HomeMy WebLinkAboutPD2008-6W. 35th ST./LAKEVIEW TERRACE Lake Park Lane West for 889.64'
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Scale: None
Ggii)
North
Begin Project
Sta. 100+00
End Project
Sta. 107+61.90
Paving District 2008-6
LEGEND
o UP
•
4
Osh
.0i
c FH
H WV
r GV
Spot Elevation
Utility Pole
Control Point - Nail Set
Control Point - Temporary Wood Hub Set
Deciduous Tree
Coniferous Tree
Manhole
Fire Hydrant
Water Valve
Gas Valve
NOTES:
O EJB
1912
Light
Telephone Box
Electrical Junction Box
Contour Line
_ Flowline
- - — - - — Property Line
CALL BEFORE YOU DIG
DIGGERS
HOTLINE
OF NEBRASKA
1-800-33.1-5666
The embankment and subgrade shall be adjusted to conform to the lines and
grades on the plans in accordance with Section 205 and 302 of the 1997
Standard State Specifications and its supplements. The upper six (6) inches of
the subgrade shall be scarified, mixed and recompacted to the following
compaction requirements:
Percent Density Moisture Minimum Requirements Maximum
95 Min. Opt. -3% Opt. +3%
Areas not meeting specified moisture density test requirements shall be
removed and recompacted at the Contractor's expense.
Fly Ash stabilized subgrades shall use the ratio of 10% applied to parent soils
and shall be mixed thoroughly within the upper 12" of subgrade. Fly Ash
stabilized subgrades will be paid at the unit bid price as outlined in the Proposal.
All subgrade compaction and water necessary for subgrade construction
shall not be paid for directly but shall be considered subsidiary to the
items of the contract.
Excavation, backfilling, and sawing control joints, keyway, tie bars,
dowel pins, and rubberized joint sealant shall be considered subsidiary
to the unit price per square yard of pavement.
Utilities Director of Engineering
Date
Hastings City, Surveyor
Date
INDEX OF SHEETS
SHEET NO. I
SHEET NO. 2-3
SHEET NO.4
SHEET NO. 5
SHEET NO. 6
SHEET NO. 6A
SHEET NO. 7-9
COVER SHEET
PLAN & PROFILE SHEET
STORM SEWER SHEET
JOINT DETAIL SHEET
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
CROSS SECTION SHEET
SUMMARY OF QUANTITIES
ITEM
NO. DESCRIPTION
ESTIMATED
QUANTITIES UNIT
1 Cleating and Grubbing
2 Earthwork
3 Remove Header
4 Build 24" RCP Storm Sewer Class III
5 Build 24" Storm Sewer Flared End Section
6 Build 8' Storm Sewer Inlet Type 443-R6
7 Build 6" P.C.C. Concrete Pavement (47B)
8 Build 6" P.C.C. Integral Curb (47B)
9 Build Concrete Header (47B)
10 Build Gravel Turnaround
11 Install Triangular Silt Dike
12 Build Compacted Earth Berm for Erosion Control
13 Furnish & Install Scour Stop Erosion Control Mat
14 Furnish & Install 12554' C-125 Turf Reinf. Mat
15 Adjust Manhole to Grade
16 Adjust Water Valve to Grade
17 Adjust Gas Valve to Grade
18 Seeding - Type B NDOR Seed Mixture
19 Traffic Control, Barricades, & Maintenance Therof
nes
06002 TIO I so,
et GOO
Oeee Se�A e
DAVID L ma's
WACKER
ti
V r c'
.................
♦
inV1
Hastings
City Engineer
Zaa9
Date
1.0 L.S.
1.0 L.S.
36.0 L.F.
258.00 L.F.
1.00 Each
2.00 Each
2,933.00 S.Y.
1,499.0 L.F.
103.0 L.F.
49.0 C.Y.
224.0 L.F.
700.0 L.F.
32.0 S.F.
648.0 S.F.
5.0 Each
5.0 Each
1.0 Fach
1.0 Acre
1.0 L.S.
ACITY OF HASTINGS,
ENGINEERING DEPT. C
Project
W. 35th St./Lakeview Terrace=Lake Park Lane West for 889.64'
Proj. No.
Description
Design By
Dralm By
B.B.
B.B.
PD 2008-6
COVER SHEET
Dote
2/2009
$pry By
Controctor
Dm. No.
1
of 9
UI ipitzit
tit
II
II
II
II
II
II
it
II
Lot 1
II
II
II
II
11
II
II
II
It
II
II
II
II ts.
II
II AS\ •
II
II
11
11
II
II
ii
II
11
11
II
nplatted
x
a)
11
II
II
II
Si
„0II
• C St° = 103+58.50
N = 103465.18
E = 94853.27
I = 00'00' L
Equation Statio,. 101+78.67 = 5+1
It
II
11
II
II
II
11
Easement ti
2.827o
t eNin
_j teo
11
se .
9s4.
35.70 S
37.11 SW 150.00'
Proposed 4' Sidewalk by Others
37.03 SW
38.52 SW
42.54 SW 120.00'
Proposed 4' Sidewalk by Others
LI
•0210
$.
73?-719-7Cc-
ss,
.32 FL
103+00
36.63 CL
37.73 FL
41I TO
2.82%
42.465W
x
42.30 TO
A
sal &Mt
;
11:121.4
bc4J
altra
48-08 S 28
43.00 S
42.84 T
41.80 FL
r
03
Pr;
a)
atr).:1
PI 5th = 100+00.00
N = 103472.84
= 95211.69
I = 0011'57"R
„
a
REMOVE CONCRETE HEADER
Station to Station
Side
tin. Ft.
100+00
Cr & RT
36.0
101+60.67 to 101+96.67
RT
36.0
a)
ED %
%'>
t,
%t, % 4btt(
N \ N
* . 0. 4.11' 4 ,,Ctit
sxclf
4tx Ss
0
a I\
,11•1111111•MPRILWI
•••.
CLEARING AND GRUBBING
Station to Station
Dist. from CL of Trail
100+00 to 107+61.90
30' LT Sc RT
LT 8c RT
1686.0
101+60.67 to 101+96.67
RT
36.0
.(s) 443
Ng/
a. is) a a
,Tssq"
38.04 CL 38.75 CL
tc;
41.56 CL
101+00
42.53 CL
42.706
Cit
4'
Ns%
New 8' Water Main
38.39 FL
38.89 TC
38.44 SW
38.52 SW
101+25
VPT
34.30
35.70 SW At).
<CP
Control 0348511
N
B44853.92
0.00
37.11 SW
35th Street
41.80 FL
42.30 TC
42.46 SW
1/21. •
42.84
43.00 S
/ASO*
War
43.
)61',
.tt, 1 • A- 1
329 .67'
42.54 SW „
43.085,
7' 0"
2.39%
sr.
so'
NOTE:
1. Contractor shall drop curb at intersection for handicap ramps.
Location to be determined in field by Engineer.
2. Paving and Storm Sewer Contractor Shall coordinate installation of Sanitary
Sewer and Water Main with Hastings Utilities.
3. Triangular Silt Dike shall be placed around each inlet immediately
upon completion of backfilling. See Erosion Control Plan for more Details.
4. Contractor shall protect all survey control points and Property Pins
N*) from damage.
Unplatted
Nos's° s
A
S LES:
1" = 20' HOR
1" = 2' VERSI
0)%
4r
„ 0
5. Clearing and Grubbing line item shall include all Tree Removal. All
trees are 0-8" scrub trees.
to
Dttli
1w
x* tc*
4.
ec0
Unplatted
B•P = • : 87.23
98,1-0# N,t; 475.75
E =4 324.42
BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Side
Sq. Yards
100+00 to 104+00
LT 8c RT
1686.0
101+60.67 to 101+96.67
RT
36.0
30'
^.4"(
et- s
„ rit
BUILD CONCRETE HEADER
Station to Station
Side
Lin. Ft
101+60.67 to 101+96.67
LT
36.0
101+60.67 to 101+96.67
RT
36.0
6. Earthwork (L.S.) shall consist of the street excavation, constructing to the lines
and grades as shown on the plans and cross sections, and the disposal of excess
excavation on the adjacent Lots 1, 2, 3 to the North side of the Project.
Approximately 1203 C.Y. of excess excavation will be generated.
7. The Compacted Earth Berm constructed for erosion shall be paid for at the
Unit Bid Price as included in the proposal.
BUILD 6" P.C.C. INTEGRAL CURB
Station to Station
Side
Lin. Ft
100+00 to 101+60.67
LT & RT
345.0
101+96.67 to 104+00
LT & RT
430.0
A\ CITY OF HASTINGS,
ENGINEERING DEPT, 0
Project
W.35th St/Lakeview Terrace=Lake Park Lane West for 889.64'
Proj. No.
Deecnpbon
Design By
Drown By
B.B.
B.B.
PD 2008-6
Construction Plan
Date
2/2009
Approved
Contractor
Om. No.
2 of 9
= F H. SE Car: 35th' takepark Lane
'C on bonnet bolt
Elev .--1941 93 -
T.B.M. F:H. S. Side 35th St. @ 619W: 35th
1946
VPI -STA. -
VPI •EL. - •1
101 +25.00
941,56•
91- -
92. - -3.22%
CURVE• LEN
1944
VPI STA.=.100+75.00
VPI EL.=.942.97
g 1 • = 0-72%
"C on bonnet bolt
EleV '= 1930.58
1946
. g2 .= -2.82% I
CURVE LEN = .100.0
MO
K =
E =
8 25
.44
II
-
2%
•e-s-
-ets; Ler
at
.43%
0
<1.21z
Existing Grade
<-1
in
•-•
co
IC)
o N
.0)
re)
ye
II
-J
II
v)•
<
in
ca
4+50 104+00
3+50 103+00 2+50
102+00
1+50
101+00
0+50
100+00
9+50
99+00
8+50
1944
1942
1940
1938
1936
1934
1932
1930
1928
98-0(
BUiID6" P.C.C. PAVEMENT 47B
Station to Sta n
77Side
Sq. Yards
104+00 to 107+"6.90
RY
LT & RT
1247.0
c\
BUILD 6" P.C.
. INTEGRAL CURB
Station to Station
Side
Lin. Ft.
104+00 to 107+61.9
LT & RT
724.0
PI St. = 107+07.05
N = 10 38.98
_94o .43
Mfr' n
A
g 110
62.34'61 76 SW
Proposed 4' Sidewalk b
37.. FL 37.29 FL
(35 97 FL
167-1-01
36.28 CL
90.27' Arc
Terra
FL 37.52 FL
:.39 TC 38.02 TC
8" Water Mai
BUILD CONCRETE HEA EF"';P
Station to Station
Side r'e,Lin.
Ft.
107+61.90
LT & RT
31.0
BUILD GRAVEL TURNAROUND
Station to Station
Side
C.
107+61.90
LT & RT
49.
•ontractor sIII gr
4 ' Radius forttrn
t• be placed for dri
de an.
round an
ing surface.
Unplatte
NOTE:
1.
F20
Contractor shall drop curb at intersection for handicap ramps.
Location to be determined in field by Engineer.
2. Paving and Storm Sewer Contractor Shall coordinate installation of Sanitary
Sewer and Water Main with Hastings Utilities.
3. Triangular Silt Dike shall be placed around each inlet immediately
upon completion of backfilling. See Erosion Control Plan for more Details.
4. Contractor shall protect all survey control points and Property Pins
from damage.
5. Clearing and Grubbing line item shall include all Tree Removal. All
trees are 0.8" scrub trees.
I Sta = 105+79. • 6
= 103460.41
E 94631.86
I = :9'41'18"L
CIRCULAR
Da = 2543'53"
Dc = 25'57'10"
= 221.46
R 222.67
L = 348.56
C = 14.04
E = 9 38
M = 64.'9
6. Earthwork (L.S.) shall consist of the street excavation, constructing to the lines
and grades as shown on the plans and cross sections, and the disposal of excess
excavation on the adjacent Lots 1, 2, 3 to the North side of the Project.
Approximately 1203 C.Y. of excess excavation will be generated.
7. The Compacted Earth Berm constructed for erosion shall be paid for at the
Unit Bid Price as included in the proposal.
CITY OF HASTINGS,
ENGINEERING DEPT. 0 C3
Prgxt
W.35th St./Lakeview Terrace=Lake Park Lane West for 889.64'
PD 2008-6
SCALES:
1" = 20' HOR
1" = 2' VER
Construction Plan
Dear ey
B.B.
Drown 8y
B.B.
Dm. No.
3 of 9
T.B.M: = F H. SE'Cor.'35th.
"x' on bonnet bolt
Elev.. =:194T.93
L•akepark Lane
T.B.M. =F:H. S Side 35th St.
"x" on bonnet•bolt
EteV.:=1:930.58
6t9 W: 35th
yP1'STA '107'+200
VPI: EL :_ :TS38.75
g1 = -2 25%
g2 = -2.82%
CURVE LEN: =: 0:00:
1944
1942
1940
O
1938
1936
1934
111 Eiiepe
. ^F7.
061....''%7
rr 061
000000.0.. , < OP_
1932
1930
VPI" STA : : 105+00.00
VPI . EL : = 1931.00
9
g2.=.2..6
CURVE .L
t' ',Cr/ 31.1
..E.=.1..16
1928
8+50 108+00 7+50
107+00
6+50
106+00
5+50
105+00
4+50
104+00
3+50
103+00
192e
2+50 102+00
:2sS
O 38.318
x
0
F
<9
ffj
SCALES:
1"=20'HOR
1"=2'VER
unpiattecif
T.B.M. =•F
..
x
0
A
99
S
•so
x
F
%Po
cep
qpCtIr%
Vet �'OI�G
t t
1
BOP = 0+00.00
N = 1,03406.61
E = 94731.54
H. SE Cor: 35t1V Lakepark Lane
"bn b6nhet:bbft
1936
E
v. 1941.93 •
x
0
PI Sta 0+34.08
N = 143433.59
E = 9010.72
0 I = 27'59'58"R
To
�rn
0
<9
x
F
A
BUILD 24" R.C.P. FLARED END SECTION
A
Size
No.
Station
Slope
FL. Elev.
1
2+64
2.56%
1920.80
Y
1
0+00
LT
1932.35
1927.57
4.78'
8'
61\�Bottom
TYPICAL DITCH SECTION
Scale: bone (Sta.2+6$ to approx. Sta. 3+36)
�9
0• ,,.�' a�� ina 30' Wide�pr.
� ge Easement
-.
r.
N
r
o f
< -S
rn�
al
o
O r
a
0•
0)
water sovIce
G)
2
SOW
I\ r on either\s
l+oQ
100•
x
e of the`> .ot Line
�. 2+00
1920.97
'1920:80'
0
c)�
x
0
9
BUILD STORM SEWER CURB INLET
No.
Size
Slope
No.
Station
Side
Rim EL.
F.L. EL.
2
X
Y
1
0+00
LT
1932.35
1927.57
4.78'
8'
2
0+31
RT
1932.35
1926.73
5.62'
8'
ir
F
0
BUILD REINFORCED CONCRETE STORM SEWER PIPE 0
No.
Size
Slope
Description
1
24" x 33'
2.56%
Inlet 1 FL=1927.57 to Inlet 2 FL=1926.73
2
24" x 225'
2.56%
Inlet 2 FL=1926.73 to F.E.S. EL=1920.97
0
<9
0,
NOTE:
F
Seed & Install 4' x 8' Scourstop & 12'x54' C-125
•?:,.• Trirf�te—inf;srcement�elatat.Plared End Outlet.
3-00
F
9
1. Paving and Storm Sewer Contractor Shall coordinate installation of Sanitary
Sewer and Water Main with Hastings Utilities.
2. Triangular Silt Dike shall be placed around each inlet immediately
upon completion of backfilling.
3. Contractor shall protect all survey control points and Property Pins
from damage.
4. Contractor shall grade 6' flat -bottom ditch to drain at end of Storm Sewer and shall be
subsidiary to the unit price for Build 24" R.C.P. Storm Sewer.
5. Contractor shall seed ditch section prior to installing Scourstop and Turf Reinforcement
Mat and shall be subsidiary to Installation of T.R.M.
6. See Erosion Control Detail Sheet 6A for installation instructions for Scour Stop andT.R.M.
T.BM. =•F.H.•S. Side 35th St. •@
"x" on bonnet bolt
flee: = 1930.58
619 W: 35t
,.CITY OF HASTINGS,
ENGINEERING DEPT.
Project
W.35th St./Lakeview Terrace=Lake Park Lane West for 889.64'
Proj. No.
PD 2008-6
Destttpbon
Construction Plan
Design By
B.B.
Dote
2!2009
Contractor
Drum 6y
Dm. No.
4 of 9
1936
1934
1934
1932
1930
1928
1926
1924
4,Rcp
a
ExislEng-Grade
Proposed. Landscape Grade
0
0
0
0
1922
II•
In
0-
0
to
N
rn
II
J
W
0
0
1920
Proposed. E t. Sewer Gra
. ......... . Rep..
ES' . R,36x
1918
ti to.
aw
L
2
aw
N
O.%
aw
Lel §1O
I.- 4-
V•. N
nwrsr
W
n
1920:80 F.E.S.
L =
a w
S1'
0)
1932
1930
1928
1926
FES,z/6;p.,„
:07°
1.• • • to . .
...E-509 • . .
oua
N
w
1924
8
1922
1920
1918
0+00
0+50
1+00
1+50
2+0:0.
2+50
3+00
3+50
4+00
\
\
\
QI
N
2
Control
N-103238.
ontrol
N-103327.12
E�4819.97
0.00
co
co
0.00
7.5'
8' 8' 7.5'
Control
N=103176.1
6x$4606.4 /
01000317
0.00 //
31+00
I
I
1
/
Control
N=103239.48
E=94865.42
0.00
�5
J
(D u o
•
1. W
W
)
/
Lot
5
Co
N 3447.39
710.12
,1;0,
$Q
-o
a)
)ca
Q
C
06' G9+LO L :toeFoad pug
Control
N=103173.36
0.00
QQ /
X
gord405.18
SimOtiRg2
Co
0.00
Equation Station: 101+78.67 = 5+17.13
150.00'
O
.0
00
CD
C
a)
10'
10'
103100
10
o
10'
102+
10'
• No of .19
w.00
Unplatted
Public Utilit
s Easement
120.00'
.11011
Veen
r lay
10047
10'
10'
10'
101+00
VPI
10'
10'
100
00
35th St
eet
Public Utilit‘s Easement
O
O
+
0
0
+
33rd Street
30+00
29+00
28+00
PI Sta = 1+89.50
O
O
27+00N
Unplatted
20'
NO
Scale:
Begin Project: Sta. 100+00
RTH 40,
1"=20'
20'
40'
60'
01660000
£ "F�fi S
OAV L a --3
WACKER
f-5090 .' 5
e
p
ex"
CITY OF HASTINGS,
ENGINEERING DEPT. ("0
Project
W.3501 StAakeview Terrace=Lake Park Lane West for 889.64'
Pro;. No.
PD 2008-6
Deaaybon
Joint Detail
Design OY B.B.
Date yL009
Contractor
Oran ®J
B.B.
Om. No.
5 of 9
CO
)0
8'
10'
10'
8'
0)
On
P3
Lit
120.00'
.11011
Veen
r lay
10047
10'
10'
10'
101+00
VPI
10'
10'
100
00
35th St
eet
Public Utilit‘s Easement
O
O
+
0
0
+
33rd Street
30+00
29+00
28+00
PI Sta = 1+89.50
O
O
27+00N
Unplatted
20'
NO
Scale:
Begin Project: Sta. 100+00
RTH 40,
1"=20'
20'
40'
60'
01660000
£ "F�fi S
OAV L a --3
WACKER
f-5090 .' 5
e
p
ex"
CITY OF HASTINGS,
ENGINEERING DEPT. ("0
Project
W.3501 StAakeview Terrace=Lake Park Lane West for 889.64'
Pro;. No.
PD 2008-6
Deaaybon
Joint Detail
Design OY B.B.
Date yL009
Contractor
Oran ®J
B.B.
Om. No.
5 of 9
Unpla
nplatted
0
0
0
0
4-
(/)
m and supplied by City. 35.0 LF.
.O
M -
INSTALL TRIANGULAR SILT DIKE
Station to Station
Side
Lin. Ft.
100+00 TO 100+25
LT & RT
70.0
104+65 TO 105+35
LT
70.0
105+00 (around Inlets)
LT & RT
84.0
Triangular Silt Dike to be installed by Contractor
Equation Statin • . 101+78.67 = 5+1 . 3
37.11 SW 150.00
xe
38.523
43.00
42.847
103+00
242%
10
101+00
35th Street
41.80 R
2282%
a1.zo
42.30 TO
4 44 SP
// 243 SW 43288 v Cr,}•
rarra
>> _..t.1�7i7r7�7��'�'�j�b��w`����'�'��—��r -kit
�o FNS
xe xe
Compa. ed Earth Berm to be
for . sion Control.
by/ontractor
xo
ompacted Earth Berm to be built b
for Erosion Control.
40
angular Silt Dike t installed by Co Tactor
and supplied by C . 70.0 L.F.
084;1
Unplatted
Unplatted
Street Section
` x0 xe
Triangular Silt Dike to be installe
and supplied by City. 35.0 LF.
10.5' Typ.
Build Compacted Earth Berm for Erosion Control
Station to Station
Side
Lin. Ft.
100+25 TO 107+62
LT
700.0
SEEDING - Type B NDOR Seed Mixture
Station to Station
Side
Acres
100+00 TO 108+70
LT & RT
1.0
F`'
x4,0
y Contractor
4'
VA10IFS
4" Concrete Sidewalk
Installed at a later dote
by others.
2% slope (Typ.)
2
ci
Compacted Earth Berm
i/ /i//:// //A/ i//i://i// 4/i //A A //,/A A /
Compacted Earth Berm Erosion Control Detail
xo
Scale: None
0
0
o,
A
Compacted rth Berm ipbe built by Cont
for Erosio Control. °
xo
43'
•
A`
9+L01
xo
•
e
xo
33rd St 'et
30+00
29+00
28+00
O xe
P to = 1+89.50 c7+0Qj
26+00
,°+00
33+00
xo
.9
33r. reet
xo
xe
xo
Contractor shall grade and compact a 41'
turnaround and 3" of gravel to be place:
driving surface.
0
xe
us for
or
°
As:
xe
s
e
1
NOTES:
1. Earth Berm shall be constructed as soon as street grading begins & shall
be uniform in height and width.
2. Berm shall be compacted to prevent water from eroding and causing
a breach.
3. Triangular Silt Dike shall be placed around inlets immediately
following inlet construction and backfilling operation.
4. Triangular Silt Dike shall be supplied by City but Staples for installation
to be supplied by Contractor and subsidiary to the Unit Price.
5. All Right -of -Way and Earth Berm shall be seeded within 14 days of final grading.
6. The Compacted Eart Berms�onstruC d for erosion shall be paid for at the
Unit Bid Price as inc ded it -the propose
‚SrFN
xo
lf„c o
pa° e°°e9!
a $ota4
DA%HD L e�
WACKER :ac
E-509047
/3- _en
30'
xo
°FN
NORTH
Scale: 1"=30'
0'
1
30'
1
//
60'
90'
A\ CITY OF HASTINGS,
ENGINEERING DEPT. C)0
Project
W.35th StiLakeview Terrace=Lake Park Lane West for 889.64'
xo
•
t
xo
,43`
xo
°t
OF
0F" ,
nkti °x^�
,
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PD 2008-6
Description
Erosion Control Plan
I,
a
Contractor
6 of 9
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.nagreen.com
SLOPE INSTALLATION
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM'" , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
RECP's WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE. IN 47725
600-772-2040
www.nogreen.com
6' (1.8m)
I0
3' (0.9m)
- 3.3' (1.0m)-
1.6' (0.5m)
0
13.3' „..m)
0 0
1.15 STAPLES PER SQ. YD.
(1.35 STAPLES PER SQ. M)
O
3.4 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
6' ( .8rrm)
3' (0.9m)
-0
0
0
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.0m)
4' (1.2m)
3.3' (1.0m)
2' (0.6m)
JO
0
0 0
0
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
1.6' (0.5m)
3.3' (1.0m)
0 0 0 1 -10" (0.25m)
4• (.2m) 0 0 0 0 0
- 1-10 (0.25m)
-0( 20"9.5m)OO
0 0 9 0 0 3.3' (1.0m)
00 O O 00
0 0 0
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SQ. M)
BUTT JOINT AGAINST OR
PERMANENTLY ATTACHED
TO PAVING EDGE
�S•1•%868818 38
a aOr'1� aa fi a •fl
EDGE OF SCOURSTOP
TRANSITION MAT
e'•
•
•a1 •€\t
•ORC
• •+•
ATTACH TO
SWITH
CHOR WITH FLEXIBLE TRAP
• AND PUSH ON ONE-WAY STOP
Of
'I'
••r41••
•• • •
•
•• 41���.
INSTALL 8 ANCHORS
PER SHEET PLUS 3
AT SHINGLE ROW
INSTALL ADDITIONAL LENGTHS
WHERE CURB OPENING EXCEEDS
30" OR PAVED DRAINAGE AREA
EXCEEDS 20,000 SF
PUSH ON
ONE-WAY STOP
WASHER (>2.5"0)
TRANSITION MAT
METAL SPADE
ANCHOR AND FLEXIBLE STRAP
NO SCALE
\�-- 2nd ROW
24" APPROX
INSTALL ADDITIONAL WIDTHS
TO MAINTAIN 12" EXTENSION
BEYOND CURB OPENING
BUTT JOINT AGAINST
OR PERMANENTLY
ATTACHED TO PAVING
EDGE
EDGE OF HARD SURFACE
ADJACENT SOILS SHOULD BE GRADED
SO SURFACE OF MAT EVEN WITH TOP
OF SURFACE AFTER INSTALLATION.
SHINGLE ROW
ANCHOR INSTALLATION INSTRUCTIONS:
1. PUSH SPADE THROUGH SOIL WITH STAKE OR
BY OTHER MEANS TO MINIMUM DEPTH OF 18".
SPADE MUST BE INSTALLED INTO FIRM SOILS.
DOWNSTREAM
TRANSITION MAT
(IF SHINGLED)
2. LOOP STRAP THROUGH SCOURSTOP MAT.
3. PULL STRAP TIGHT AND PUSH ON ONE-WAY
STOP UNTIL SNUG.
4. TRIM EXCESS STRAP IF NECESSARY.
5. ADD ADDITIONAL ANCHORS IF MATS ARE TO
BE PLACED ON UNEVEN FINISHED SURFACES TO
ENSURE CONSISTENT CONTACT WITH SOIL.
ATTACH MAT TO FIRM SOIL WITH
ANCHOR USING FLEXIBLE STRAP
AND PUSH ON ONE-WAY STOP
(INSTALL UP TO 36" DEEP, IF
NEEDED TO REACH FIRM SOIL)
"ive N`I' S'SOI.7V- -CS _.'. SCO•
URSTOP
to ,4 04,,1 6. ,044.0 CIwo.I te, "leo.eet�Iwi�s!Iw%�`' i�OY �•�i'" a •ae
_ _ t:11E1QB�j!:IOBeiaeyej!OYs�Oei4
I,;,IIi,,ill,;,lil„SII fil.._11=Ili-lii= l-=
II1111111-1�11111� Ir
INSTALL TRANSITION MAT OVER TRM. GRADE! ,III
SHOULD BE SMOOTH AND UNIFORM. GRADE_!I
OUT ANY RILLS FOR CONSISTENT SOIL -
STRUCTURE PRIOR TO INSTALLATION.
I i 11.=I 11= II
ali-'ilir,rl� NIII�IIIII�111I-
PREFERRED INSTALLATION WITH SOD
I I 1-111- I i
_ DOWNSTREAM MATS MAY BE
I I i NSTALLED WITH" UTTRJO NT R
� =! ►1-1►I-111-1 � 1--�
I III -I 11EI 11==11 I 1 1 I11J 111 � 7-
SCOURSTOP TRANSITION MAT DETAILS
NO SCALE
wnctct a==
E-5090 e,
P +
ACITY OF HASTINGS,
ENGINEERING DEPT: 00
Project
W. 35th StJLakeview Terrace=Lake Park Lane West for 889.64'
Proj. No.
PD 2008-6
Detonation
Design By
Erosion Control Details
Drown By
B.B.
B.B.
Dote
2/2009
Contractor
Approver/m/0
1b.
6A of 9
(3-
(7.5crd
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM'" , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
RECP's WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE. IN 47725
600-772-2040
www.nogreen.com
6' (1.8m)
I0
3' (0.9m)
- 3.3' (1.0m)-
1.6' (0.5m)
0
13.3' „..m)
0 0
1.15 STAPLES PER SQ. YD.
(1.35 STAPLES PER SQ. M)
O
3.4 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
6' ( .8rrm)
3' (0.9m)
-0
0
0
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.0m)
4' (1.2m)
3.3' (1.0m)
2' (0.6m)
JO
0
0 0
0
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
1.6' (0.5m)
3.3' (1.0m)
0 0 0 1 -10" (0.25m)
4• (.2m) 0 0 0 0 0
- 1-10 (0.25m)
-0( 20"9.5m)OO
0 0 9 0 0 3.3' (1.0m)
00 O O 00
0 0 0
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SQ. M)
BUTT JOINT AGAINST OR
PERMANENTLY ATTACHED
TO PAVING EDGE
�S•1•%868818 38
a aOr'1� aa fi a •fl
EDGE OF SCOURSTOP
TRANSITION MAT
e'•
•
•a1 •€\t
•ORC
• •+•
ATTACH TO
SWITH
CHOR WITH FLEXIBLE TRAP
• AND PUSH ON ONE-WAY STOP
Of
'I'
••r41••
•• • •
•
•• 41���.
INSTALL 8 ANCHORS
PER SHEET PLUS 3
AT SHINGLE ROW
INSTALL ADDITIONAL LENGTHS
WHERE CURB OPENING EXCEEDS
30" OR PAVED DRAINAGE AREA
EXCEEDS 20,000 SF
PUSH ON
ONE-WAY STOP
WASHER (>2.5"0)
TRANSITION MAT
METAL SPADE
ANCHOR AND FLEXIBLE STRAP
NO SCALE
\�-- 2nd ROW
24" APPROX
INSTALL ADDITIONAL WIDTHS
TO MAINTAIN 12" EXTENSION
BEYOND CURB OPENING
BUTT JOINT AGAINST
OR PERMANENTLY
ATTACHED TO PAVING
EDGE
EDGE OF HARD SURFACE
ADJACENT SOILS SHOULD BE GRADED
SO SURFACE OF MAT EVEN WITH TOP
OF SURFACE AFTER INSTALLATION.
SHINGLE ROW
ANCHOR INSTALLATION INSTRUCTIONS:
1. PUSH SPADE THROUGH SOIL WITH STAKE OR
BY OTHER MEANS TO MINIMUM DEPTH OF 18".
SPADE MUST BE INSTALLED INTO FIRM SOILS.
DOWNSTREAM
TRANSITION MAT
(IF SHINGLED)
2. LOOP STRAP THROUGH SCOURSTOP MAT.
3. PULL STRAP TIGHT AND PUSH ON ONE-WAY
STOP UNTIL SNUG.
4. TRIM EXCESS STRAP IF NECESSARY.
5. ADD ADDITIONAL ANCHORS IF MATS ARE TO
BE PLACED ON UNEVEN FINISHED SURFACES TO
ENSURE CONSISTENT CONTACT WITH SOIL.
ATTACH MAT TO FIRM SOIL WITH
ANCHOR USING FLEXIBLE STRAP
AND PUSH ON ONE-WAY STOP
(INSTALL UP TO 36" DEEP, IF
NEEDED TO REACH FIRM SOIL)
"ive N`I' S'SOI.7V- -CS _.'. SCO•
URSTOP
to ,4 04,,1 6. ,044.0 CIwo.I te, "leo.eet�Iwi�s!Iw%�`' i�OY �•�i'" a •ae
_ _ t:11E1QB�j!:IOBeiaeyej!OYs�Oei4
I,;,IIi,,ill,;,lil„SII fil.._11=Ili-lii= l-=
II1111111-1�11111� Ir
INSTALL TRANSITION MAT OVER TRM. GRADE! ,III
SHOULD BE SMOOTH AND UNIFORM. GRADE_!I
OUT ANY RILLS FOR CONSISTENT SOIL -
STRUCTURE PRIOR TO INSTALLATION.
I i 11.=I 11= II
ali-'ilir,rl� NIII�IIIII�111I-
PREFERRED INSTALLATION WITH SOD
I I 1-111- I i
_ DOWNSTREAM MATS MAY BE
I I i NSTALLED WITH" UTTRJO NT R
� =! ►1-1►I-111-1 � 1--�
I III -I 11EI 11==11 I 1 1 I11J 111 � 7-
SCOURSTOP TRANSITION MAT DETAILS
NO SCALE
wnctct a==
E-5090 e,
P +
ACITY OF HASTINGS,
ENGINEERING DEPT: 00
Project
W. 35th StJLakeview Terrace=Lake Park Lane West for 889.64'
Proj. No.
PD 2008-6
Detonation
Design By
Erosion Control Details
Drown By
B.B.
B.B.
Dote
2/2009
Contractor
Approver/m/0
1b.
6A of 9
70 00 60 00 . 50 00 40 00
30 00 20 00 10.00 U 10.00 20 00 30 00
40 00 50
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DESIGN: EARTHWORK
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FILL AREA -11:.89 .S F
CU T :AREA a42:46 S.F
194500
945 00
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FiL :AREA -20:72. :5:F
CUT:A:RE:A:=i4.67 S.F
FILL AREA =5:50 S.F.
CUT AREA .-65:30 SF
Compacted Diit Berm
1945 00 for Erc sion Control
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DESIGN: EARTHWORK
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DESIGN: EARTHWORK
FILL :AREA: -2:52 S.F
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CITY OF HASTINGS,
ENGINEERING DEPT. 00
Protect
W.35th StJLakeview Terrace=Lake Park Lane West for 889.64'
Proj. No.
PD 2008-6
Desmiption
Cross Section Sheets
Damin By
B.B.
Date
2/2009
Contractor
n By
B.B.
Dm. No.
7 of 9
70 00 60 00 50 00 40 00 30 00 20 00 10.00
10 00 : 20 00 30 00 40 00 50 00 " 60 00 70 00
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FILL AREA -12 17 S.F
CUT AREA =4'}.i7 S5
140 00
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1930 00
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ORIGINAL: :E_ -1-936.58
SPA =106+00 1926.73 FL247 ROP
ORIGINAL• EL -193.00
19•3&0�
DESIGN EARTHWORK
$6;0.2;2:1
935.87,29.57
• q3o no
FILL: AREA: 11:.:81 S.F.
DESIGN EARTHWORK
CUT AREA: =41.16 S.F.
ILL :AREA =10.59 S.
CL T AREA -85.55- S. -F.
1940 00
' 940 0
19•4o 00
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6
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SPA =10410+541
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1930
OR GIN:AL :EL =193:5 34
I.
• q3o no
R GINAL: E_ =1933.48
(")c
DESIGN EARTHWORK
oi
en
0
DESIGN EARTHWORK
FILL_ •AREA • =15.58 S:F
.AREA. =13.40.S.F.
CUT AREA =49;37 SF
our AREA =87.45 •S:F
1940 On
Compact d Dirt•Berm
for. Erosi n Control
1930 00
0-I
14.
✓ 6
CO
0 CO
i0 S
Lf -
940• no
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aura =100+041
In
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9 00
DESIGN: EARTHWORK
ILL: :AREA =8:35 S.F
DESIGN: EARTHWORK
FILL_ .AREA =16.94..S . F
UT.AREA =1:00:.09: S.F
GU I AREA -S.
6.13/4.1/1171.
• • tvAdttli
..
70 00 60 00 50 00 40 00 30 00
20 00 10 00
C
10 00 20 00 30 00 40 00 50 00 60 00 70 00
70 00 60 00 50 00 40 00 30 00 • 20 00 10 00
C 10 00
20 00 30 00 40 00
a)
0 60 00 70 00
ACITY OF HASTINGS,
ENGINEERING DEPT. C, 0
Project
W.35th St./Lakeview Terrace=Lake Park Lane West for 889.64'
Proj. No.
PD 2008-6
Description
Cross Section Sheets
Design By
B.B.
Drown By
B.B.
re
Contractor
2/2009
APP`mt
lciim/V
Orn. No.
8 of 9
70 00:::60 00:::50 00 40 QQ ... 30 00 ::: 20 00 " " 10 00 I 10 00::::20 00 .. 30 00 40 00:::50 00:::60 00 " " 70 00
1945 0
70 00:::60 00:::50 00 40 00 . . . 30 00:::20 00 1 0 00 10 00::::20 00 . . 30 00 40 00:::50 00:::60 00 " " " 70 00
Dirt:0 antities = :1:61:9 0 C.Y. xcavati • n
416 0: C:Y.:: mbank ent ::( :33 to p. :facto used)
1203 0 C:Y.: xoess: xcavati d rt Deriva d from treet C. nstructi. n
Com . = bted Dirt Berm
for Er. sion Control
cb a) a)
co........
ca co ri
co. co
NammagmagisimaisaB
6:
StratraMa
r;
m
....... E SIGN:E»'RTE.-INN/CR ......... ......... ......... ......... ......... ...�'.... ......................................
......... ......... .
. ......... ......... ......... ......... ......... ......... ......... ......... ......... ....
FI L: AREA: =9:58: F 50 00:::60 00 " " " 70 00
CU ..AREA. 39.79 '..F
ACITY OF HASTINGS,
ENGINEERING DEPT. C) 0
Project
W.35th StJLakeview Terrace=Lake Park Lane West for 889.64'
Proj• No.
PD 2008-6
70 00:::60 00:::50 00 40 00...30 00:::20 00 10 00 10 00::::20 00...30 00 40 00:::50 00:::60 00 70 00
70 00:::60 00 ::: 50 00 40 00...30 00:::20 00 1"0 00 t 10 00::::20 00...30 00 40 00
Doecoption
Doer ity
B.B.
Drawn By
B.B.
Cross Section Sheets
Dote
2/2009
Contoetor
Wowed 0)t n n. .., f Dm. No.
9 of 9