DENA_10(27)_G_Sheets_Drainage.pdf

PDF 249 KB Posted

Attached to
RECOVERY, AK PRA DENA 10(27), Rehab Unsafe Road Sections of the Denali Park Road
Solicitation number
DTFH70-09-B-00013
Issued by

About this file

Preliminary Plans

View the file

Other files

Show all 16

On GovTribe

Work with this file

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

Text version

10.4 x 16 20301 25101 60201 60213 60401 60403 60701 60704 60707 60801

-1200 -1400 -1900 -4000 -2000 -0600 -0800 -1000 -1200 -1600 -100 -0000 -1200 -1000 -0000 -0500 -0600 -0200

Removal (Each)

Placed riprap, energy dissapator

(CUYD)

Manhole

Inlet type 5A

Cleaning culverts in place

Lining pipe culvert

(LNFT)

(Each) (Each) (Each) DIAMETER or SPAN x RISE (inch) 18 inch 24 inch 36 inch 48 inch 72 inch (Each) (Each)

3880+79.09 5.7 40.4 4.2 1 45 AS

3884+23.41 3.5 34.4 3.5 1 38 AS

3895+40.69 2.3 23.9 3.2 1 35 AS

3899+62.46 2.8 19.2 2.2 1 24 AS

3902+92.25 2.4 26.0 2.8 1 30 AS

3907+51.91 5.4 34.2 3.9 1 42 AS

4165+28.92 12.0 134.1 7.7 1 69 AS

4178+47.02 5.2 31.4 3.7 1 40 AS

4207+28.64 8.6 109.0 7.4 1 9 57 AS

4213+21.00 2.5 36.0 2.8 30 AS

4214+91.48 3.2 30.4 3.4 1 37 AS

4220+20.00 2.4 23.5 3.2 35 AS

4227+25.36 9.1 116.4 6.9 1 9 53 AS

4251+13.00 3.3 41.7 3.3 36 AS

4256+35.31 2.8 25.9 3.2 1 35 AS

4278+50.00 2.2 21.0 3.4 37 AS

4285+65.91 2.2 22.2 3.0 1 32 AS

4286+65.29 2.3 22.7 3.0 1 32 AS

4293+71.86 4.2 33.6 3.7 1 40 AS

4308+70.59 2.9 40.9 4.9 1 44 AS

4308+78.27 11.0 262.9 12.2 1 85 76 AS

4312+95.00 to 4313+95

1.6 48.1 7.4 100 AS

4316+14.00 2.6 38.5 5.0 54 AS

4322+65.00 2.4 18.3 3.1 34 AS

4322+69.54 6.1 79.3 4.6 1 114 56 AS 1

4334+35.00 2.6 22.4 3.6 39 AS

4347+13.45 3.2 23.7 3.2 1 32 AS

4362+42.34 3.4 31.5 3.5 1 38 AS

4373+09.52 5.5 49.3 4.2 1 45 AS

4383+46.81 11.7 102.1 6.4 1 69 AS

4412+01.14 4.5 29.8 3.4 1 37 AS

4414+60.00 1.7 19.4 2.7 29 AS

4489+76.01 2.8 23.2 2.8 1 30 AS

PROJECT TOTAL 1615.4 141.5 0 0 24 217 0 100 1031 113 110 76 0 0 0 0 0 0 0 0 0

NOTE: FOOTNOTE: Allowable pipe culvert material

1. Structural excavation and bedding material quantities are provided for information only. Do not measure for direct payment. 1. Install beaver deterrent device, AS Aluminized steel

2. The quantities show above are approximate and are subject to field adjustments. See Sheet G.3 for details.

3. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.064" or thethickness required by the Std. 602-1 fill height table (steel).

4. Plastic pipe is not allowed.

STR EXC

(CUYD)

Lt

Paved water-way, type 2 Head-wall

Inlet Pipe

Culverts

Allow.

Pipe

Material

(See key below)

Pipe Culvert

(LNFT)

Branch Connec-tion (Each)

Removing, cleaning, and stockpiling culvert

BEDDING

MATERIAL

(CUYD)

PAY ITEM NUMBER

FOOTNOTES

See below for numbered footnotes

BEVELS

1V:nH

STATION

EST

MAX

COVER

(ft)

Class 4 Rt

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

G.1

C

M yF ile s\

Pr o je ct s\

A la sk a\

D en al i N at io n al

P ar k R o ad

\M ile

-8

-F eb -2

:5

W

M cQ u is to n

/2

A

A h ol a

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

PRA-DENA 10(27)AK

Prelim inary Plans

Not F or C onstr uctio n

4308+78

CULVERT

PLAN AND PROFILE

G.2

STATE PROJECT

SHEET

NUMBER

AK

PRA-DENA 10(27)

HYDRAULIC INFORMATON

50 50

2Q = 24 CFS HW = 1.5 FT Riprap Splash Pad

Q = 88 CFS HW = 5.6 FT

Prelim inary Plans

Not F or C onstr

G.3

STATE PROJECT

6"

1.5 H

1 V

12" 1’-9"%%p

NPS Pkg. No. 101156A, B, C, &D NPS Drwg. Nos. 184/80251

NOTE:

1.

SHEET

NUMBER

AK

PRA-DENA 10(27)

F

E B

I P

P

W P

:d m s 02/2009

C h e c k e d b y

R J o h n s o n

02/2009 Bill McQuiston

D e s ig n e d b y

BEAVER DETERRENT DEVICE

DETAILS

Top mounting bracket, see Detail B

Drill 1" dia holes, see Detail C

Detail C

Detail A

Detail B

Attach top to culvert pipe using top mounting brackets, see Detail A

2’ dia culvert pipe

90%%d CMP elbow

FOOTNOTE:

Final pond elevatiom

24" CMP

Culvert coupling band

Culvert coupling band

45%%d

Typ.

A A

SECTION A-A

1/4" dia. pop rivits

24" CMP

2"

2"

24" CMP

Adust locations of mounting brackets as necessary to avoid drain holes.

Adjust height to obtain final pond elevation established by Park.

1" dia. drain holes

1/4" dia. galvanized nuts

1.5 H

1 V

Aluminized Steel Top

Aluminized Steel Top

Aluminized Steel Top

1"

3"

1/8" thick galvanized steel bracket

Drill 9/32" dia. holes, 4 total

1/4" dia. galvanized bolts with galvanized washers

No Scale

1"5 d ’3

Prelim inary Plans

Not F or C onstr

de1027ty
de1027tz
de1027ua
de1027ub
dena1027ma
dena1027mb
dena1027mc
dena1027eb

File details come from the government source that posted it. Updated .