DENA_10(27)_G_Sheets_Drainage.pdf
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- DTFH70-09-B-00013
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Preliminary Plans
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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
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