL AREA

AutoCAD SHX Text

TREELINE

AutoCAD SHX Text 28.23

AutoCAD SHX Text 28.11

AutoCAD SHX Text 27.71

AutoCAD SHX Text 27.83

AutoCAD SHX Text 28.60

AutoCAD SHX Text 27.66

AutoCAD SHX Text 27.94

AutoCAD SHX Text 27.41

AutoCAD SHX Text 27.93

AutoCAD SHX Text 27.48

AutoCAD SHX Text 28.11

AutoCAD SHX Text 28.61

AutoCAD SHX Text 29.21

AutoCAD SHX Text 28.72

AutoCAD SHX Text 27.90

AutoCAD SHX Text 26.57

AutoCAD SHX Text 26.42

AutoCAD SHX Text 25.84

AutoCAD SHX Text 25.09

AutoCAD SHX Text 24.87

AutoCAD SHX Text 24.95

AutoCAD SHX Text 26.15

AutoCAD SHX Text 27.33

AutoCAD SHX Text 26.77

AutoCAD SHX Text 26.83

AutoCAD SHX Text 26.80

AutoCAD SHX Text 26.12

AutoCAD SHX Text 26.79

AutoCAD SHX Text 27.36

AutoCAD SHX Text 27.44

AutoCAD SHX Text 27.40

AutoCAD SHX Text 27.82

AutoCAD SHX Text 27.43

AutoCAD SHX Text 26.31

AutoCAD SHX Text 26.21

AutoCAD SHX Text 26.26

AutoCAD SHX Text 25.58

AutoCAD SHX Text 26.74

AutoCAD SHX Text 26.94

AutoCAD SHX Text 27.35

AutoCAD SHX Text 25.60

AutoCAD SHX Text 26.60

AutoCAD SHX Text 24.14

AutoCAD SHX Text 23.84

AutoCAD SHX Text 26.23

AutoCAD SHX Text 25.98

AutoCAD SHX Text 26.13

AutoCAD SHX Text 25.41

AutoCAD SHX Text 25.90

AutoCAD SHX Text 26.44

AutoCAD SHX Text 26.83

AutoCAD SHX Text 26.61

AutoCAD SHX Text 26.73

AutoCAD SHX Text 25.59

AutoCAD SHX Text 26.07

AutoCAD SHX Text 27.18

AutoCAD SHX Text 27.36

AutoCAD SHX Text 27.38

AutoCAD SHX Text 26.72

AutoCAD SHX Text 25.53

AutoCAD SHX Text 26.27

AutoCAD SHX Text 25.65

AutoCAD SHX Text 27.53

AutoCAD SHX Text 25.66

AutoCAD SHX Text 27.01

AutoCAD SHX Text 27.84

AutoCAD SHX Text 26.41

AutoCAD SHX Text 27.64

AutoCAD SHX Text 27.30

AutoCAD SHX Text 25.79

AutoCAD SHX Text 26.23

AutoCAD SHX Text 24.75

AutoCAD SHX Text 27.37

AutoCAD SHX Text 26.51

AutoCAD SHX Text 27.59

AutoCAD SHX Text 26.75

AutoCAD SHX Text 27.69

AutoCAD SHX Text 27.88

AutoCAD SHX Text 27.14

AutoCAD SHX Text 23.98

AutoCAD SHX Text 27.17

AutoCAD SHX Text 28.08

AutoCAD SHX Text 25.81

AutoCAD SHX Text 25.86

AutoCAD SHX Text 25.18

AutoCAD SHX Text 27.17

AutoCAD SHX Text 28.96

AutoCAD SHX Text 26.58

AutoCAD SHX Text 26.66

AutoCAD SHX Text 27.94

AutoCAD SHX Text 27.82

AutoCAD SHX Text 29.73

AutoCAD SHX Text 27.87

AutoCAD SHX Text 27.66

AutoCAD SHX Text 27.49

AutoCAD SHX Text 29.83

AutoCAD SHX Text 29.44

AutoCAD SHX Text 27.69

AutoCAD SHX Text 26.54

AutoCAD SHX Text 25.94

AutoCAD SHX Text 26.64

AutoCAD SHX Text 9"

AutoCAD SHX Text 14"

AutoCAD SHX Text 12"

AutoCAD SHX Text 4"

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 18"

AutoCAD SHX Text 23"

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 18"

AutoCAD SHX Text 15"

AutoCAD SHX Text 20"

AutoCAD SHX Text 28"

AutoCAD SHX Text 24"

AutoCAD SHX Text 14"

AutoCAD SHX Text

METAL SHED

AutoCAD SHX Text 15.9'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text

TREELINE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

9' HIGH WOOD WALLS

AutoCAD SHX Text

METAL SHED

AutoCAD SHX Text

GRAVEL AREA

AutoCAD SHX Text

PLANTED

AutoCAD SHX Text

ASPHALT ROAD

AutoCAD SHX Text

TREELINE

AutoCAD SHX Text

JURISDICTIONAL AREA

AutoCAD SHX Text

BEACON BEACH ROAD

AutoCAD SHX Text 18"

AutoCAD SHX Text 32"

AutoCAD SHX Text 14"

AutoCAD SHX Text

COVERED

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

COVERED

AutoCAD SHX Text

CONC BLOCK BUILDING

AutoCAD SHX Text

BULDING 1265

AutoCAD SHX Text

1 STORY

AutoCAD SHX Text

FFE = 27.14

AutoCAD SHX Text 30"

AutoCAD SHX Text

WOOD POST

AutoCAD SHX Text W

AutoCAD SHX Text

AREA

AutoCAD SHX Text

WOOD POST

AutoCAD SHX Text w/BIRD HOUSE

AutoCAD SHX Text

2-1/2" PVC PIPE

AutoCAD SHX Text

WELL PUMP

AutoCAD SHX Text

INV. NE = 23.51

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" SQUARE CONC PAD

AutoCAD SHX Text 3'x 8' CONC SLAB

AutoCAD SHX Text

CABLE MARKER

AutoCAD SHX Text

1/2" ROD IN

AutoCAD SHX Text

8" DIAMETER CASING

AutoCAD SHX Text

ELEVATION: 25.31'

AutoCAD SHX Text 4"x 4" CONC

AutoCAD SHX Text

MONUMENT "TYNDALL"

AutoCAD SHX Text

ELEVATION: 27.32'

AutoCAD SHX Text

SET NAIL & DISK

AutoCAD SHX Text #6679

AutoCAD SHX Text

ELEVATION: 29.69'

AutoCAD SHX Text

FLAGGED

AutoCAD SHX Text

WETLANDS LINE

AutoCAD SHX Text w/ PANEL BOX

AutoCAD SHX Text

24" CURB & GUTTER

AutoCAD SHX Text 6"

AutoCAD SHX Text W

AutoCAD SHX Text

TOP OF WATERLINE

AutoCAD SHX Text

ELEV. = 25.67'

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

INV. SW = 24.70

AutoCAD SHX Text

INV. NW = 24.69

AutoCAD SHX Text

INV SE = 23.24

AutoCAD SHX Text

18" RCP CULVERT

AutoCAD SHX Text

(DIRT FILLED)

AutoCAD SHX Text

INV SE = 23.80

AutoCAD SHX Text

INV NW = 23.64

AutoCAD SHX Text

18" RCP CULVERT

AutoCAD SHX Text

(DIRT FILLED)

AutoCAD SHX Text

INV SE = 24.45

AutoCAD SHX Text

INV NW = 24.24

AutoCAD SHX Text

POND

AutoCAD SHX Text

MES INV = 26.23

AutoCAD SHX Text

MES INV = 23.16

AutoCAD SHX Text

MES INV = 22.78

AutoCAD SHX Text

MES INV = 22.57

AutoCAD SHX Text

24" CURB & GUTTER

AutoCAD SHX Text

FLOODLINE OF NEW TRAPAZODIAL CHANNEL

AutoCAD SHX Text

IN MARCH. 2005. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, THE CONTRACTOR

AutoCAD SHX Text

SHALL VERIFY THE LOCATIONS FOR ALL TREES, FACILITIES, ROADWAYS, UTILITIES

AutoCAD SHX Text

AND OTHER IMPROVEMENTS SHOWN HEREON.

AutoCAD SHX Text

APPROX. LOCATION OF 10' WIDE GTCOM EASEMENT

AutoCAD SHX Text

(NOT SURVEYED)

AutoCAD SHX Text

16" FM

AutoCAD SHX Text

8"FM ABANDONED

AutoCAD SHX Text 10"W

AutoCAD SHX Text

8"FM ABANDONED

AutoCAD SHX Text

8"FM ABANDONED

AutoCAD SHX Text

16" FM

AutoCAD SHX Text

16" FM

AutoCAD SHX Text 10"W

AutoCAD SHX Text 12" W

AutoCAD SHX Text W

AutoCAD SHX Text 2" G

AutoCAD SHX Text 8" W

AutoCAD SHX Text 8" F

AutoCAD SHX Text 3" W

AutoCAD SHX Text 2" G

AutoCAD SHX Text

6" SS

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text

8" SS

AutoCAD SHX Text

4" FM

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text W

AutoCAD SHX Text

POND 3

AutoCAD SHX Text

POND 2

AutoCAD SHX Text

AutoCAD SHX Text 12" W

AutoCAD SHX Text 4" W

AutoCAD SHX Text 2" G

AutoCAD SHX Text 3" W

AutoCAD SHX Text 2" G

AutoCAD SHX Text 6" F

AutoCAD SHX Text

PIV

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

COMM MH

AutoCAD SHX Text

INV SE = 24.45

AutoCAD SHX Text

INV NW = 24.24

AutoCAD SHX Text

INV SE = 23.80

AutoCAD SHX Text

INV NW = 23.64

AutoCAD SHX Text

MES INV = 22.78

AutoCAD SHX Text

AutoCAD SHX Text 28.23

AutoCAD SHX Text

MES INV = 22.78

AutoCAD SHX Text

MES INV = 22.57

AutoCAD SHX Text

AutoCAD SHX Text 27.48

AutoCAD SHX Text 22.27'

AutoCAD SHX Text 22.51'

AutoCAD SHX Text 23.83'

AutoCAD SHX Text 23.33'

AutoCAD SHX Text 24.86'

AutoCAD SHX Text 24.75'

AutoCAD SHX Text 25.70'

AutoCAD SHX Text 25.90'

AutoCAD SHX Text 22.27'

AutoCAD SHX Text 22.51'

AutoCAD SHX Text 23.83'

AutoCAD SHX Text 23.33'

AutoCAD SHX Text 24.86'

AutoCAD SHX Text 24.75'

AutoCAD SHX Text 25.70'

AutoCAD SHX Text 25.90'

AutoCAD SHX Text 24.75'

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

TRAPAZODIAL CHANNELS VARY IN BOTTOM WIDTH

AutoCAD SHX Text

THE AREA NEXT THE BEACON BEACH WILL BE AS

AutoCAD SHX Text

WIDE AS 40 FEET AND 4 FEET BETWEEN DELJARNETTE

AutoCAD SHX Text

AND THE NORTH TRENCH CORRECTION

AutoCAD SHX Text 4"

AutoCAD SHX Text 8"

AutoCAD SHX Text 4'

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

2. BOTTOM WIDTH OF CHANNEL VARIES WITH LOCATION.

AutoCAD SHX Text

GRADE OF CHANNEL IS CONTROLLED BY PIPE ELEVATION

AutoCAD SHX Text

AT EACH END. GRADE TO BE STRAIGHT LINE BETWEEN

AutoCAD SHX Text

PIPES.

AutoCAD SHX Text

3. FINAL PIPE ELEVATION MAY BE UP TO 6" LOWER THAN EXISTING

AutoCAD SHX Text

PIPE ELEVATIONS, DUE THE USING LARGER PIPES.

AutoCAD SHX Text

4. CHANNEL SIDE SLOPE MAY BE LESS THAN 4:1 DUE

AutoCAD SHX Text

AVAILABLE WORKING AREA ALONG BEACON BEACH NORTH

AutoCAD SHX Text

FIRE STATION NO. 2.

AutoCAD SHX Text

%%U 4" CONCRETE SECTION

AutoCAD SHX Text

1. SOIL UNDER CONCRETE TRICKLE CHANNEL TO BE COMPACTED

AutoCAD SHX Text

TO 95%%% STEEL DENSITY, CONCRETE FOR THE TRICKLE CHANNEL

AutoCAD SHX Text SHALL BE 28OO PSI WITH 8 x 8 WELDED WIRE FABRIC.

AutoCAD SHX Text

22.51'

26.08'

23.83'

24.86'

24.93' 25.31'

25.90'

26.08' 26.06'

26.32'

26.02' 24.52'

24.75'

23.33' 22.27'

26.08' 26.15'

26.25'

25.70'

26.10'

26.02'

19.27' 18.58'

Culverts Tyndall Air Force Base v 2 1.1

Print Scale:

Coordinate System:

WGS 84 UTM 17N

Vert ical Datum:

GEOID 88

Data Provided By:

325 CES/CENM1 inch = 417 feet

0 200 400 600100 Feet

0 50 100 150 20025 Meters

Although every ef fo rt has been made to e nsu re the accu racy o f in fo rmation , e rror s and cond ition s or ig ina ting f ro m phys i ca l sou rc es used to de ve lop the database may be ref lected in the data supp l ie d. The end user must be aware of the data cond ition s and ul timately bear respo ns ib i li ty and the appropr ia te u se of the informatio n wi th re spect to po ss ib le er ror s, or ig i na l map sca le, col lec tion methodology, cu r rency of data , and other condi tion s speci fi c to cer tain data .

LIMIT ED D ISTRIBUT ION

Distr ib ut ion a u thor iz ed to DoD, IAW

10 U .S .C . §1 30 & 45 5 . Rele ase a ut hor iz ed to U .S. DoDco nt rac to rs IAW 48 C .F.R .

§2 5 2.2 4 5-7 0 00 .

Removal of this caveat is prohibited.

This material is For Official Us e Only.

Unau thor ized repro duction , di s tribution , pub li ca tio n, or exh ibi ti on of thi s mate ria l i s STRIC TL Y PROHIBITED. Re fe r o the r reques ts to 325 C ES /CEN. D es tro y as "For Offi cial Use On ly".

325 CES/ CEN sha ll not be l iab le fo r any e rror s, omi ss ion s, or damages tha t re su l t from nonco mpl iance o f th i s me ssage.

Cuvlert Elevations Culvert

Construct approx. 890 Feet of 4’ Trapezoidal channel with 4‘ concrete trickle channel in bottom

Remove and replace approx. 60’ of crossroad pipe with a 32”x49” elliptical pipe

Remove and replace approx. 270’ of 15” pipe with a 18”x24” elliptical pipe

Construct approx. 470 of Trapezoidal channel w/ 4’ Trickle channel in bottom. Replace 4 foot sidewalk and 22”x34” elliptical pipe.

Construct a 6’x6’ concrete FDOT junction box. Include outlets for new 32”x49”, 18”x24” pipe and trapezoidal channel

Install approx. 750’ of trapezoidal channel with varying width between road and parking lot with 4’ trickle channel in bottom

Remove and replace the two parking lot entrance pipes with 22” x 34” elliptical pipes

Remove and replace entrance pipe with an 18”x24” elliptical pipe Construct approx. 200’ of 4’ trapezoidal channel

Reconstruct approx. 700’ of 4’ trapezoidal channel

Commented [HRACUAA1]:

T i f f a n y

D r

U n i

P u e b l

W s t

O w w w c l a r k l s c o m

A L T

A N

S P

L A

I T

L E

V E

SITE

VICINITY MAP

S I T

A M

T y n d a l l

F B

AutoCAD SHX Text W

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

POND

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

APPROX. LOCATION PROPOSED CELL TOWER

AutoCAD SHX Text

AutoCAD SHX Text SITE BENCHMARK #1 SET PK NAIL IN ASPHALT N: 394473.13' E: 1616762.72' ELEV.: 28.32'

AutoCAD SHX Text STORM INLET ELEV.: 25.52' INV.: 22.02' FILLED W/ WATER UNABLE TO DETERMINE SOURCE

AutoCAD SHX Text

NO UG POWER

AutoCAD SHX Text

INV. 12" PVC ELEV.: 27.40'

AutoCAD SHX Text

INV. 12" PVC ELEV.: 27.44'

AutoCAD SHX Text

WATER CHILLER & A/C

AutoCAD SHX Text W

AutoCAD SHX Text

NO UG POWER

AutoCAD SHX Text STORM INLET ELEV.: 27.19' INV. (E) 15" CMP: FILLED W/ WATER UNABLE TO DETERMINE SOURCE

AutoCAD SHX Text

ALUMINUM CANOPY W/ 6 MOTORCYCLE SPACES (TYP)

AutoCAD SHX Text W

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text

POND

AutoCAD SHX Text

STORM INLET ELEV.: 25.98' INV. (W) 15" CMP: 25.48'

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

LS & ACTIVE CONSTRUCTION

AutoCAD SHX Text

LS & ACTIVE CONSTRUCTION

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text T

AutoCAD SHX Text

UNKNOWN UTILITY

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

GAZEBO

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

DIRT ROAD

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

RAW LAND

AutoCAD SHX Text

APN: 26397-000-000 OWNER: UNITED STATES AIR FORCE DEPARTMENT OF DEFENSE

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

POND

AutoCAD SHX Text

AutoCAD SHX Text N46°48'42"W 2592.77' (M)

AutoCAD SHX Text

(BASIS OF BEARINGS) S78°34'05"W 521.61' (M)

AutoCAD SHX Text SITE BENCHMARK #2 SET PK NAIL IN ASPHALT N: 394323.67' E: 1616984.16' ELEV.: 28.63'

AutoCAD SHX Text

POC CM 6 N:392743.75' E:1618808.31' ELEV.:29.25'

AutoCAD SHX Text

CM 43 N:392847.14' E:1619319.56' ELEV.:29.33'

AutoCAD SHX Text

POB

AutoCAD SHX Text

LEASE AREA 74,087 SF±1.701 ACRES±

AutoCAD SHX Text

4 MOTORCYCLE SPACES

AutoCAD SHX Text

AutoCAD SHX Text 1032'±

AutoCAD SHX Text

BEACON BEACH RD.

AutoCAD SHX Text

BAMBI TRAIL

AutoCAD SHX Text E

AutoCAD SHX Text

NE1/4 SEC. 2 T5S, R14W

AutoCAD SHX Text

APPROX. LOCATION PROPOSED ELECTRIC LINE

AutoCAD SHX Text

APPROX. LOCATION PROPOSED FIBER LINE

AutoCAD SHX Text

APPROX. LOCATION PROPOSED FIBER LINE

AutoCAD SHX Text L1

AutoCAD SHX Text

LINE

AutoCAD SHX Text

BEARING

AutoCAD SHX Text

DISTANCE

AutoCAD SHX Text L1

AutoCAD SHX Text N61°59'39"W

AutoCAD SHX Text 395.31'

AutoCAD SHX Text L2

AutoCAD SHX Text N27°42'05"E

AutoCAD SHX Text 210.87'

AutoCAD SHX Text L3

AutoCAD SHX Text S62°58'28"E

AutoCAD SHX Text 297.84'

AutoCAD SHX Text L4

AutoCAD SHX Text S03°27'37"W

AutoCAD SHX Text 237.42'

AutoCAD SHX Text

APPROX. LOCATION PROPOSED FIBER LINE

AutoCAD SHX Text

ICV

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

FIRE DEPARTMENT CONNECTION

AutoCAD SHX Text

WATER WELL W/ CATHODIC PROTECTION DEVICE

AutoCAD SHX Text

BACK FLOW PROTECTION

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

STORM INLET (RECTANGLE)

AutoCAD SHX Text

SITE BENCHMARK

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

ELECTRIC PEDESTAL

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

LANDSCAPED AREA

AutoCAD SHX Text

HANDICAP PARKING

AutoCAD SHX Text

A/C UNIT

AutoCAD SHX Text

CONCRETE AREA

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text

STORM CLEANOUT

AutoCAD SHX Text

TELEPHONE LINE (UNDERGROUND)

AutoCAD SHX Text

ELECTRIC LINE (UNDERGROUND)

AutoCAD SHX Text

GAS LINE (UNDERGROUND)

AutoCAD SHX Text

WATER LINE (UNDERGROUND)

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

STORM LINE (UNDERGROUND)

AutoCAD SHX Text W

AutoCAD SHX Text

WATER MARKER

AutoCAD SHX Text

CONSTRUCTION AREA

AutoCAD SHX Text

REGULAR PARKING SPACES

AutoCAD SHX Text

AREA OF CONCERN

AutoCAD SHX Text

FOUND CONTROL POINT

AutoCAD SHX Text LEGAL DESCRIPTION: That portion of Tyndall Air Force Base, Florida lying in Section 2, Township 5 South, Range 14 West, Bay County, Florida, being more particularly described as follows: COMMENCING at Tyndall Air Force Base Control Monument No. 6 (CM6); thence N46°48'42"W (Bearings are relative to a line between Control Monument No. 43 (CM43), and Control Monument No. 6 (CM6), Tyndall Air Force Base Control, being monumented at the Northeast end by Control Monument 43 (CM43), and at the Southwest end by Control Monument No. 6 (CM6), and measured to bear S78°34'05"W, a distance of 521.61 feet), a distance of 2592.77 feet, to the POINT OF BEGINNING; thence along the following four (4) courses; 1) N61°59'39"W, a distance of 395.31 feet; N61°59'39"W, a distance of 395.31 feet; 2) N27°42'05"E, a distance of 210.87 feet; N27°42'05"E, a distance of 210.87 feet; 3) S62°58'28"E, a distance of 297.84 feet; S62°58'28"E, a distance of 297.84 feet; 4) S03°27'37"W, a distance of 237.42 feet, S03°27'37"W, a distance of 237.42 feet, to the POINT OF BEGINNING. Containing 74,087 square feet or 1.701 acres, more or less.

AutoCAD SHX Text SURVEYOR'S CERTIFICATION: To: The United State of America, acting by and through the Secretary of the Air Force; Chicago Title Insurance Agency, Inc., a Florida corporation; and Florida Power & Light Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 8, 11a, 11b, 14, 16, 19 and 20 of Table A thereof. The field work was completed on March 26, 2021. Date of Plat or Map: March 31, 2021 Stephen Cody Califf Florida Professional Surveyor and Mapper No. 6995 Professional Surveyor and Mapper No. 6995 For and on behalf of Clark Land Surveying, Inc.

AutoCAD SHX Text NOTES: 1. Any underground utilities shown have been located from field survey information, as-built drawings and/or utility markings. The surveyor makes no Any underground utilities shown have been located from field survey information, as-built drawings and/or utility markings. The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from the information available. This site was located by standard RF methods and with GPR locating. This site was located by standard RF methods and with GPR locating. . 2. Bearings are based upon (NAD 83) Florida State Plane, North Zone (0903). Bearings are based upon (NAD 83) Florida State Plane, North Zone (0903). 3. FEDERAL EMERGENCY MANAGEMENT AGENCY, FEMA FIRMette published December 23, 2020, referencing Flood Insurance Rate Map, Map Number FEDERAL EMERGENCY MANAGEMENT AGENCY, FEMA FIRMette published December 23, 2020, referencing Flood Insurance Rate Map, Map Number 12005C0428H effective date June 2, 2009, indicates this parcel of land is located in Zone X (Area of minimal flood hazard). 4. This survey does not constitute a title search by Clark Land Surveying, Inc. to determine ownership or easements of record. For all information This survey does not constitute a title search by Clark Land Surveying, Inc. to determine ownership or easements of record. For all information regarding easements, rights of way and title of record, Clark Land Surveying, Inc. relied upon a Owner & Encumbrance Search, prepared by Chicago Title Insurance Company, Certificate No. 44021-A with an effective date of December 11, 2020 at 6:00 AM. 5. The lineal units used in this drawing are U.S. Survey Feet. The lineal units used in this drawing are U.S. Survey Feet. 6. Elevations are based on NAVD 88 datum. Elevations are based on NAVD 88 datum. 7. BENCHMARK 1: PK Nail in Asphalt, as shown. Elevation: 28.32' (NAVD 88). BENCHMARK 1: PK Nail in Asphalt, as shown. Elevation: 28.32' (NAVD 88). 28.32' (NAVD 88). (NAVD 88). BENCHMARK 2: PK Nail in Asphalt, as shown. Elevation: 28.63' (NAVD 88). 8. The improvements shown hereon are as of the date of field work, March 26, 2021.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 14, 2022.