20191250 Ver 1_2019-09-16_Elliott Extension_Permit Drawings_20190919

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BEGIN
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END
PROJECT 501
BEGIN
PROJECT E T
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BEGIN
PROJECT
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VICINITY IVAP
NOT TO SCALE
BEGIN PROJECT
BEGIN CONSTRUCTION
-L - POC Sta° I3 +44°00
Elliott Road
Riparian Buffe
ELLIOTT R�OAD
EXTENSION
LOCATION: ELLIOTT ROAD FROM APPROX. 650'WEST OF FORDHAM BOULEVARD
TO EPHESUS CHURCH ROAD; FORDHAM BOULEVARD FROM APPROX. 400'SOUTH OF
ELLIOTT ROAD TO APPROX. 4301 NORTH OF ELLIOTT ROAD
SITE
E—TO E FRMKLIH
Extension
r Impact Map
INDEX OF SHEETS
SHEET NO.
DESCRIPTION
1
TITLE SHEET
1A
PROJECT NOTES
1B
CONVENTIONAL SYMBOLS
2 THRU 2C
TYPICAL SECTIONS
2D
DRAINAGE DETAILS
4 THRU 6
PLAN SHEETS
7 THRU 10
PROFILES
GEO-1
GEOMETRY SHEETS
TMP-1 THRU TMP-13
TRAFFIC MANAGEMENT PLAN
SGN-1 THRU SGN-6
SIGNING PLAN
PMP-1 THRU PMP-6
PAVEMENT MARKING PLAN
EC-1 THRU EC-3
EROSION CONTROL PLAN
X-1 THRU X-17
ROADWAY CROSS SECTIONS
C01-1 THRU C01-8
CONCRETE BOX CULVERT PLANS
CO2-1 THRU CO2-3
STEEL PIPE CULVERT PLANS
END PROJECT
END CONSTRUCTION
-Yl - POT Sta° I8 +l6°00
1
2
el
ELLIOTT RD.
A of I
L
SITE 2
`\«
a
BEGIN PROJECT
BEGIN CONSTRUCTION ,
-YI - POT Sta° II +56°O6 /
BEGIN PROJECT
BEGIN CONSTRUCT ION
-Yl - POT Sta° 9 +23°00
PERMIT DRAWINGS
September 10, 2019
01
rH
,Y , C�
` ✓ Y ,1 _5
11 ��
SITE 3
O
CV
END PROJECT
END CONSTRUCTION
-Y2 - POC Sta° 35 +28°69
END PROJECT
END CONSTRUCTION
-Y2 - POC Sta° 20 +2I°55
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE -CALL CENTER/
This document, together with the concepts and designs presented
herein, as an without written authorization and adaption by Kimley-
Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc. for which it was prepared. Reuse of and improper
reliance on this document instrument of service, is intended only
for the specific purpose and client.
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SHEET NUMBER
1

DETAIL 1
STANDARD 'V' DITCH
( Not to Scale)
Natural Natural
Ground ?� ,LA Ground
D
Min. D=1.0 Ft.
FROM —L— STA. 22 + 70 (LT)
EXISTING
GROUND
INSTALL 2.0'
OF CLASS //
RIP RAP TO
TOP OF BANK
GEOTEXTILE
DETAIL 2
LATERAL 'V' DITCH
( Not to Scale)
Natural Fill
Ground ?.� D 1'%Ft. Slope
D = 1 Ft.
b = 4 Ft.
FROM
—L—
STA. 20 + 69
TO
22 + 66
(LT)
FROM
—Y2—
STA. 15 + 80
TO
17 + 00
(LT)
FROM
—Y2—
STA. 18 + 23
TO
19 + 00
(LT)
DETAIL 4
STEEL ARCH CULVERT EXTENSION
( Not to Scale)
3 La 14' —Il" X 9' —I" STEEL ARCH
UPSTREAM EXTENSION
APPROX. 60' WIDE
FROM —L— STA. 16 + 78 TO —L—STA. 17 + 68 (LT)
XCAVATION
CLASS // RIP RAP
TOE KEYED—lN ON
WALL BANKS ONLY 2.I
OR FLATTER
EXTEND 2 FT
BELOW BED
DETAIL 3
SPECIAL CUT DITCH
( Not to Scale)
Front
o Ditch
Natural Slope
Ground 2'J D
d
Geotextile ___/ I Min. D = 1 Ft.
Type of Liner= Class B Rip -Rap Max. d= 1 Ft.
FROM —Y2— STA. 18 + 49 TO —Y2—STA. 20 + 00 (RT)
EXI ST ING
GROUND
INSTALL 2.0' -
OF CLASS //
RIP RAP TO
TOP OF BANK
GEOTEXTILE
nCTAII r-
RCBC CULVERT EXTENSION
( Not to Scale)
3 @ //' X ll' RCBC
111—DOWNSTRE4 EXTENSION
APPROX. 35' W IDE
XCAVATION
\— CLASS // RIP RAP
TOE KEYED —IN ON
WALL BANKS ONLY 2r1
OR FLATTER
EXTEND 2 FT
BELOW BED
FROM —Y1— STA. 12 + 84 TO —YI—STA. 13 + 45 (RT)
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I I I L -120
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PROPOSED 3@ 14 11 X 9 - 1 ELLIPTICAL \
STEEL ARCH CULVERT \ \ \ � I �I
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ELLIOTT ROAD
I
PE RM N ENT
BU FIFEIMPACTS
ROAD
WIDENING
SITE 1
SITE 2
SITE
ZONE 1
6687SF
1714 SF
4686 SF
ZONE E
1771 SF
256 SF
2708 SF
0 h T T > P1 Sto /2+92JO P1 Sto 16+37.69 P1 Sto 22+87.62
o 0 = 57" l9' 59Z ILT) A = 57* 49' 56.3' (RT ) 0 = 26' 06' 29.9" (LT )
15"R P w D = 26" 02' 36.7' D = 20" 50' 05.4' D = 9° 32' 57.5"
`� < L = 220.14' L = 277.58' L = 273.4r
(D T = 120.28 T = I5I.9/ T = 139.12
I R = 220.00' R = 275.00' R = 600.00'
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SHEET NUMBER
3

BEGIN
PROJECT I
VS
END
PROJECT 501
BEGIN
PROJECT E T
ES 5t°
_ FRS
BEGIN
PROJECT
*Iao# M END
PROJECT
VICINITY IVAP
NOT TO SCALE
ELLIOTT R�OAD
EXTENSION
LOCATION: ELLIOTT ROAD FROM APPROX. 650'WEST OF FORDHAM BOULEVARD
TO EPHESUS CHURCH ROAD; FORDHAM BOULEVARD FROM APPROX. 400'SOUTH OF
ELLIOTT ROAD TO APPROX. 4301 NORTH OF ELLIOTT ROAD
SITE
END PROJECT
END CONSTRUCTION
—Yl — POT StG. l8 +16.00
1
BEGIN PROJECT
BEGIN CONSTRUCTION e2
—L — POC Stc. l3 +44.00 `S'
ELLIOTT
E—TO E FRMKLIk,,5V- ,
Elliott Road Extension
Stream Impact Map
INDEX OF SHEETS
SHEET NO.
DESCRIPTION
1
TITLE SHEET
1A
PROJECT NOTES
1B
CONVENTIONAL SYMBOLS
2 THRU 2C
TYPICAL SECTIONS
2D
DRAINAGE DETAILS
4 THRU 6
PLAN SHEETS
7 THRU 10
PROFILES
GEO-1
GEOMETRY SHEETS
TMP-1 THRU TMP-13
TRAFFIC MANAGEMENT PLAN
SGN-1 THRU SGN-6
SIGNING PLAN
PMP-1 THRU PMP-6
PAVEMENT MARKING PLAN
EC-1 THRU EC-3
EROSION CONTROL PLAN
X-1 THRU X-17
ROADWAY CROSS SECTIONS
C01-1 THRU C01-8
CONCRETE BOX CULVERT PLANS
CO2-1 THRU CO2-3
STEEL PIPE CULVERT PLANS
BEGIN PROJECT
BEGIN CONSTRUCTION ,
—Yl — POT StG.11 +56006
i
BEGIN PROJECT
BEGIN CONSTRUCT ION
—Yl — POT Stao 9 +23.00
PERMIT DRAWINGS
September 10, 2019
/Y
Jq�
s � i
1 `"n_5 i
11 ��
SITE 4
SITE 3
O
CN
END PROJECT
END CONSTRUCTION
—Y2 — POC StG. 35 +28.69
END PROJECT
END CONSTRUCTION
—Y2 — POC StG. 20 +21.55
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE -CALL CENTER/
This document, together with the concepts and designs presented
herein, as an without written authorization and adaption by Kimley—
Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc. for which it was prepared. Reuse of and improper
reliance on this document instrument of service, is intended only
for the specific purpose and client.
ro
��FyU�ST
OR
GRAPHIC SCALE
20 0 40
PLANS
20 0 40
PROFILE (HORIZONTAL)
5 0 10
PROFILE (VERTICAL)
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SHEET
NUMBER
1

DETAIL 1
STANDARD 'V' DITCH
( Not to Scale)
Natural Natural
Ground ?� ,LA Ground
D
Min. D=1.0 Ft.
FROM —L— STA. 22 + 70 (LT)
EXISTING
GROUND
INSTALL 2.0'
OF CLASS //
RIP RAP TO
TOP OF BANK
GEOTEXTILE
DETAIL 2
LATERAL 'V' DITCH
( Not to Scale)
Natural Fill
Ground ?.� D 1'%Ft. Slope
D = 1 Ft.
b = 4 Ft.
FROM
—L—
STA. 20 + 69
TO
22 + 66
(LT)
FROM
—Y2—
STA. 15 + 80
TO
17 + 00
(LT)
FROM
—Y2—
STA. 18 + 23
TO
19 + 00
(LT)
DETAIL 4
STEEL ARCH CULVERT EXTENSION
( Not to Scale)
3 La 14' —Il" X 9' —I" STEEL ARCH
UPSTREAM EXTENSION
APPROX. 60' WIDE
FROM —L— STA. 16 + 78 TO —L—STA. 17 + 68 (LT)
XCAVATION
CLASS // RIP RAP
TOE KEYED—lN ON
WALL BANKS ONLY 2.I
OR FLATTER
EXTEND 2 FT
BELOW BED
DETAIL 3
SPECIAL CUT DITCH
( Not to Scale)
Front
o Ditch
Natural Slope
Ground 2'J D
d
Geotextile ___/ I Min. D = 1 Ft.
Type of Liner= Class B Rip -Rap Max. d= 1 Ft.
FROM —Y2— STA. 18 + 49 TO —Y2—STA. 20 + 00 (RT)
EXI ST ING
GROUND
INSTALL 2.0' -
OF CLASS //
RIP RAP TO
TOP OF BANK
GEOTEXTILE
nCTAII r-
RCBC CULVERT EXTENSION
( Not to Scale)
3 @ //' X ll' RCBC
111—DOWNSTRE4 EXTENSION
APPROX. 35' W IDE
XCAVATION
\— CLASS // RIP RAP
TOE KEYED —IN ON
WALL BANKS ONLY 2r1
OR FLATTER
EXTEND 2 FT
BELOW BED
FROM —Y1— STA. 12 + 84 TO —YI—STA. 13 + 45 (RT)
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SHEET
NUMBER
2D

11 L I CONNtu "
II I— — III TO 48"RCP
11 J—_I �-�
DENOTES PERMANENT IMPACTS111 ,------t' F-1II
IN SURFACE WATER 1 IIIINV=257.20'
U t IV V I t J I t M r v RA RY 11 1� �— III I I=253.47 A
1 1, — III ��
1 i III IN=257.64
IMPACTS IN SURFACE WATER 11 � I III I �
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1 _ I 54
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ZONE 2 JORDAN LAKE
RIPARIAN BUFFER 50) (TYP
( �
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I 20
PROPOSED 3@ 14 11 X 9 —1 ELLIPTICAL —
STEEL
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ARCH CULVERT \ ��
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RIPARIAN BUFFER (30) (TYP)
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SHED
T > Pl Sto /2 +92J0 Pl Sto 16 +37.69 Pl Sto 22 +87.62
/ I o 0 57" 19' 59Z (LT) A 57* 49' 56.3" (RT ) 0 26" 06' 29.9" (LT )
w _ _
15^R P D 26" 02' 36.7" D 20" 50' _ 05.4" D 9" 32' 57.5"
/
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O�T- 59 6 T = 120.28' T = 151.91' T = 139.12'
R = 220.00' R = 275.00' R = 600.00'
' INV=255.57 I I
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SHEET NUMBER
3

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Temp.
Disturbance
in
Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
Non-404 Existing
Channel
Impacts
Permanent
(ft)
1
17+00/17+50 -L-
3 @ 14'-11" x 9'-1" Elliptical
0.080
< 0.01
96
15
Steel Arch Culvert
2
17+82/18+50 -L-
< 0.01
7
3
13+04/13+53 -Y1-
3 @ 11'x11' RCBC Extension
0.040
0.010
92
19
4
22+62/22+65 -L-
Fill
< 0.01
90
TOTALS*:
0.120
0.030
278
41
0
0
*Rounded totals are sum of actual impacts
NOTES:
9-16-2019
ORANGE COUNTY
0 11 159020Elliott Road Extension
Revised 2017 05 25 SHEET 4 OF 4