SWA000119_Plansheet - Other_20211115

N�
M O
CONSTRUCTION DRAWINGS
LEGEND
- - -
PR. RIGHT OF WAY
----------
PR. LOT LINE/PARCEL LINE
- -
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
-
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
PR. HANDICAP PARKING
PR. HANDICAP RAMP
O
PR. LOT NUMBER
®
PR. PARKING SPACE COUNT
RI5'
PR. CURB RADIUS
LOD LOD
PR. LIMIT OF DISTURBANCE
LOD-TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200
PR. 5' CONTOUR
EX. 1' CONTOUR
EX. 5' CONTOUR
- -
EX. PROPERTY LINE
- - - - - -
EX. RIGHT-OF-WAY
- -
EX. ADJACENT PROPERTY LINE
---------------
EX. EASEMENT
EX. 1% ANNUAL CHANCE FLOODPLAIN
NW- Nw
EX. NON -TIDAL WETLAND
Se Se
EX. STREAM BUFFER
- - - - - -
EX. BUILDING
__=
EX. CURB
- - - - - - - -
EX. PAVEMENT/EDGE OF GUTTER
------------------- -=
EX. WALK
-... -... -
EX. STREAM/POND
0
EX. TREELINE
EX. TREE
sD SD-
EX. STORM DRAIN
SAN -SAN
EX. SANITARY LINE
w w
EX. WATERLINE
G G
EX. GAS LINE
UGE UGE
EX. UNDERGROUND ELECTRIC
OHE OHE
EX. OVERHEAD ELECTRIC
�
EX. FIRE HYDRANT
0
EX. WATER VALVE
®
EX. WATER METER
_0_
EX. POWER POLE
EX. LIGHT POLE
GENERAL NOTES
1. CONSTRUCTION OF THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ALL WORK SHALL BE
PERFORMED IN ACCORDANCE WITH THE NORTH CAROLINA OCCUPATIONAL SAFETY LAWS. ALL MATERIAL USED ON THIS
PROJECT SHALL BE APPROVED BY THE COUNTY.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES BY CONTACTING NC811 (1-800-632-4949)
72 HOURS PRIOR TO THE START OF CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFERENCE AND
MAINTAIN THE LOCATION MARKINGS DURING THE CONSTRUCTION OF THE PROJECT. IN THE EVENT THAT A UTILITY
LOCATION NEEDS TO BE RE-ESTABLISHED, THE COST TO PROVIDE THIS SHALL BE BORNE BY THE CONTRACTOR.
3. EXISTING UTILITIES ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR AND THE COMPLETENESS OR ACCURACY
OF THE SAME IS NOT GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE LOCATION AND ELEVATION OF THE
EXISTING UTILITIES BEFORE TRENCH EXCAVATION BEGINS. THEY SHALL PROTECT SERVICE CONNECTIONS AND MAINTAIN
THEIR UNINTERRUPTED SERVICE. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED IMMEDIATELY. THE
COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR.
4. ALL STAKING, RESTAKING, AND CUTSHEETS SHALL BE PERFORMED BY A REGISTERED LAND SURVEYOR OR
PROFESSIONAL ENGINEER AT THE CONTRACTOR'S EXPENSE, INCLUDING SERVICE CONNECTIONS.
SITE NOTES
1. BOUNDARY SURVEY PERFORMED BY ENOCH ENGINEERS, PA DATED 4-5-2021.
2. PRELIMINARY WETLANDS EVALUATION WAS PERFORMED BY WETLAND SOLUTIONS, LLC.
3. PROPOSED LOTS - 173 SINGLE FAMILY LOTS.
4. THE SITE LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN)
PER FEMA MAP 3720026000J EFFECTIVE JANUARY 5, 2006.
5. ALL FACILITIES TO MEET HARNETT COUNTY ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS.
6. NO CHURCHES, SCHOOLS OR COMMERCIAL USE AREAS PROPOSED ON THIS SITE.
7. ALL OPEN SPACE AREAS WILL BE MAINTAINED BY THE HOA.
FOR
DUNCAN v S CREEK
OLD US 421
LILLINGTON, NORTH CAROLINA
OLD US-421 (SR 1291)
I
,�---r-�---- --�
L �IiIJ
STREET 7 -1
I F--- ---
---I w
z
-Lu o
I� -- jot
- STREET D - -
lo� sit
TRF
I.� FTq
r
-_ MGDOUGA D ROAD lSR 12291
KEY MAP
SCALE: 1 " = 500'
SCALE 1 " = 500'
PROJECT TEAM
DEVELOPER:
R&R DEVELOPMENT GROUP OF NC, LLC
1092 CLASSIC ROAD
APEX, NC 27539
ATTN: ROB BAILEY (919)-446-6865
LAND PLANNERS,
MORRIS & RITCHIE ASSOCIATES, INC.
CIVIL ENGINEER:
5605 CHAPEL HILL ROAD, SUITE 112
RALEIGH, NC 27607
ATTN: MR. JEREMY KEENY, PE, PLS
SURVEYOR:
ENOCH ENGINEERS, PA.
1403 NC HIGHWAY 50 SOUTH
BENSON, NC 27504
ENVIRON.
WETLAND SOLUTIONS, LLC
CONSULTANT:
DUNN, NC 28334
CONTACT: ADAM CARTER
SITE DATA
OWNER
CLYDE PATTERSON
4271 LEAFLET CHURCH ROAD
BROADWAY NC 27505
DEVELOPER
R&R DEVELOPMENT GROUP OF NC,LLC
1611 JONES FRANKLIN ROAD, STE 101
RALEIGH, NC 27606
PIN
0630-23-0332
DEED BOOK/PAGE/MAP
1420 614 2006-1026
ZONING
RA-30
MIN. LOT SIZE
25,000 SF
LAND USE
RESIDENTIAL
LAND USE CLASSIFICATION
AGRICULTURAL
SITE AREA
213.30 ACRES
TOTAL DISTURBED AREA
30.83 ACRES
PROPOSED DENSITY
174 SINGLE-FAMILY RESIDENTIAL LOTS
SETBACKS
FRONT: 35'
SIDE: 10'
REAR: 25'
CORNER: 20'
WATERSHED PROTECTION
NONE
RIVER BASIN
CAPE FEAR RIVER
IMPERVIOUS AREA
EXISTING: 0 SF (0.00%)
PROPOSED: 2,214,604 SF (23.8%)
MAX IMPERVIOUS AREA
PER LOT
11,200 SF/LOT
STREET
DATA
STREET A
3,780
LF
STREET B
5,700
LF
STREET C
900
LF
STREET D
320
LF
STREET E
1,030
LF
STREET F
1,575
LF
VICINITY MAP
SCALE: 1 "=2000'
INDEX OF DRAWINGS
SHEET
C0.0
COVER SHEET
SHEET
CO.1
EXISTING CONDITIONS PLAN
SHEET
C1.0
OVERALL SITE PLAN
SHEET
C1.1
SITE PLAN
SHEET
C1.2
SITE PLAN
SHEET
C1.3
SITE PLAN
SHEET
C2.1
UTILITY & LIGHTING PLAN
SHEET
C2.2
UTILITY & LIGHTING PLAN
SHEET
C2.3
UTILITY & LIGHTING PLAN
SHEET
C2.4
UTILITY NOTES
SHEET
C3.1
STAGE 1 ESC PLAN
SHEET
C3.2
STAGE 1 ESC PLAN
SHEET
C3.3
STAGE 1 ESC PLAN
SHEET
C3.4
STAGE 2 ESC PLAN
SHEET
C3.5
STAGE 2 ESC PLAN
SHEET
C3.6
STAGE 2 ESC PLAN
SHEET
C4.1
GRADING & DRAINAGE PLAN
SHEET
C4.2
GRADING & DRAINAGE PLAN
SHEET
C4.3
GRADING & DRAINAGE PLAN
SHEET
C6.0
ROADWAYY PLAN & PROFILE SHEET INDEX
SHEET
C6.1
ROADWAY PLAN & PROFILE
SHEET
C6.2
ROADWAY PLAN & PROFILE
SHEET
C6.3
ROADWAY PLAN & PROFILE
SHEET
C6.4
ROADWAY PLAN & PROFILE
SHEET
C6.5
ROADWAY PLAN & PROFILE
SHEET
C6.6
ROADWAY PLAN & PROFILE
SHEET
C6.7
ROADWAY PLAN & PROFILE
SHEET
C6.8
ROADWAY PLAN & PROFILE
SHEET
C6.9
ROADWAY PLAN & PROFILE
SHEET
C6.10
ROADWAY PLAN & PROFILE
SHEET
C6.11
ROADWAY PLAN & PROFILE
SHEET
C6.12
ROADWAY PLAN & PROFILE
SHEET
C7.0
ROAD WIDENING & MARKING PLAN
SHEET
C7.1
ROAD WIDENING SECTIONS
SHEET
C7.2
ROAD WIDENING SECTIONS
SHEET
C7.3
ROAD WIDENING SECTIONS
SHEET
C7.4
ROAD WIDENING SECTIONS
SHEET
C7.5
SIGHT DISTANCE PLAN & PROFILE
SHEET
C7.6
SIGHT DISTANCE PLAN & PROFILE
SHEET
D1.0
SITE DETAILS
SHEET
D2.0
UTILITY DETAILS
SHEET
D2.1
UTILITY DETAILS
SHEET
D2.2
UTILITY DETAILS
SHEET
D3.0
EROSION CONTROL DETAILS
SHEET
D3.1
EROSION CONTROL DETAILS
SHEET
D3.2
EROSION CONTROL DETAILS
SHEET
D3.3
EROSION CONTROL DETAILS

N�
M �
SITE
DATA
OWNER
CLYDE PATTERSON
4271 LEAFLET CHURCH ROAD
BROADWAY NC 27505
DEVELOPER
R&R DEVELOPMENT GROUP OF NC,LLC
1611 JONES FRANKLIN ROAD, STE 101
RALEIGH, NC 27606
PIN
0630-23-0332
DEED BOOK/PAGE/MAP
1420 614 2006-1026
ZONING
RA-30
MIN. LOT SIZE
25,000 SF
LAND USE
RESIDENTIAL
LAND USE CLASSIFICATION
AGRICULTURAL
SITE AREA
213.30 ACRES
TOTAL DISTURBED AREA
30.83 ACRES
PROPOSED DENSITY
173 SINGLE-FAMILY RESIDENTIAL LOTS
SETBACKS
FRONT: 35'
SIDE: 10'
REAR: 25'
CORNER: 20'
WATERSHED PROTECTION
NONE
RIVER BASIN
CAPE FEAR RIVER
IMPERVIOUS AREA
EXISTING: 0 SF (0.00%)
PROPOSED 2,214,604 SF (23 8%)
\ 40,
\\ 0
C
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rp
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.....•••......................
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2 3
DARIN LOFTON BIBBENS &
CARINA JANE BIBBENS
P.I.N. 0630-30-2987.000
_ DEED BOOK 2122, PAGE 525
T � - MAP#2004-1172
JOHNNY LINWOOD HOLLAND I i I /
P.I.N. 0630-33-4196.000
DEED BOOK 2433 PAGE 915-
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I I MAX MCCAULEY, SR. TERESA ANN BRITTON I TERESA ANN BRITTON P.I.N. 0630-03-9365.000 DEED BOOK 3777, PAGE 768
P.I.N. 0630-04-5880.000 P.I.N. 0630-04-6333.000 P.I.N. 0630-03-7814.000 \
I► PAMELA S. BROWN I I DEED BOOK 3777, PAGE 768 MAP#98-307
II P.I.N. 0630-05-8478.000 I DEED MAP 2002BOOK -1009E 904 I DEED BMAP 2 17-57OOK 1479, GE 124 DEED BMAP 20OOK 6�- PAGE 343 I MAP#98-307 `
DEED BOOK 2462, PAGE 322 I # # #
II � MAP#2-331 1
q
6'
SHOULDER
_ 0.02
0.08
I
I
I
50'
RIGHT OF WAY
1
20'
PAVEIMENT
I
0.02
2" S-9.5 B Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" S-9.5 B Superpave Asphalt Mix
8" ABC, Type B
RESIDENTIAL LOCAL ROAD
CROSS SECTION DETAIL
WITH 50' R�W
NTS
6' 5'
SHOULDER DITCH
0.08 DI TCH
3'1 tit
�0.5'
NOTE: SHOULDER WIDTH BETWEEN 4' AND 6' SHALL BE APPROVED
BY THE DISTRICT ENGINEER CONSIDERING ADJACENT LAND
CHARACTERISTICS.
*SUBJECT TO STANDARDS OUTLINED ON PAGE 46 OF THE
NC SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS AND ENGINEERED FIELD SOILS TESTS.
n nn
JIuV VI\ r\u"
8'
SHOULDER
0 02
I
50'
RIGHT OF WAY
1
20'
PAVEIMENT
I
v
2" S-9.5 B Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" S-9.5 B Superpave Asphalt Mix
8" ABC, Type B
RESIDENTIAL COLLECTOR ROAD
CROSS SECTION DETAIL
WITH 50' RZW
NTS
6' 6'
SHOULDER DITCH
0.08 DI TCH
NOTE: SHOULDER WIDTH BETWEEN 4' AND 6' SHALL BE APPROVED
BY THE DISTRICT ENGINEER CONSIDERING ADJACENT LAND
CHARACTERISTICS.
*SUBJECT TO STANDARDS OUTLINED ON PAGE 46 OF THE
NC SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS AND ENGINEERED FIELD SOILS TESTS.
�0.5'
n n-
J I UV VI % (lU V
PROPERTY LINE TABLE
LINE
BEARING
DISTANCE
L-I
5 84° 3q' 10" E
277.56'
L-2
5 84° 42' 2q" E
31q.26'
L-3
5 84° 42' OS" E
306.36
L-4
5 84° 3q' 55" E
215.46
L-5
5 85° 26 11" E
26.03'
L-6
5 7q° 37' 44" E
12q.56'
L-1
5 85° 33' 21" E
55.68'
L-8
5 88° 44' 55" E
12.11'
L-q
N 01" 28' 41" E
13.00'
L-10
5 88° 44' 55" E
85.42'
L-11
5 88° 44' 55" E
47.30'
L-12
N 86° 51' 35" E
151.27'
L-13
N 85° 0622" E
42.58'
L-14
5 560 37' IS" E
64.05'
L-15
5 14" 31' 30" W
105.10'
L-I6
5 500 41' 15" E
163A7'
L-17
5 250 31' 34" V4
181.14'
L-15
5 4q" 31' 22" E
56.54'
L-Iq
5 4q0 24' 58" W
g4.81'
L-20
5 530 48' 52" W
63.57'
L-21
5 5q° 23' 30" W
57.52'
L-22
5 66" 12' 21" W
64.72'
L-23
5 72° 05' 30" W
56.84'
L-24
5 160 I6' Oq" W
50.20'
L-25
5 1q° 52' 31" W
166.16'
SITE NOTES
1. BOUNDARY SURVEY PERFORMED BY ENOCH ENGINEERS, PA DATED 4-5-2021.
2. PRELIMINARY WETLANDS EVALUATION WAS PERFORMED BY WETLAND SOLUTIONS, LLC.
3. PROPOSED LOTS - 173 SINGLE FAMILY LOTS.
4. THE SITE LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN)
PER FEMA MAP 3720026000J EFFECTIVE JANUARY 5, 2006.
5. ALL FACILITIES TO MEET HARNETT COUNTY ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS.
6. NO CHURCHES, SCHOOLS OR COMMERCIAL USE AREAS PROPOSED ON THIS SITE.
7. ALL OPEN SPACE AREAS WILL BE MAINTAINED BY THE HOA.
200 0 200
SCALE 1 " = 200'
400 600

N
M �
'°��,ar _ — OLD 421 SR 1 I I
_ - - _ � _ _X - � 291)
�_ _ yy�� w 60 PUBLIC R/W 30'x30' 51GN
-�� - - _ EASEMENT (TYP.)
- v]LEX. 8" WATER LINE
-�� - - (APPROX. LOCATION)
-- - - - - - - w - _ _ 10 x70 SIGHT
30.--------------------------- _ - _ _- _—�_ -�—�� - DISTANGE (TYP)
1 0' STREETSGAPI= BU�1=R ------------------------------------------------
IEX. BL J------------------------- »
o--------------- —
�I
I 174 I
I r — -25G.OG' -
oI I
PR. 20.0' DRAINAGE I
173 I
1 OPEN SPACE - - NYY NYY EASEMENT (TYP) 0'
1 12.37 AG Nw — I
G EX. WETLANDS ° T
w—;�w_ ��W �i I 172
io2.go' I L-
_ 100.00' 100.001 102 q0 r - - I ' F - - - 249.E ' -
IEX. BLD� — _ ;`^ i i - -I i r - - -
1_F_ EX. WETLANDS ,^ O
_ _ _ .. .. .. .. .. :'
_225.33' - - --/
_---
'\167 I I68 I ;� Iba I /7
/4g
' s7 170
\/ PR. 20.0' DRAINAGE I 1 III I I I I I I 'ol
1 / / EASEMENT (TYP) \ 164 I _
/ 1 \ ' \- - - ; L — — — J i L _ Ib'x20' MAIL J , - 25'x25' SIGHT
i PR. 20 PAVING ' KIOSK (TYP.) — i
163 (TYP) DISTANGE (TYP)
_ - - -
, �� 55� 47.73
q0 100.00 OG 10o.00'
(0) 120.53' - _ /14.ba' �a 8
0'� - - T - 120.53-100.53' bb.14' 35.06'
`\ , ' �, VN(� �N , % ' I , IO'x2o� �� - - 157.03 \
h 58) _ I r _ I _ - _ _ ' SHELTER (TYP.)
r
r �Ir �Ir
124 U I I d 123 I� I i 122 i I I 121 I ' L--- - - - - - - \�
\ cis b I
�242�4---�-� I
S
I � _ � / `. \ ► , I F- N I I �i � I I chi I ' I I �
I ' `� / � \ < I I I III I
/ �V / , \` III 1 , I 10 SIDE SETBAGK I I O I Ila -
I61 ° \\\� I I '� ► ICI
r (TYP)
I I III I �- I�
L - - m I
127 L---- , ---�; �-----�,� �---= 250.00=----I__1`�
\\ � --------�---- _ _ I - -
L- 25o.05' - _=_3.30'Jj I I \ `� ' a I.IS - - a4.77' - - 120.53' 120.53' L 75.40 - - — - - m I I I o
— \ 101.14'
-� ��----------7------, 01 I IIS I o
- - �• I I I - L_ _ _- 25o oO_ __ — -� —� � II \ \ \ \ � ;/ / I Ln L
���' / I I-
7\ r—
II o l o I 128 I to II \\�\ -- / I I--------�
1 I I60 I O
1 II I I I L—
I I
L- - - - - - — - - _� - O ► 12a O I ` �� �' r - - —2-a-I — -- _J_ I Q
r __-25-GOG-_- - b I -- o ' I 117 I Iz
Q _ J� I � / -I I IN�
1 I o f I L--- 250 poi*- o I
I p _ J
L-- ---- o I 130 I �o I / /�` / �1 I v
-250.0G _ - - -� I o I run _ _ J I I / < 137 ` \."F I L- — - = 250.00_-- _ -
lu
250,G0- - - - -
II � IIb I o 0
O
L - - - 250.00_- - _ _ _ —I I O I I 131 / b \ I I O
256_._00 - - - -1
- 1 E 25'x25' SIGHT L _ - - �q i O� j �� \ O / `\/ /I r - - - - - - - _ -
1 I D15TANGE (TYP) 5.71 _ _ - q6• / p, /� / I
Qp
I11
_
1 I II I o I I I 13a `� OPEN 5PAGE 0 �� /
2.5a AG "7 / - I
I / , �� / �, I 114 I 10 pl
2156
I I = L — — 29Oe0 L- O
PR. 20.0' DRAINAGE 1 I ► I _ r -
EASEMENT (TYP)
1 I I I O I 141 I O / ry •� phi / pp I I O
113
L 256 00 I L - - — _ _ — J \ , / I I I 0 1 O
` \ II L----------1
r-------� F--�__ 250.00'-_--�\ `�g��� / III r---------
1 I 155 I I p I 142 ' i �` \ I I O
L————---_---- ---
- I p L _ _ - 355-2
—__�5G-c,___-� j-------� 01
7 O \3 3
ID o PSALBURN JNAY — —�
1 ' PR. 20.0' DRAINAGE �/ S m ,y� 0 3' 173.68' O
- - - - I 154 d \ - - - - J / EASEMENT (TYP) / �'� ��8' 31�� 25'x25' SIGHT O
27i2q-` _ — _ - I I / / 3a.27 O
CP I
DISTANGE (TYPJ - -
256.00_-_ _ _-I - O
cz
�S. I
T` r
/ \ EX. WETLANDS
-
,o \ ��/I---
/
250.0o'---J of
o
i I I
MATGHLINE (SEE SHEET 4)
I
II
X
L - --
I I I
250-oo -
1 p1 r------ -- --
� I I
0
L---250.00'-----J
---------- -
o I
I
-
�
_L - - - - - - - - - -I I r
250fl4—
266.8g7 _ EX. BLDG
I
/ 0 I ff
-L/ ------ — — — — - I L
------32G.05' - —i --
--——————— — — — -JI L—
\ I
O 1
_-----------1
_ � _ 2*2�1'— -- —I—I
I
in l Lcz
I —
I---==-�-_
o ® I
-
L - J
r---250-0o-----I 5
I EX. BLDG_J
o°°. I I ► J
o I 10 I
- I I
r-----250Go-
I
41 I I I I
O I I I I EX. BLDG
—
—
L----- - - - --
�
r - 2-5o.G0- - -
o I I I—
ol I 12 I I r --1
EX. BLDG II
L — — — —
--
r - - - 250-G0— - -�
I I
I 13-
- _ _ I J —1
L___---- - - - - - J SEX. BLDG
I
I r---250-Go--- -I �J
I I
I 14 I
-
L- _ _ _ _ _ - J
r---290-00-----1 (---
1 r EX. BLDG
I IS I
-L--- -- - - --
�I --
r - - - 250GCAL --- -� I — — I
I I I
I Ib I I L _I
L----- - -
---�
r---250-G�-- -� /
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I
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N
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MATGHL I NE (SEE SHEET 5)
3 , IrvI I (3
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PHASE LINE153.616),
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040
PHASE I -
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ROCK nR -
60 22.8q _ _ _21754
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- - - - I - EX- WETLANDS - - - O\ ,-'_'i; _ _ �13�_-� I _O NI 1 37 I N
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MATGNI- NE (SEE SHEET 5)
SCALE 1 " = 100'
..�

I K
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MATGHL I NE (SEE SHEET 4)
-------T-- -�---- _�-�-,� - �,----��.-------r--
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��S \ PR. 20.0' DRAINAGE I ��-' S6•54�
' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ u� \ EASEMENT (TYP)
%- _ _ _ _ _ _ _ _----�'� -- -_ — — — — - ' Fl
_ _ _ _ _ _ _ _ _ _ _ _ _ _ , 1 25'L L
R
' I
- - - - - - - - - - - - - - - -
_ _ _ _ _ - _ _ _ _ _ _ _ _
9
-.
_ EX. WETLANDS
/
/
/
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EX. BLDG
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EX. BLDG
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100
0 100
SCALE 1 " = 100'
200 300

N
M �
V 1 _OLD 421 (SR 1291)I
���— — — — 60' PUBLIC RAW
• - - - - - W - CONNECT TO EX.
I ------- _ — - �_ _-�v�-W 8" WATER LINE
VLF
-----
----------------
L_ eL� I -------
------------
---------------------------
— --� ------
I
------------------------------ � I
I I � I_
GL RD. 5TA. 0+65.8,3 e 16.00' (RT) 8"xb" TEE W/b" VALVE; I I I I
AND FIRE HYDRANT 25.00' (RT)
— I I DIP WATER AT
I STORM 0 r �_
- - - - - N..' NV- N GROSSING (TYP) I J
—] EX. WETLANDS
I O
.. .. .. .. _ _ _ _ .. ../'.. .. .. .. .. w— few�;�W i 172-
-,-----------
Ex �B.D - - I - - - -
- - - EX. WETLANDS- I 4
\ I- I I I GL INTERSECTION 4 T O --
, _ _ _ _ _ _ _ _ _ _ _ _ _ _ STREET A 5TA 6+05.Oq CO
i i I STREET B 5TA 0+10.00 - - - - —� T— —
EX. BLDG
I bb i 167 I I68 1
I :E - - - - I I I GL RD. 5TA. 6+21.67 IJII ,,
' I ® 13.00' (RT) 8"x8" TEE 170 /
GL RD. STA. 14+15A8 ® Ib.00' (RT) 8"xb" I ' W (3) 8" VALVES — —
/ TEE W/6" VALVE; AND FIRE HYDRANT 25.00' (RT) I I
DIP WATER AT / -------------�
' II HC STORM /
GROSSING (TYP ) � ♦ © J
billSDR-21 PVG WAT.
I � \ DIP WATER AT
I I STORM \ / +� - �— -+ -I-- - -� -I - — -
GR0551N6 (TYP.) GIN Gam• - -------------
162
N i WATER METER ' / �� � I GL RD. STA. 0+56.51 ®I6.00' (RT) 8"xb" TEE W/6" VALVE;
\` I (�') I AND FIRE HYDRANT 25.00' (RT)
rj
I
I ICD� i I I Ilq I —
I I
O EX. BLDG
�i tJ 128
117 I I II EX. BLDG
--
I
ry N h —1
/ I
' q�"
REDUCER I v I L EX. BLDG
W I �--I
DIP WATER AT GL RD. 5TA. 4+88.32 ® 16.00' (RT) 6"xb" ff)
STORM I Q / TEE W/6" VALVE; AND FIRE HYDRANT 25.00' (RT) I DIP WATER AT
GR0551NG (TYP) I I i / STORM — —
I + I 131 GRO551N6 (TYP) 13 I r---
I
— — — — — , GL INTERSECTION - - — -
- I EX. BLDG
STREET A STA 22+34.44
STREET C 5TA 0+10.00 _ _ — / \
'I I
I \ I 115 I
6" SDR-21 _
pVG WAT. \
GL RD. 5TA. 22+41.44 I ' 139 \ / /------------ i. — —
® 13.00' (RT) 8"xb" TEEIN (2) 8" VALVES 4
W (1) b" VALVE, _ y / I r EX. BLDG
rn I GL RD. 5TA. 0+60.00 @ I6.00' (RT) 8"xb" � ,' i I14 I I 15
\� TEE W b" VALVE; AND FIRE HYDRANT 25.00' (RT) /
I / 156 � -—-- — - - — --
- -
� �. I / I --I
-1 tJ ' 113 ~
I6 I I —I
- - ( GL RD. STA. 11+80.47 ® I6.00' (RT) 8"xb"
155 TEE W/6" VALVE; AND FIRE HYDRANT 25.00' (RT)
I I /
, 142 `� %' � � DIP WATER AT /
112 + 5TORM
GR0551N6 (TYP)
/ REDUCER
---- ------ / X-2" SDR-21 / I
i _ l I I10 PVG MT. — — _-------- /
— — I L=85.10' Q4D 2+q0 ------
154 R=230.00' WATER METER-
- (TYP) - - I / ♦ I8
GL INTERSECTION
STREET S STA 12+30.47 ,
STREET D STA 0+10.00
GL RD. 5TA. 12+17.47-
/ ® 13.00' (RT) 8"xb" TEE
153 / I Pq (2) 8 VALVES 8 0 T' EX. / WETLANDS IN (1) 6 VALVE la
, I
/ `
I I
100 0 100
MATGHL I NE (SEE SHEET 4)
200 300
LEGEND
- - -
PR. RIGHT OF WAY
-------
PR. LOT LINE/PARCEL LINE
-
- PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
-
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
PR. HANDICAP PARKING
PR. HANDICAP RAMP
®
PR. LOT NUMBER
PR. PARKING SPACE COUNT
RI5' PR. CURB RADIUS
LOD
PR. LIMIT OF DISTURBANCE
LOD-TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200—
PR. 5' CONTOUR
EX. 1' CONTOUR
EX. 5' CONTOUR
- -
EX. PROPERTY LINE
- - -
IX. RIGHT-OF-WAY
- -
IX. ADJACENT PROPERTY LINE
- - - - - - - - - - - - -
IX. EASEMENT
IX. 1% ANNUAL CHANCE FLOODPLAIN
NW
IX. NON -TIDAL WETLAND
SB
EX. STREAM BUFFER
- — — — — -
IX. BUILDING
-------_-
IX. CURB
- - - - - - =
IX. PAVEMENT/EDGE OF GUTTER
---------------
IX. WALK
---
IX. STREAM/POND
��
0EX.TREELINE
IX. TREE
SD
IX. STORM DRAIN
SAN
IX. SANITARY LINE
— W W
EX. WATERLINE
G G
EX. GAS LINE
UGE
IX. UNDERGROUND ELECTRIC
OHE
IX. OVERHEAD ELECTRIC
EX. FIRE HYDRANT
EX. WATER VALVE
0
EX. WATER METER
-0-
IX. POWER POLE
NOTE:
IX. LIGHT POLE
I. WATERLINE SHALL BE A MINIMUM OF THREE FEET
FROM THE Ea6E OF PAVEMENT.
SCALE 1 " = 100'

I �
N
M �
DIP WATER AT STORM MATGHL I NE (SEE SHEET 5)
GRO551N6 (TYP)
GL RD. 5TA. 2q+10.11 ®I6.00' (RT) 8"xb"
TEE W/b" VALVE; AND FIRE HYDRANT 25.00' (RT) 'GL RD. 5TA. 16+35.66 ® I6.00' (RT) 8"xb"
TEE Moll VALVE; AND FIRE HYDRANT 25.00' (RT) I DIP R TER AT
�ot/ 151 \ . ���' GROSSING (TYP)
71
GL INTER5EGTION
.t♦ . STREET A 5TA 37+88.55
STREET B 5TA 16+18.85 1
L=156.45'
R=310.00 22
PHASE LINE
GL RD. STA. Ib+gl.33 23
_ _ _ _ _ ��► ' 14q / / ® 13.00' (RT) 8 "x8" TEE /
/ W (3) 8" VALVES
: PHASE I' � F�� F� F +m F!'
I '1
PHASE 2
QD
4i
q3
c d
+0+mt■ -----
I /
GL RD. 5TA. 22+53.43 @ I6.00' (RT) 8"xb"
TEE W/6" VALVE; AND FIRE HYDRANT 25.00' (RT)
'I - - - - - _
GL RD. 5TA. 6+g4.73 ® 16.00' (RT) 6"xb" GL RD. 5TA.22+g0.43
TEE W/6" VALVE; AND FIRE HYDRANT 25.00' (RT) ® 13.00' (RT) 8"xb" TEE
REDUGER I I W (2) 8" VALVES /
i \ I I DIP WATER AT yy (1) 6" VALVE
` ' I STORM
I \ WATER METER ` \/ — — — — GRO551N6 (TYP.) L=156.45 /
(NP) — I b SDR-21 1 _ R=310.00
PVG WAT. —
.� E,4GL� ROCK nR
I / GL RD. 5TA 6+74A2 GL INTER5EGTION — —
®13.00' (RT) 6"x6" TEE I STREET E 5TA 6+61.g2
GL INTER5EGTION
W (3) 6" VALVES I STREET F 5TA 0+10.00 I STREET B 5TA 23+03.43
I STREET E 5TA 0+10.00 2q
/ DIP WATER AT -�
STORM
I I ' I GRO551NO (TYP)
p � 1
'lul
'ca
� / I
_ _ I 1 I _ _ _ I WATER METER 1
\ , GL RD. 5TA. 6+gb.g3 @ 16.00' ) 6xb" (RT / "67 56 (TYP)
O TEE W/6" VALVE; AND FIRE HYDRANT 25.00' (RT) - 1I
I
_ / 1 ER AT1 O GL RD. 5TA. 31+35.05 @ 16.00' (RT) 8"x6" 1
I I /'" DIP WA STORM - , �'' �� - _ I _ TEE W/6" VALVE; AND FIRE HYDRANT 25.00' (RT)
GRO551N5 (TYP)
.. .4 .4 .4 .. .. ... .. _ _ _ _
1
1
_ 71
I_ _ _ _ _ _ _ _ _ _ _ _
A d �
GL RD. 5TA. 12+70.35 ® 16.00' (RT) 6"xb"
ITEE Mb" VALVE; AND FIRE HYDRANT 25.00' (RT)
100 0 100 200
MATGNL NE (SEE SHEET 5)
/
300
LEGEND
- - -
PR. RIGHT OF WAY
- - — - -
PR. LOT LINE/PARCEL LINE
- — — — — -
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
-
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
T&&
PR. HANDICAP PARKING
In
PR. HANDICAP RAMP
®
PR. LOT NUMBER
PR. PARKING SPACE COUNT
R15'
PR. CURB RADIUS
LOD
PR. LIMIT OF DISTURBANCE
LOD - TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200—
PR. 5' CONTOUR
------
EX. 1' CONTOUR
— —200— -
EX. 5' CONTOUR
- -
EX. PROPERTY LINE
---
EX. RIGHT-OF-WAY
- -
EX. ADJACENT PROPERTY LINE
- - - - - - - - - - - - -
EX. EASEMENT
EX. 1% ANNUAL CHANCE FLOODPLAIN
NW
EX. NON -TIDAL WETLAND
SB
EX. STREAM BUFFER
- — — — — -
EX. BUILDING
EX. CURB
- - - - -
EX. PAVEMENT/EDGE OF GUTTER
--------------
EX. WALK
—
EX. STREAM/POND
EX. TREELINE
EX. TREE
SD
EX. STORM DRAIN
SAN
EX. SANITARY LINE
W W
EX. WATERLINE
G G—
EX. GAS LINE
UGE
EX. UNDERGROUND ELECTRIC
OHE
EX. OVERHEAD ELECTRIC
EX. FIRE HYDRANT
EX. WATER VALVE
®
EX. WATER METER
EX. POWER POLE
EX. LIGHT POLE
NOTE:
I. WATERLINE SHALL BE A MINIMUM OF THREE FEET
FROM THE Ea6E OF PAVEMENT.
SCALE 1 " = 100'

I K
N
M �
MATGHL I NE (SEE SHEET 4)
Ir
i
EX. WETLANDS
I I I \
\ ` / WATER METER
(TYP) '
EX. WETLANDS 4q 1
j6
GL RD. 5TA. 41+'73.35 @ I6.00' (RT) 8"xb" I
\ I TEE W/6" VALVE; AND FIRE HYDRANT 25.00' (RT)
. . . _ _ _ _ _ _ _ _ _ _ _ _ _ _
w_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _
9
- - - W W W W W W W W - - - - - - - - - - - - - - - - ;� - - - - -
_ _ _ _ _ _ - - - - - - - - - - - -
_ _ _ _ _ _ - - - - - - - - - - - - - - - -----
IlAl EX. WETLANDS
W
i'
�W W —tvW —�W DIP WATER AT-
- —tvw 5TORM
— GR0551NCG (TYP),
�• - - - - - - - y- GA51N6 PIPE -
ALONCG LENGTH
OF GROSSING. /
GL RD. 5TA. 4q+77.46 ® 16.00' (RT) V'xb"
TEE W/6" VALVE; AND FIRE HYDRANT 25.00' (RT) 1
fj
�EX. WETLANDS
/
/
GL RD. 5TA. 56+3q.44 @ I6.00' (RT) 5"xb
/ TEE W/b" VALVE; AND \FIRE HYDRANT 25.00' (RT)
\ I 45
1 X. BLDG�
1 EX. BLDG
/ 11 W �� p S 1229�
R A
—_ y- _MOpOpp 60 P,BLIC R�w
W —
40
I
1
1
41
I
%i
6" WATER LINE
GONNEGT TO EX.
6" WATER LINE
(APPROX. LOGATION)
®GL RD. 5TA. 56+7q
8"xb" TEE
W (1) 8" VALVE ff
W (2) b" VALVES `✓E_X\. BLDG ,
LEGEND
- - -
PR. RIGHT OF WAY
-------
PR. LOT LINE/PARCEL LINE
- — — — — -
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
-
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
PR. HANDICAP PARKING
PR. HANDICAP RAMP
®
PR. LOT NUMBER
PR. PARKING SPACE COUNT
RI5'
PR. CURB RADIUS
LOD
PR. LIMIT OF DISTURBANCE
LOD-TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200—
PR. 5' CONTOUR
EX. 1' CONTOUR
EX. 5' CONTOUR
- -
EX. PROPERTY LINE
- - -
EX. RIGHT-OF-WAY
- -
EX. ADJACENT PROPERTY LINE
- - - - - - - - - - - - -
EX. EASEMENT
EX. 1% ANNUAL CHANCE FLOODPLAIN
NW
EX. NON -TIDAL WETLAND
SB
EX. STREAM BUFFER
- — — — — -
EX. BUILDING
EX. CURB
- - - - - - -
EX. PAVEMENT/EDGE OF GUTTER
-----------------
EX. WALK
- -
STREAM/POND
��EX.
EX. TREELINE
EX. TREE
SD
EX. STORM DRAIN
SAN
EX. SANITARY LINE
— W W—
EX. WATERLINE
G G
EX. GAS LINE
UGE
EX. UNDERGROUND ELECTRIC
OHE
EX. OVERHEAD ELECTRIC
EX. FIRE HYDRANT
EX. WATER VALVE
®
EX. WATER METER
-0-
EX. POWER POLE
EX. LIGHT POLE
NOTE:
I. WATERLINE SHALL BE A MINIMUM OF THREE FEET
FROM THE ED&E OF PAVEMENT.
U
100 0 100 200
SCALE 1 " = 100'
300

UTILITY NOTES
A. THE FIRE MARSHALL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN NEW SUBDIVISIONS. HOWEVER, HARNE17
REGIONAL WATER (HRW) PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE HYDRANTS:
1. MUELLER - SUPER CENTURION 250 A-A423 MODEL WITH A 5-1/4" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES
AND ONE PUMPER NOZZLE);
2. AMERICAN DARLING - MARK B-84-B MODEL WITH A 5-1/4" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND
ONE PUMPER NOZZLE);
3. WATEROUS - PACER B-67-250 MODEL WITH A 5-1/4" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE
PUMPER NOZZLE) OR APPROVED EQUAL FOR STANDARDIZATION.
B. FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE NEAR ANY FIRE HYDRANT, WHICH IMPEDES ITS
OPERATION, SHALL BECOME THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION.
C. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDEQ "AUTHORIZATION TO CONSTRUCT" PERMIT TO THE UTILITY
CONTRACTOR BEFORE THE CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST POST A COPY OF THE
NCDEQ "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ)
ON SITE PRIOR TO THE START OF CONSTRUCTION. THE PERMIT MUST BE MAINTAINED ON SITE THROUGHOUT THE ENTIRE
CONSTRUCTION PROCESS OF THE PROPOSED WATER LINES THAT WILL SERVE THIS PROJECT.
D. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT REGIONAL WATER (HRW) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO
DAYS PRIOR TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH
MR. ALAN MOSS, HRW UTILITY CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE
UTILITY CONTRACTOR MUST COORDINATE WITH HRW FOR REGULAR INSPECTION VISITATIONS AND ACCEPTANCE OF THE WATER
SYSTEM(S). CONSTRUCTION WORK SHALL BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HRW WHICH IS 8:00 AM -
5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT PERMITTED BY HRW.
E. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HRW AND THE UTILITY CONTRACTOR WITH A SET OF NCDEQ APPROVED PLANS
MARKED 'RELEASED FOR CONSTRUCTION" AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE REGISTERED LAND
SURVEYOR (RLS) SHOULD STAKE OUT ALL LOT CORNERS AND THE GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH
STREET BEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTION OF THE WATER LINE(S). THE GRADE STAKES SHOULD BE SET WITH
A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE STREET GRADING AND UTILITY
CONSTRUCTION.
F. THE UTILITY CONTRACTOR SHALL PROVIDE THE HRW UTILITY CONSTRUCTION INSPECTOR WITH MATERIAL SUBMITTALS AND SHOP
DRAWINGS FOR ALL PROJECT MATERIALS PRIOR TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND ASSOCIATED WATER
SERVICES IN HARNE17 COUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF
HRW AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL SUBSTANDARD MATERIALS OR MATERIALS NOT
APPROVED FOR USE IN HARNETT COUNTY FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE
HRW UTILITY CONSTRUCTION INSPECTOR.
G. THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL ASSOCIATED APPURTENANCES SHALL BE
CONSTRUCTED IN STRICT IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNE17 REGIONAL WATER (HRW). THE
UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL
ASSOCIATED METER SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS UNTIL THE NEW WATER
MAINS) HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENVIRONMENTAL
HEALTH, PUBLIC WATER SUPPLY SECTION (NCDEQ, DEH, PWS) AND ACCEPTED BY HRW.
H. PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL
METER BOXES MUST BE FLUSH WITH THE GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM OF 8"
BELOW THE METER BOX LID. METER SETTERS SHALL BE CENTERED IN THE METER BOX AND SUPPORTED BY BRICK, BLOCK OR
STONE.
I. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND HRW UTILITY CONSTRUCTION INSPECTOR WITH A
SET OF RED LINE DRAWINGS IDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED LINE DRAWINGS
SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE DEPTHS OF THE WATER LINES AS WELL AS THE GATE VALVES, FIRE
HYDRANTS, METER SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATED APPURTENANCES FOR ALL WATER LINES) CONSTRUCTED IN
HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDEQ APPROVED PLANS. ALL
CHANGE ORDERS MUST BE APPROVED BY HRW AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN
THE RED LINE FIELD DRAWINGS.
J. POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON -POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.)
SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWENTY-FOUR (24") INCHES BETWEEN THE POTABLE WATER MAIN
AND ALL OTHER UTILITIES. NCDOT REQUIRES THE NEW WATER MAINS TO BE INSTALLED UNDER THE STORM WATER LINES. THE
POTABLE WATER MAIN SHALL BE INSTALLED WITH TWENTY-FOUR (24") INCHES OF VERTICAL SEPARATION AND WITH DUCTILE IRON
PIPE WHEN DESIGNED TO BE PLACED UNDER A NONPOTABLE WATER LINE SUCH AS SANITARY SEWER OR STORM SEWER LINES. IF
THESE SEPARATIONS CANNOT BE MAINTAINED THEN THE WATER MAIN SHALL BE INSTALLED WITH DUCTILE IRON PIPE. BOTH THE
POTABLE WATER MAIN AND THE NON -POTABLE WATER LINE MUST BE CAST IRON OR DUCTILE IRON PIPE (DIP) IF THE STATE
MINIMUM SEPARATIONS CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICAL JOINTS ARE AT LEAST
(10') FEET FROM THE POINT WHERE THE POTABLE WATER MAIN CROSSES THE NON -POTABLE WATER LINE.
K. POTABLE WATER MAINS INSTALLED PARALLEL TO NON -POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE
LAID TO PROVIDE A MINIMUM HORIZONTAL DISTANCE OF TEN (10') FEET BETWEEN THE POTABLE WATER MAIN AND SANITARY SEWER
MAINS, SEWER LATERALS AND SERVICES. THE HORIZONTAL SEPARATION BETWEEN THE POTABLE WATER MAIN AND ANY OTHER UTILITY
OR STORM SEWER SHALL NOT BE LESS THAN FIVE (5') FEET. THE POTABLE WATER MAIN MUST BE DUCTILE IRON PIPE IF THIS
HORIZONTAL SEPARATION OF TEN (10') FEET CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST TEN (10')
FEET BEYOND THE POINT WHERE THE MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10') FEET CAN BE RE-ESTABLISHED.
L. METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE POSSIBLE TO LEAVE ADEQUATE SPACE FOR
OTHER UTILITIES TO BE INSTALLED AT A LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1') FOOT INSIDE THE
RIGHT-OF-WAY AND AT LEAST THREE (3') TO FIVE (5') FEET FROM THE PROPERTY LINE BETWEEN THE LOTS.
M. HRW REQUIRES THAT METER BOXES FOR 3/' SERVICES SHALL BE 12" WIDE X 17" LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT
WITH CAST IRON LIDS/COVERS. METER BOXES FOR 1"SERVICES SHALL BE 17"WIDE X 21" LONG ABS PLASTIC BOXES AT LEAST 18" IN
HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER OF THE LIDS. METER BOXES FOR 2" SERVICES SHALL BE
20" WIDE X 32" LONG ABS PLASTIC BOXES AT LEAST 20" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER
OF THE LIDS.
N. MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER ASSEMBLY AND ASSOCIATED APPURTENANCES SO
AS TO PROVIDE AT LEAST EIGHTEEN (18") INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE VAULT AND THE BOTTOM
OF THE METER SETTER. THE MASTER METER MUST BE PROVIDED TEST PORTS IF THE METER IS NOT EQUIPPED WITH TEST PORTS
FROM THE MANUFACTURER IN ACCORDANCE WITH THE HRW ESTABLISHED STANDARD SPECIFICATIONS AND DETAILS. DUCTILE IRON PIPE
MUST BE USED FOR THE MASTER METER VAULT PIPING AND VALVE VAULT PIPING. THE UTILITY CONTRACTOR MUST PROVIDE SHOP
DRAWINGS FOR THE METER VAULTS TO HRW PRIOR TO ORDERING THE CONCRETE VAULTS.
0. THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE LINES THAT CROSS UNDER THE PAVEMENT INSIDE A
SCHEDULE 40 PVC CONDUIT TO ALLOW FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT '/W' WATER SERVICE
LINES MAY BE INSTALLED INSIDE ONE (1) -TWO (2") INCH SCHEDULE 40 PVC CONDUIT OR TWO (2) INDEPENDENT 1"WATER SERVICE
LINES MAY BE INSTALLED INSIDE ONE (1) -THREE (3") INCH SCHEDULE 40 PVC CONDUIT, BUT EACH WATER SERVICE SHALL BE
TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED BY HRW. IF SIDEWALKS ARE PROPOSED, THE CONDUIT
MUST EXTEND PAST THE SIDEWALK.
P. THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS AND ASSOCIATED APPURTENANCES MUST BE
RATED FOR 200 PSI ,AND HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE TEST(S) MUST BE
WITNESSED BY THE HRW UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR MUST NOTIFY HRW WHEN THEY ARE READY TO
BEGIN FILLING IN LINES AND COORDINATE WITH HARNETT REGIONAL WATER TO WITNESS ALL PRESSURE TESTING.
Q. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING COMPRESSED AIR OR OTHER INERT GAS ON THE
STAINLESS STEEL TAPPING SLEEVE(S) PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC PRESSURE TEST
MUST BE WITNESSED BY THE HRW UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC BRAND
STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPS MADE IN HARNETT COUNTY. ALL NEW WATER LINE
EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TO THE DIAMETER OF THE NEW WATER LINE
EXTENSION IN ORDER TO PROVIDE A MEANS OF ISOLATION BETWEEN HARNETT REGIONAL WATER'S EXISTING WATER MAINS AND THE
NEW WATER LINE EXTENSIONS UNDER CONSTRUCTION.
R. ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR-21 PVC PIPE OR CLASS 50 DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI
OR GREATER. ALL PIPES MUST BE PROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION. PVC PIPE
MUST BE PROTECTED FROM EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO INSTALLATION.
S. ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE
HARNETT REGIONAL WATER. ALL WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED BY THE HRW UTILITY
CONSTRUCTION INSPECTOR AND TESTED IN THE HRW LABORATORY.
T. ALL FITTINGS LARGER THAN TWO (2") INCHES DIAMETER SHALL BE DUCTILE IRON. HRW REQUIRES THAT MECHANICAL JOINTS BE
ASSEMBLED WITH GRIP RINGS AS "MEGALUG" FITTINGS ARE NOT APPROVED BY HARNETT REGIONAL WATER FOR PIPE SIZES SMALLER
THAN TWELVE INCHES (12") DIAMETER. PVC PIPE USED FOR WATER MAINS SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL
JOINT WITH GRIP RINGS. GLUED PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER MAINS IN HARNETT COUNTY.
U. HRW REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH WITH ALL WATER LINES. THE TRACER WIRE
SHALL BE 12 GA. INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES OR
MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON TRACER WIRE INSTALLED IN HARNE17 COUNTY. THE
TRACER WIRE MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.
V. THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE HRW UTILITY CONSTRUCTION INSPECTOR WITH A SET
OF RED LINE FIELD DRAWINGS TO IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINES) AND ALL ASSOCIATED SERVICES. ALL
CHANGE ORDERS MUST BE PRE -APPROVED BY HRW AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY
DOCUMENTED IN THE RED LINE FIELD DRAWINGS.
W. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF
PROPOSED WATER LINE EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY CONTRACTOR
SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST
THE WATER LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALL
COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY RELOCATION AND/OR SECURING EXISTING UTILITY
POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE UTILITY OWNER
REQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREET CONSTRUCTION.
X. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS OR NCDOT RIGHT-OF-WAYS THE UTILITY
CONTRACTOR IS REQUIRED TO HAVE A SIGNED NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED
UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. THE UTILITY CONTRACTOR MUST CALL THE INC ONE CALL CENTER AT 811 OR
[phone] TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. EXISTING UTILITIES
SHOWN IN THESE PLANS ARE TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY
LOCATED OR VERIFIED BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.).
THE UTILITY CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES TO THE SATISFACTION OF THE RELATED UTILITY
COMPANY.
Y. THE UTILITY CONTRACTOR SHALL PROVIDE HRW WITH AT LEAST ONE (1) FIRE HYDRANT WRENCH AND ONE (1) BREAK -AWAY FLANGE
KIT FOR EVERY SUBDIVISION WITH FIRE HYDRANTS DEVELOPED IN HARNETT COUNTY. THESE ITEMS MUST BE PROVIDED TO HRW
BEFORE THE FINAL INSPECTION WILL BE SCHEDULED BY THE HRW UTILITY CONSTRUCTION INSPECTOR. IN ADDITION, THE UTILITY
CONTRACTOR SHALL INSTALL A 4" X 4" CONCRETE VALVE MARKER AT THE EDGE OF THE RIGHT-OF-WAY TO IDENTIFY THE LOCATION
OF EACH GATE VALVE INSTALLED IN THE NEW WATER SYSTEM WITH THE EXCEPTION OF THE FIRE HYDRANT ISOLATION VALVES. THE
CONTRACTOR SHALL MEASURE THE DISTANCE FROM THE CENTER OF THE CONCRETE MARKER TO THE CENTER OF THE VALVE BOX.
THIS DISTANCE (IN LINEAR FEET) SHALL BE STAMPED ON THE BRASS PLATE LOCATED ON THE TOP OF THE CONCRETE VALVE
MARKER. IN LIEU OF INSTALLING THE CONCRETE VALVE MARKERS, THE UTILITY CONTRACTOR MAY PROVIDE AT LEAST TWO
MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVE GROUND STRUCTURES TO THE PROFESSIONAL ENGINEER (PE) IN THE
RED LINE DRAWINGS TO IDENTIFY THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER (PE) MUST INCLUDE THESE MEASUREMENTS
IN THE AS -BUILT RECORD DRAWINGS SUBMITTED TO HRW.
I �
N
M O
Z. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO LEAKAGE DAMAGE FROM POOR WORKMANSHIP
DURING THE ONE (1) YEAR WARRANTY PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETT
REGIONAL WATER. HARNETT REGIONAL WATER WILL PROVIDE MAINTENANCE AND REPAIRS WHEN REQUESTED AND BILL THE DEVELOPER
AND/OR UTILITY CONTRACTOR IF NECESSARY DUE TO LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK.
THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGES RESULTING FROM FAILURE TO LOCATE
THE NEW WATER LINES AND ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE WATER LINES
HAVE BEEN APPROVED BY NCDEQ AND ACCEPTED BY HRW. THE FINAL INSPECTION OF WATER SYSTEM IMPROVEMENTS CANNOT BE
SCHEDULED WITH HRW UNTIL THE STREETS HAVE BEEN PAVED; THE RIGHTS -OF -WAY AND UTILITY EASEMENTS HAVE BEEN SEEDED
AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE TO PREVENT EROSION ISSUES ON SITE.
AA. THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED
SANITARY ENGINEERING PRACTICES AND APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS ARE
ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HRW. A COPY OF EACH ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HRW
AS EACH SUCH INSPECTION IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR. WATER AND
SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HRW SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY
AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL TEST, PRESSURE TEST,
BACTERIOLOGICAL TEST, ETC. A HRW INSPECTOR MUST BE PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED
TO HRW. ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH THE HRW INSPECTOR. THE
ENGINEER OF RECORD MUST REQUEST IN WRITING TO SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE
DEVELOPER'S ENGINEER OF RECORD AND THE HRW UTILITY CONSTRUCTION INSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF
ANY DEFECTS OR DEFICIENCIES NOTED DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH LIST,
THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN THE EVENT THE NUMBER OF INSPECTIONS
PERFORMED BY THE HRW EXCEEDS TWO, ADDITIONAL FEESMAY BE ACCESSED TO THE DEVELOPER.

_
- - - - - - - L -- ,I-= " --- \
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---- ' _ - ---_ -31 _ - - \ ___-_ OUTLET SWALE 1 1� p `' - - ----�� _TP'- . \\ / -I I /
319--'------------ _ i - -- -----3u--- ``\\\` \ \ TO BE USED AS TEMP. \ 20 WASHOUT (TYPj 1 ` O �'� c'i 1lllll ;%u LO I PROPERTY LINE .--- - \ ' x I --'- I
t
---- _ _ __ ------ _t---
------- 313-- --_-- \ - \ - WATER DIVERSION w \ `\ DO m = /
CLEAN / I---f-------- _____t 1
` -'311� ----- - _--------------- - --_-_ 31s \ GUL1/f=RT I < = I I I I
`----t- /- -312 - __ -`` \ __ -----------_ \ __�\` ` `\\\ \`\\ RECP \ I �, I "rl _�---
-_316.- -/ ��__- 311--___--_ _ `\\ \ ` _�\ _ -318 \ \ _\` 40 LF IS" RGP o IA5 / / _ %!/-
/ __--- ---- ---- 310_ -- \ -- \ OUTLET SHALE I INV IN = 332.60 / / - o 1 I - 1
- \ 335 LF o 3.7 % SLOPE / / _ _I TEMPORARY GONSTRUGTION l l 1
-- / - -; - ; ' / j 3os - - \ - 317---------- - INV OUT = 332.20 / i ENTRANCE (TYP.)
- _-'----' ;,-- -- _-__ ---- \ ``_ -- 31s--_____---- D STONE LINE LEVEL SPREADER 2' BOTTOM 3 1 51DE 5 OPES / -
_-30
---------- /' j'- -'307___- - --- - ,�`\ \ -31s- _ � ---_ ENTRANCE WIDTH= I6' GRASS LINED CHANNEL 2' DEPTH - 148 GFSI i'-------------- ---- -
- ------ : / / - / __-__-------•314--------- - /
' '/ ' ,.509 � �_------- - \ '-`-_ \ __ _ \ \ ''END WIDTH=3' QIo = q.80 GFS - i /' - .a - \\„. � -mac I I
--- \ -- __ _---------- ___ _ _ = I / _/ �_
/ -_--__ \�, `� __ _ �� ` DEPTH 6 Q2s __ 1131 GFS '\ 1 /
---=1-, / / : /' �'' --- \ \� \ _```= 312_-- ------`----- ```` \\ LENGTH=20' - ` \\ \\\ \`t t 1 II I i i I , rj TEMPORARY )
/, \ - 4" T MB R LI 6 `\ \ / 4 O
- -\ \� \ \ -- --- - PPIN I. \ \ I \ I I / I- � HORSESHOE INLET J .I''
i� , i i - i / ----__ ♦ \ \ --__ \`` ``- \ _ - - � - _ . __ ..\ \ Ev ♦ \ \ 1 1 -
�,,�g '�",��11' - - ,,� '` `♦ `` �``� _ \\ \�` '---- --- '`\ ` \ 1 I 11 , �- w,lnr. :«�,� 4 1Q 1 1 I r / k PROTECTION (TYP.)-----•••------
10_ / - - /''S"I / /� "/ i -' ' 1"-/--, 298-_ ♦ \ �\ \` __-_ _ __ \` __-_-_------- `-\ \ ` I �, I �. \ _ I F ----
O 'rr TTT I I _
/ / / / i i �' ----' �` 2g `♦ \ ` �` - \ `` \ \� _ `-308-__ --- .: - \ ` \ 1 \ I I L .. .. . . . . . / I 1 I I / ;
-''- i / ' % j 'i ' i - / ��- -� / - -: 2V_ '.\ \\,`\ ♦\ \\ �1_______` �_\__\\ _\ _\ - _�`_- _______ _-_-_ - `_ ``\ `\ \� 1 \ \ \ / ♦ p -gyp F % % I I
'-- �- ' i / i i j/ 90 / - \� \\ ♦\ \\ `_________300 �3p0 -_ _� \, ``` \\ ;ip _-___---- ----- =___ - �`\_ `\\ \` I 1 1 I \ ` 1 / / / TLOD ' $F T_h- SF�L(JD // I / � L J
- - ,/ j i / i j X,� Ai g1'-,- / /' ' . \\.\ `+► `\\. -_--- -- - \ \\ \\ ` \\` S ` - --___ -y-_` .. `\ . \ .. +M 1 I I 1 \ \\ . . . . . . . /.� /- , / �� I / '
-�-'j _ I
J'' : ' i - // i i ' / / /' i - `\ `\ `.\ `` - \\ ♦\ `\ - - `\ Y / / I I I I I I I I i i i %' DIT MENT TRAP / I / ;
/ i / \ , _ 1 1 CI.4 2 / /
�° i : / / / I I I i ' / \\\ \\ �`\ \ \\ _-- �\ I / / i / / / / / / I / N/-�JV�-�-V7� / i - X 14 X 2 DEPTFf i O % _ _ /
/ L' : / �/ / ,I\ I I i : ' \\ \\ \ \ \\---------- / / l-------- ----- DESIGN VOL. = 467 GF / i I ---- / / ; -
/ / I I 1 --' ' ' { - ♦\ \\` ` � \ ''----------- = . �%� 1 1 / , �' / i i l l i , __--------- PERIMETI=R SILT FENCE 1 _� / ` ----`\ -- IV
/ / / I I / , ,. \. -�_� ��� ` _ . / / ./ r / /-/ , l l I - /' SURFACE AREA = 380 SF __ I I { i
/ / � / / , I I / / \ \ \ \ \ \ \ _ / / / N -W OUTLETS �600 LF
/ / / I 1 / / {\ . \ \ \ OUTLET SHALE 2 s-'- ��
�/: / // ' /' / II i •' " '' " / \ '\` '♦`` `' -__ _ \ STONE LINE LEVEL SPREADER `\\�•' TO BE USED AS TEMP. ' % I --��/• / --- -AREA = 1a265 Sq ft - BAFFLES AT 7' 14' 21" I-i / i % .�/i
/ / / / / ' ' % / `\ ` - " \ I /l / CLEAN WATER DIVERSION w/ / I I / / / azs- DIVERSION BERM / / / t I { I /
- a / / / / / / _ � -- \ENTRANCE WIDTH= Ib' � i / . 1 / l i / / / / - -______- ---- (TYP AU 1 ' _ L,
-_ \ -
i --327•--- / �
- / / / / / / / / ` \ I / / / / / / // / - 7_ - / / / ��1 `
/ > / / / / / / /-_ ♦ `. \' . / ,. .RECP / / / / / / /-' _-32a'- / IG / / \
/ , , \ \ ,END WIDTH-3 \ I / / / - / / / CULVERT 2- - r /
/ / , / / , / \ \ \ ` / / / / OUTLET 51-JALE 2 / / -CLEAR WATER DIVERSION SHALE - � /
-,-' / / / / , �/ \ \ 'DEPTH=.6 \ , / / / /
/ ,-;, I %' %/ / / ; '/ ` - \ ' ` ' ' 1' ' / ` / f : 135 I " b.4% SLOPE ' / � / : � : ��y�•y _-----------'
/ ; __ \ \ LENGTH=20 1 / �'/ 40 LF IS" RGP ®I CnK-' -' . < j - I
INV IN = -4b. Jo_ --- i --- - l
/ - / / / / : - \ \ I / I r r 2o``FLAT BOTTOM W 3:1 SIDE SLOPES i / / , .A / /
e% - - / ' / / / % `\ I .\ .I 4 TIMBER LIPPING y . / , / , /� / \ - / - - - -�I
/ / . 1 / / , / / INV OUT = 340.30,---- _ _ . / I /
ti9 - 6 : / / i / : \ \ I I / / / / / ,6RA55 LINED CHANNEL I / / / / : : - I /
`L . / . \ \ \ 1 I / / _ /
%' _ 9 / : %' : ' / / / \ I \ a 1 1 1 % i / , __ / / / / ' / . / Qio = q.23 GF5 / / / / ' ' / /' QIo = 3.1a GF5 / _ ---- ---- I I ' / I I r-
/ - 1 r / / / \ ,__,
' , --- ✓ ' i / / / / \ \. \ . r ? / / " / ---_ . / , . / / / / / / ' / ' % Q25 = 3b8 GFS ____-- ----- - ` \ I ., \
/ / / \ I I / - r , / / Q25 = lOb5 GFS / / / / / ' % ' 1 � .'�
' % / - -- / / / ` \ I 1 I / �' a'' - / / ti r / / i / i ' ' / i i / i i i / / ' / L'D / ---- ,i l p / CLEAR WATER DIVERSION A
i ", -� -- / / i ` ` I. I 1 N 9 9 _- �l/ / ,� / // r / / / / / // / / i , / % / - __--------_ " , '
♦ 1 / A. '' / / / / / / / i '1 / �/
/ - / / / \ \' I a 1 ; ( 1 y / / -_---- ----_ / / / , , , / , , / , / , / , / / / / / / / TEMPORARY MAIL '' , I / 'T I-\\ w/ RECP SEE SHEET D3.1
/k"' - - , / - / : / ``\ I 1 m 1 I / / % - ----- ry ' / / / / / , / / , , / / / / / / / / - " i I I / / ( )
9 _ ' / / / ' N / / _ / / / I / / / / , / / / / / / / / / !i
,ti , % / \ c1 I 1 N, I 1 \ I 1 / / _ -__30 �, , , I , / / , /, , / / /, ; / / / / , , , , KIOSK LOCATION AND -_____ - / / / AREA = 92201 sq ft
/ , i / I", / / ` I . / C d \ I I / / i __-____� _ ' / / / , / / / / / , / / / / / / - _ /1 / / ✓ -, -'
/ - , / N \ l I I I f � , , / , , , / / / / ; �; / / / ; , ASSOCIATED PARKING / ,/ - / HYD L= 538 HT= 10.5
/ / / f ! , / __ / / / / / / _ - __�
/ I / I I I : ' _ i i , , SILT FENCE � / / \ �- '
l / r / • / a6' `` i i / 1. I III I / , �°� / / / I / , / / / / SILT FENGE/TREE \ '
/ r / / II / f / I I 1 1 1 r / / / - - -Ir / / / /, , / OUTLET (TYPJ' � , - ' / DEPTH OF FLOW =34 /
/ / / / , \ I / , / / / / / / / / / / / / / /� / PROTECTION FENCE (TYP.) --- _/ ' / /'Y`'
/ , , / I 1 I / / // / r , / - / I I / / """/ - _ / ` '\ Q2= 1.84CFS
I I I I 1 1 f / I I / / � / / , / r / / O' / / / / // / , , / / / / / / , /' --- I ------ Quo = 2.44 CFS " /
/ / , , / / / I / , , fi / / , / / . ; / /- - _ _ - 342- - -\ _ , .y'S ,
I 1 I I I I 1 _ _ 1 / / / / / / ,' / / / / / / / / , __----_ O , / / / , / / / / / / / / / / ' H //-'- ----------------------- \ - �`\ /
/ / / /'/ / / / / ' / / �- % / / / / / / / / '
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n / / / ' / / / \ `I 1 ` \ h' \ /
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I I I / I 1 / / / / / / / % / / % / - / / MN 'Y ' ' ' ,S 11��.1 l'l ' , /--___-�\__ - - \\ ` / _-'-" __-__ \_- r ,-
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I I 1 I I 1 ' \ / / 1 / f/ / / DIVERSION BERM TO TEMP / / I l " I I I 1 / / / -•347 ., �\ \ i I i /'� /
1 1 I , , , , _ , \ \\I I , ,
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I I I I I I 1 / 1 , , 1 , / / / /' / , / / / / / - // / ' 1 h I I i I 1 I / ' ' / / / ', ' / // / / ' / ' /-----___ \ ♦ \ \ \ / / / ' / ' /
/ / / / 1 4 - I I I I I 1 I I / / / / / / " / / / / / /- , - \
1 I I 1 1 I / / / / / / / / / ' / / . . , _--' --/ I I / , / / , / / . . , - \ I \\ t I / / / / / , "
I I I I I , / / I , 1 / / SEDITMENT TRAP l I I ��, ' o" I I , / . / `-- / / I / / '
I I I I I I I : / / / / / 1/ , / , / / / / / / / ; ; - `• - - - ,M ) , _ / , , , i _ -__-- \ ` `'� -___\ I � `\ I / / / I 1 / / '
I I I I I I /__ I / / j / / / / / / ' / / CULVERT 3 314- '/ % : ' ' / / / i , / �"���Y�i I / / / / /
/ I I I I I 1 / ♦_ I I / , / / / / / / / , / / / ' O - 31 % // .< /// ,%C : : / i / /- ,,1-- \ r / / / , /� /
1 I I I I / / 48 LF 18 RGP A I\I.4 _ 3 % % / %' �% , / / ' - / ' " / �' / `s,--- `\ \ ` \ i `\\\ I I / / / / , / " /
I 1 I 1 / I / / / / \ / / / , , / / / 1 / / 1 , / /
' a� I I l 1 1 I I I I 1 / / I ' / i , -_-_ ' t4 / ' / / / / r / // / / " ,'- ,% ' C / _ I I I I / ...I/�
/ I 1 1 I I / / / / / 1NV 1 .. 1.7M i / ''- / / / / /'/ / // / / / 1 r / /, % i '/ / / / L,Cl/ 1 1 \ I I I I 1 I / / / / / "
/ N 1 I I 1 / I 1 / / / l I / / , --- / / / , / / / / / / / / / / ( �.' , / / / / / , , / "ti4 \ L \ 1 1 I 1 / , / ,� ,
/ I 1 I 1 I 1 I I / 1 / l / / / / / A / / ♦ / / \ 1 , \ i �,^ / /�I.,, 1� 1,-' `\�` I / / /
/ I 1 I I 1 I 11 1 I 1 I I I l / 1 T- 308.a2� // ,// / - 1 /// /, f /� % /♦ i// I r' , / /,I -i/ %/ i / i �amnmu +1'lluluru "'F /Q `\ ',, ' I I I I I I I I I I / / i i h
/ / I \ 1 1 1 1 1 I I 1 1 I I 1 1 / I / / / / / _�/ / / / /V / / / / /� \ / / /'\r \ i.' / /r \I / \� 11111, , 1 1 I I 1 , / /
i / I I 1 I I /-__ I I I 1 I 1 I / I / o / / I- / / / / / / / / / ` / / I > _ / / , /''\ /4 , / i ,�f�()p., % \ `\ �\ ` �'` \`♦ 1 1 \ I I 1 I I I p / �/ / /.y11.
/ I I 1 I / \ I I I I 1 I / l 1 QIO = 3.IQ GFS / l /�fi // `'/� "- '� 4 \ 'Y�\�oo'o s I I 1 /! I /
I I I 1 `\ I I I I 1 1 / 1 / / / !' t-/ // / /, /, '\ j / I / / i C- / \ ` `\ `` I I I 1 1 I i I I I 1
--i ' / I \ 1 % / \\\ j I I I I I I I I I I I 1 I I 1 1 o Q25 = 3b8 GFS / / j j r / 1 % / / / / / ! / / / / / / , % // ,i ' �j,�i / y /`I / / i� � `\ ` = \ 1 1 /
/ / I / I I I I I I I 1 Iv / I I / - _ / / / /- ' I / . , _ IW+r�� __ _ \ \ \ \ I ' /
1 1 19 / / " /, ' , '/ /' L '` t / �llllll I ` \ 1 \ 1 1 I I 1 -I- l I '
1 I I I I 1 I \ I I I I I I I o I I 1 / / / / f% I 1 TEMPORARY / // '- /,/ % / / / /�//' / �` / / \ ` \ \\ \ \ ,\ \ I \ I I I 1 I / / , /
/ I I I I \ 1 I I 1 1 I 1 1 \ I I I I 1 I 1 I / / / / //, I �`� / ' / / / !/`\,/ 1 / `°\\ °1 mm�/I I l `-�♦ -1 \ \ \ \ \ I I I I� / /
-� , I I I I I I 1 1 I I I I I I I I I I I I I 1 PERIMETER SILT FENGEI / / '�o,,,, 1 i// // HORSESHOE INLET l /% �i /// !f/ j /.,,,/ I /�/� / ` .CLEAR WATER DIV B nhrrrriq / `. , _ i1 \ \ 1 \ 1 I I I 1 I 1 I I 1 1 I // , j
% 1 I \ \ 1 I 1 I I I 1 I I I \ I \ % ' ""iiii % i i ' ' '/ % / I I .f ",,o\\ % " W/ RECP SEE SHEET -----' ,) _ \\ \ 1 1 / /
I I I 1 I / ,i , / I / / I / I / '� \ I 1 I I I 1 / /
/ I I 1 1 1 1 1 I I I I\ I I \ 1 \ l W OUTLETS t800 LFI I \ r r ��� /, :: PROTECTION (TYP j/ // // r r/, I I I I "� L -; , ( i"" Io'� J% /,^♦_ \ `\ \ � 1 i I I I I I I 11 i i I //
-� / / 1 I 1 I 1 1 I I I I 1 1 I I \ \ \ \ ` AREA = 24138q� ft1 I \ \ \ \ ,^_, /j�'•0 / / / / j !� , / / / • / i / / / ' / // I I __ _ / D3.1) ,� / ""poi // \ \i - `\ \\ `\ \ I I I \ I rt' 1TI/ / /
' / / / I 1 1 1 I I I 1 I 1 1 \ 1 I \ ( , ii ' / / / / / / // / ' / / - ' / Op ,iu % / / 3\ \ \ I 1 I 1 1 1 I I I f 1 / /
i 1 , 1 I I 1 \ 1 1 \ 'mil• \ ii �� / / / , , / / / / , / / / / I _ , I I/Ill"A mwnwnui = \\ I 1 1 I \ 1 I I I �I
' /I / / 1 1 I I 1 \ I 1 1 I \ \ `N \ \ I 1 \ \ \ \ / / / / / / / / ,% '/ / / / / - �� \\ l ----_. ii \ _ \ \ \ \ \ `\ 1 I I \ I 1 I /
/ I I I I I I I 1 \ N \ \ \ ` \ \ \ I : //,� !f'•./ / / �,/// ///II / / / /I ` / AREA=31161s ft l I
- ` ---, 1 1 I I 1 I 1 \ m \ \ \ \ \ \ \ \ \ \ \ I \ \ / ,, / / X///p , / / / / / / , / / / \ \ J / �I i _ � \ \ 1 1 \ I 1 I I I
_ -- ' , I / 1 \ LIMI w� / ///� ��" , o, a \ \ \ \ 1 1 I 1 r
_ \`\`` j / / / I --1 1 1 I I I I I 1 \ \ \ Np rn \ \\ \ \I \\ \ `\ \ \\ `\ \ `\ \ \ `\ \ /// % %pnpl nn Ip TS 1N/'4TER / / / '•`I'/ I I \ \ \ n „� 1 ` \ /// \ \\ \ \ \ , 1 \ I I I \ 1 �\T1 1--+• 1 1 N 1 I
lful GLEAR 1 • ! / I \�� \ o° / HYD L= 250' HT= 8' \ \ \ \ 1 1 1 \ I 1 I �,
_ mdmoi / f l I / ♦ \ - ^ \ I \ - \ \ ` ` ; 1 I 1 �� \ 1 1 I I 1 I I 1 I
,I / / I 1 III. / \ I� \ 1 SHEER STRESS .5 _ P\ \ �--__--_ \ t \\ \ \ \ 1 1 1 \ 1 1 I I I 1 1 I
-\\\ f ,1 / f , " I I 1 I 1 I 1 1 I \ \ \ y �' \ \ \ \ \ \ \\ \\ \ \ \\ \ \\ \ / / / / % l' �lllpl 1 , �w �u ,n Iu uullllul mllu w ui l uG, / \ V 1 I , t ` \ \ \ I 1 1 1 1
/. / / / I I I 1 \ \ \ - \ \ \ \ ♦ \ \ \ \ I / / ♦ \ 1 / \0\
_ i l I / ; 1 1 1 1 1 I I 1 \ N� �, '� \ \\ \ \ \ \` `\ \`\ `♦ \ \\ `\ \ `\ `\\` `\ /r�l 1 i / i LIMITS GUAR yyAT�R I l ,vC`\ \ \I I\���tt•`a i i DEPTH OF FLOW .25' _---- `�\ `\ . \ \ \ `\ 1 1 I I
/ / / \ I I I 1 1 \ N \ \ \ \ \ I I I p{RRI=A D / , \ ��,��1/// --1� O __ \ \ I1 1 1 � 1 1 1 1
\ ` -' / I / \ 1 ; \ iN m N \ I\ \ \ \ \ \ `\ \ ♦ \ \ \ \\ ` ' �L_ 1 I I / / / I I 1 I ' I ' ' i I iii//� I \ ♦\\i 1 I / Q2 = U.72 CFS I `\ J - \ \ \ \ \ \ 1 I 1 I I I I I 1 I 1 I I
1 N w iOo \ \ \ \ \ \ 1 I I I I I I I I I I I I I / I , ,_ -\ / 1 \J i1 I 1 ♦ \ \ \ , 1 1 1 1 1 1 I
/ \ \ \ I N - \ \ \ \ \ \ \ \` \` \ \ \ \ \ \ _ II 1 I I l I I I I 1 I / \\ 1 1 /-_I I -_ ♦ 7 \ \ \ \ \ \ , 1 1 I I I I
/ / / / \ \ \ 1 Iv `% I \ \ \ \ ` ` \ . \ ♦ ` \ \ \ 1 I I I 1 / I 1 I 1 I I I /I I 1 1 I\\o\\ 11 1,-' \ \ \ 1 1 I� I I 1
-`\ \ , / / / / \ \ \ \ I'> �', ` \ ` \ `\\ \ `\ `\ \\ `. `♦ \ \ \ \ \ ` \ I I I I I I I I 1 I I I I 1 I I 1 I I I 1 I I (I II fl�inn1111 w II mu mu0r \ t\u I/ : QIo = 0.96 CFS-------- I\ ` \ \ ` \\ \ I 1 I 1 I 1 1 I 1 I 1
♦ �,,// \\\mTPII\\\\\\\ \\\\ \\\\\I\\\\ \ \ I II I1/II1I 1IIIIIII II1uc��1f/Jif�I� III // _`_... ` ; - \\ \\\1 11I111II IIII NII
\♦ `� / / / \ \ \ 'P \ \ \ ` `\ \ \\ `\ \ `\ ` \ \ \ \ \ l l ` \ \ \ \ ` I \ 1 I I 1 I I I I I I I I I I 1 IIII w to ro 11 II 1 I / i II , - \ % \ -` \\ \ \ 1 w 1 I 1 I 1 I
\ `. ♦ \ \ \ \ \\ \ \ I 1 1 \ I I I I III w +1*i 1 1111 I I I, 1111'-� "" , \ "` % \ \ I I \ I fI � I \ I I I I I > I I
` _ - / / / / ` \ \ \\ `\ \ \ \ \ ` • \ \ \ \ \ I LIMITS OF I 1 1 Ili 1 11 / \ / / _ \ \ \ \ 1 \ 1 1 I I 1 1 11 II I
I\\ - / / r \ \ \ \ \ \ ` \\ \ \ .. \ \ \ \ / I 1 1 W,,�'N 1 1 I " I " / 1 I "" , \ \ \ \ \ I 1 , I I 1 1 I
\ - / / / \ \ \ \ \ \ \ \ \ \ f I I I I I auJ \ \ I / \ / \ �I I I I I
\\\ \\ \. \ \ \ \ LIMITS OF \ \\ `I \ / I I l "°' 1 1 1 1 1 II / II / ` \ \ \ \ \ 1 1 I --1�� 1
\ \_- \ \ \ \ \ \ \ \ \ . , \ \ \ \ \ 1 I I I I I DISTURBANCE 1 I I r n m 1 1 1 I 1� , 2 1 I / : '- _ / \ \ I \ - ' - 1 I - I I 1
- �� \ \ \\ \\ ` \\\ I I I I I I I- - I I \ I 1 I11 / . / - ` `\ 1 I I I I I \ I I I
♦`\ ---- :' \ \ `\ `\ `\ `\ \\ D 15TURBANGE (TYP) � \ \ I \ I\ \ 1 1 1 I I I I I I Si 'S - I I,I I 11 I 1 \\ / ,\ s - \ \\ I \ \\ \♦ \ 1 I 1 I I I I 1 1 1 I
♦- _, / : \ \ \ T \-_ \ \ \ \ \ \\ \ \ \ 1 1 I I I i I 11 1 1 \ /\ b J I I✓ , , - - / 1 \ --- \ \ \ 1 1 I 1 I 1 1 I 1 1 1 1 1 1 I
`\ ` --- i i ♦- \ \ ` `\ \ \ \ \ -♦ \ \ \ \ 1 1` \ \ I \ \ \ 1 ( 1 \ I I I I 1 'I w N o 1 I \ 1 1 1\ , \ -' / ,_5 " i' / ---- 1 \ \ ` \ 1 1 I I I I I 1 I I 1 - I I I I I
\- - --' / i \ \ \ \ \ \ I I I 1 u I''.+ ` 1 1 1 \ 1 \ ' / II / " 41' / \ \ (\ `\ m I I
" / \ \ \ \ \\ \ \ ♦ \ \ \ 11 1 I 1 1 I 1 1 1 I I 1 1 I 1 r•, m I I I I\\ I\\ 1\ ` ✓! II i / / -___-- \. ♦J I \ 1 1 1 1 I I I 1 N I I
\ \ ♦ \ \ \ \ \ \ \ 1 1 I 1 I I I a , I I I 1 \ \ \ I \ /-`\---- \ / `\ \ 1 1 I I Ti I I
-_ _/ / \ \ \ `\ \ \\ \ \ ♦ \\ I I 1\ 1 I I I 1 1 I I \ l l I 1 1 l I I \ \ i I ' _- \ 1 1 1 I I I
\-``-----'' , _ \ \ \ \ ` \ \ \ \ I I I 1 I 1 I 1 \ \ \ \\ \ \\ \ \ / I i \ \ \ I ♦ ` \ 1 1 I I I I
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\\ \\ `\ `\ `\ `\ \\ I 1\ I I I I I \ 1 1 1\ \ 11 1 1 1 1 1 1 1 1\\ \ \ \ \ `. I --- ` \ \ 1 �- ` ` \\ 1 I I I I I I I I I I I
\ , , - `\ \\ `\ \ `I. `\ `\ ` ` \ 1 1 11 I 1 I I ' 1 1 I I 1 I 1 I \ `\ \ \ \ \\ \\` \\ -\ __ - --- "'/ - --_-__ _♦ \ I \ 1 I- I \ . \\. I I I n 1 1
\ \ \ \ 1 1 I 1 1 I I I I 1 1 I\ , 1 \ \ 1 I I I I
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\ \ \ \ \ \ \ I I I I 1 I 1 1 1 11 \ \ \_`
\ \ \ ` \ \ \ ` ` I 11 I I I I 1 1 1 1 1 1 I I 1 1 \ \ \ \ \ \ \\\\ \ - .----' ' - .�$� ``\ I ✓ 1 rn I 1 1 1
---- / \ \ i i i PERIMETER SILT FENCE I I I I 1 I l l \\ \\ \\\ `\\ --- _- _ _-' `` \\I I I/ r \ 1 1 1 1 1 1 1 1 i i l l
1 1 1 I 1 I I I W o 1 1 1 1 1 1 \ \\ \ \\ \\\ ♦ -`` `_; -- __' - `� 1 1 I LIMITS OF \ I I I I I f-1 I I I I I I I
\ \ 1 1 I I 1 I I 1 W OI%TLETS *800 LF 1 II I I I I '� a'+ 1 I 1 1 1 1 \ I I\ \\ \ \\ `\ `\\`-\ `. `` _. DISTURBANCE (TYP� ` 1 1 I �■,�!�■ 0- /�/� \\ I i I I 1 I I 11 I I 1 I
\ -•278- --- /___ \ \ I 1 I I I I I 11 1 I I I I I I I I I \ \\\\ \\ \\ ` -_ .- - ---- -` `\\\. \`. 1 1 1 -`- /� -- DISTURBANCE l I I I-� \\ I I 1 i I 1 I 1 I I I I I ; 1 I
/--- " -♦\ \ \ 1 1 / 1 / j ) AREA = 24138 s�7 ft I 11 I 1 I 1 - `\ 1 1 1 l I I I \ \ 1 \ \ \ \ \ \ \ \\ \ \ \\- `\``` \-- \ / -'3_ - ----'_ - - _ \`\` t I 1 / , \\ \ \ %\ I \ 1 I 1 1 1 1 I I I I 1 I I I
/ \ \ \ I I / / / , I ry I I I I 1 I 1 I I \ \ I 1 \ \ \ \ \ \ \ \ \ \ \ ♦ ♦\\`\\\ .- i1+9nt�i - /--- - / -- --_ \ I ) I //` ' \ \ \ I \ 1 1 I I I I I I N I I I 1 I I
1 / / , I 1 1 1 \ ` \ \ \ \ ` \ I I l / \ \ \ \ \ I I I I I I
�- \ 1 \ I / / I I % I I I 1 1 1 I I I I II 1 1 1 1 I \ \\ \\ \\\ \ \♦ ♦` \\ / - I 1/ \ \ I 1 \ I I I 1 I I I
_ / \ \ \ 1 I r / / / y , , / , l 1 , / / I 1 1 1 I I 1 m - I / 1 \ 1 \ `. \. \ \ \ \\ \ \ \` \ \\ ♦` \ `\\ `\_ ` '' - --- CLEAR WATER DIVERSION I \ ` D I i i / jam' l i " \ t\ \ \I I \ I I I I 1 1 I I i I i i i I 1 1 1
\ \ 1 1 I 1 / / I / / / / / I // I I 1 1 I I �I o o i I I 1 \ , \ `\ \ \ ` \\\\ `\ `\ , ` -<a--- 2'''' // I I I l I/ l I \ 1 1 1 I n 1 I I I
_-� - - ,_-_- \ \ I I 1 / / / , / , ///, I I I I I I: n 1 1 1 \\ \ `\ \\ \\\ \ \, \ �\ \_` -_-34 - / _ C - I I , I I I l \ \ I I I I l I I I I I I I 'O I / / I I I I I I 1 1 1
i / __\ \ \ I I I I I / / / / / / / / I / I I o r9i I I I I TRLE \ \ \ \ \\ \ \♦ \ \ ! \ - ` / / / / \ 1 I I 1 I I 1 I , I I
1 1 I I \ \ \ \ \ \ \ -'� 41--'' / `\ / 7 \ I I I / l I/ / I I I I I
/ /, \\ \ \ I I 1 1 I I / / / / / / / l / / / / I I II I 1, 1 I I I I I `\ \ PROTECTION FENCE `\ \\ \ \\ \ \\ \\ `♦\ \ \ `� ♦\ \ __-_---- -a3 / W/ RECP (SEE SHEET D3.1) `\\\ I I / I I I \ \ \ 1 1 \ I I I { I I I I / / / , l I / / I I I I I
/ \♦ \ 11 I 1 I l , / / / / , , I I / 1 I. $ I I 1 I I \ \ \ \ \♦ \ \ \ ` - '0 -`. I I I I ��(��I l \ 1 I I 1 1 I I I // / -r-1 I I I I
/ " / ♦ ♦ \ \ \ I I I I I I I 1 1 I / / I � l 1 I I 1 \ ` IG \ \ \\ I \\ \ \\ \ \ . -`. `\ \ / _� _ _ q -`\ I V 11 r ll- -- 1 1 I I I 1 I / / / / / / / / / I I I "I 1
/ / I A 8 I I I I \ (j'YP AU \\ \ \ \ ♦ -AREA = 96154 S ft _\\ \ I I l l l I \ 1 I I I 1 I 1 I I I I// •�` / /T/ // i I 1 I N 1
r `\ \ \ \ \ 1 1 I I I / / ro 1 1 I \ ` \ ` ` \r ♦\ J \ I l , / \ \ I I 1 1
\ ` I \ \ I I I I I I I 1 I I / / l I M 1 I I I I I I\ \\ ` ` �\ \ \ \\. \ \\ \\ \\ \ `\ C� - - - ��HYD L= 550' HT= 36' `� `\\♦ ` \\ O/ 1 1 I I I I / /� 1 1
\ \ \ \ I I ( \ \ \ 1 I I I I 1 I 1 I II `` \ \ \ \ \ 1 - I I I 111 I Q \ \ 1 I I / / / - N l
1- i \ \ \ I \ \ 1 1 \ \ \ \ 1 I I I 1 I I . 3' l I I I I \ ` \ \ U \ \ ` \ ` \ \ \ \ \ \ \\ `.-` - "SHEER STRESS 1.32 ` ` I 1 I I I 1 I \ 1 \ 1 1 1 1 1 1 I I/, I I, / , / / / r / M / / 1 f
\ \ \ I 1 1 \ 1 I I 1 \ 1 I I I I 1 N / I j I I \ \ \ \ ` `\ \\ ` ``\ \\ \ \\ \ `\\ �` `\ \\ _\` `\\ _ i 7 ---- ''�_ '-' \`\\ \ \ \\ 1 I 1 1 I I I 1 1 1 I I I I / / / / / /
' \\ \\ \\ \ \ \ \\ ` \ \ \ \ I N I 1 \ \ \ \ \ \ \ \ \ - _ _-- _-i1__--i- / \ \ I 1 I I / �/ /" %' / / / / / / I
` \ \ \ \ \ 1 { \ - �` \ 1 1 I I I /
/ \ \ \ \ 9 \ ` „ N I I \ ♦ \ \ \ \ \ \ \ \ \ \ \ \ \N --_ _.DEPTH OF FLOW .34' \ 1 1 1 I I \ 1 I l 1 I I 1 1 1 / , /� �/ / /
/ \ \ \ \ \ \ \ \ \ N J I 1 I \ \ \ \ \ \ \ \ \ \ \ \ \ _ _ ''/ �`\ \ \ I 1 1 I I 111 I I / / / , � , / /
, , \ \ \ \ \ I \ I \ \ \ \ \ \ \ \ \ r, ro I I 1 1 1 l I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ `\ ` \ \\ ` ` -``` --- - - 2 = 2.85 CFS `\ \\ \ \ \ I I I I 1 1 . 1 I 1 1 I 1 1 I I I / / / / / / ; / / / / / I
\ ( � \\ \\ \\ \ \ \\ \ \ \\ \ I I \ \ \ t N m & m I I 1, 1 I I I I \ \ \ \\ , \\ \`\ `\ \\ `\ \ `\ \\ `\ `\ \\ \\ ` \\ `\ \ \ �� _ - /' - - Q `\ 1 1 1 I 1 1 1 1 I I I 1 I I / / r / , / / / , / / / /
\ \ \ \ 1] 1 I I I I I I /1 1 \ I I / I I //////, , / / , / // / / ,
\ I / \ \ \ \ \ \ \ \ \ \ \ \ \ \, N'°a I 1 \ ` \ \ 1 I I \ ` \ \ \ \ \\\ \ \ \ \ \ `\ \ \ \ \ \ `\ %Q_70=3.78CFS \ \ `\ \ ` II I I I I I I IV 1I 1 1 I I1 I /I //// ,/ / /, , , ,/ , / , /
\ I \ \ I \ \ \ \\ \\ \ \ \ ? N u \ 1 \ \ \ \ 1 I I \ ` \ \ \\ \ \. \ \ \ \ \ \ \ \ `\ I \ \ `_-_----____- --' _ --- \ ` ` \ \ ` I I 1 I I I I I I I 1 1 \ \ 1 J 1 III 11 I / //// ' / % i i / / / / I
\ \ \ \ \ ` \ \ \ \ \ \ Nm iO \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ CLEAR WATER DIVERSION D7 I \ ` ` --33a -- ,�'' "/' / ------ \ \ \ \ I_ I 1 I I i I i i I , 1I/II // //1r / i i /: ' ' ' , ; / / yN
`\ \ \ \ \ \ \ \ \ ? . \ II \ \ \ ' !\\\�j\ ,-. \ ♦ / -_ _ \ \ I I I I I I r 1 1 \ I I Il/ II// ///./ / ,` f / ' I' / /
\ \ I ` ` ` \ \ ` \ \ \ \ ? CULVERT 4 I \ \ \ , I ` >\ WI RECP (SEE SHEET D3.1) \ \ �_ _ ___- - _____ _ \ 1 I I I \ I I I O _ I \ I / / 1 I / 11� 1 1 / TT_ '`' /
\ `\ --%- -" `\ `\ \ \ \ \ \ \ \ N� WN �°- ` I ` \\ \`\ '`� `: ' ' `. `.. ` _ - / 1 \ \ 1 \ \ _ I , I 1 1 /
I \ ` \ \ \ ` \ \ ` \ \ N " I \\ ` \ \\ �` AREA = 197083 S ft I ♦♦ _ �- " ------ /'' ----_ STOCKPILE \ \ \ 1 \ \ \ \ \ \ `p --- 1 w � I 1 1 11 /, , / /�/ /I /// / i /'��-- ,' / i / I /
\ 48 LF IS RGP ®1.21AS� \ \ / (TYPj i \ \ 1 __ I I l 1 /� / /// / / ' , / /
\ \ \ \ \ \ \ \ \ \ // /rr , / /
\ \ ( i \\ \ \ \ \ 'I, \ \ \ `\ ` \ \\ \ \♦ - `'�?` i - - - - ♦ \ �''a, � \ \ \ \ \ \ \ \ \ ` \ \ 1 \ I __ 1 C, , / r % % / r / /r / / , / / / , , " , , %
1 ` \ \ " \ \ \ \ \ \ \? 3 \ \ \ `\ INV IN = 297.761NV \ \ \ ` HYD L= 605 HT= 49.25 '` \ `� _ __ ,-- _ --- \ \ \ \ r/ 1 / i ii i�, ' /I ' �' / ' /1 , /
\ \ \ - _ \ a \ \ \ \\ \ \ \ \ \ \ \ / / r / // / /
\ / . \ \ \ \ \ \ \ - _ \ \ \ q 1 �n / /
I \ \ r \ \ \ \ ?�`' '. OUT = 297.18 \ I ` \ -_ \ '-, - _ a \ \ \ // �i /� /T%' s' /
\ ` I \ \ \ \ \ a/ \ \ \ \ \ \ \ \ \ \ `\ ` SHEER STRESS 1.29 \ ` ``\\ /• : - - j------__ \ /2S �`?a \\ \\ \\ \ \\ \ \ \ \ \ 1 \ \ \ I\ \ \ `, 1 i / r'i/ / // / //� �/" / ti ' /
\ \ 1 \ \ \ ? ?- \ \ \ \ \ \ \ \ \ - \ \\ `\ _ / - ---- -" \ 3? \` I \ \ \ \ \ I 1 \ i i % /%/ % / /// /, /,// , ' / /- i , /'
1 1 \ \ �? \ \ \ \ \ \ QIo = 7.03 GFS \ \ - ♦ \ ;__ _ 1 -/ - \ \ -, 1 \' - \- -=5` / / / ��`/_ I' /
\ \ DEPTH OF FLOW .62 "PERIMETER SILT FENCE W OUTLETS ? \ \ \ \ \\ \ ` \ \ / / / i / iO ' i '
I 1 `\ \ \ ` ?1 0 \ I \ \ ` \ \ \ \ GLZ = 8.11 G�5 \ \ �`-, `\� `\ ^\ \ 'Qz _ 3.69 CFS . ♦ _ - * 650 LF 2j \ \ \ \ \ _ \ \ \ \ \ \ \ \ - // „, / /i/ // ,i/ , ,/ , " _3'1� - '% / / 3'`g /
I I \ \ `'� r \ \ \ \ \ \ \ \ I i \ \ \ \\ \\ ♦ \ \\` \ \ \ \ \\ -327___ __7- J \ \ I \ \ \ \ \ \ - \ It\\ \` \`. \ ♦ ♦ / /4/ / j/i// /�/i/, /f/i / i ,- /
I \ \ \ r \ \ \\ \ \ \ \ \ \\ \\ \ \ \ ' i \ \ \ \ \\ \ \ \ \ �,- \ \ 'QIo = 4.90 CFS ` \ -_-_ - - - \ \ \ \ ♦ a ♦ _ \ \ \ \ \`\\ \ ♦ / / / / /�// / // // / / / , - / / /
-"? \ \ `I \I \ \ 1 1 \ \ \ \ \\ \ \e \\ ` `\ \---__-,\i _ARE/ = g353 $i� ft /- \\ \ \ \ \ \. `\ 1\ `\\ \ �`� ` �`♦\� \ J\,- -, ---35 \ �/, /�'/j%% //// //// / //// / /'/-' '/ _/ / i / ,
�� 2•- / , / /// // , / ,
I \ \ I /' �j \ \ \ \ \ \ \ \ \ \ \ 1 \ \ 1 \ \ ` \ \ `♦ ` `\ \\\ `\ \ '\ -\ ` ` •\ i ` `♦ ` ` 3 � - _-' - , ^- `\ \ \ \ \ \ \ �� \ 3 `` \ <\ \\ __35' /, /r�i,// //// //// /, /i / / / -
1 \ \ \ I \ \ t \ � \ \ \ �/ �,\ ? � - - ! __ _------ TEMPORARY a \ - $ / . / / �/ / , { / / /
\ \ \ \ \ \ \ / \ \ _`__ // / / / / / / a
\ \ i \ \ \ \ -\\ \ / /// // /// / / %� /
\ \ \ ` \ \ \ \ \ \ \ \ \ I \ \ \ \ `\ `♦ \ \ \ \ \ A\ \ \ 1 I I \\ \\ .� \\ `323.\\ - %' / ` HORSESHOE INLET .I `\ ; "_`. ` I 347-' '� /iij,/// ��,/� / / / -' ' /' '-- 6 - /
/ i i \ \ \ \ \ \ \\ \ \ \ \ \ \ ._ - --'--- _--'- %-- -_---- \ PROTECTION TYP ♦ j - �_ �= /i/ �/ / % /� _
_ 1 --` \ \ _ \ a \ ---'' _- \ I 1 \ \ __- ___4o LF I RGP ®LOSiS. , - - "i _ -
I I 1 1 \ \ \ \ \ ` `GLEAN WATER ` -- \`` ` \ \ \ / \ \ _ / i - i' - " / \ \ 1 \ I 1 \ \ \ \ \\ - _ `\ - 8 / // " / / �i i' 15 ----/%�----_% 1
\\ \ \\ \ \ \ \ \ \ ` \ _ \ \ \ \-_ op- _, _ / _ 315 ---- ` I 1 I I 1 \ \ ` \__\\ - _ _ , /i/ ' i / / / - . 12''
- - �- I - \\ \ ` \ \ (DIVERSION SWALE \ It `\ - _---' - ; - I I I `\ eye -1; --__ _ /
/ 1 \ 1 1 \ \ \ I \ TO oUTLET \ \ \ \ \ ♦ ` - - - --'_ _� �- \ \ \ I I 1 1 \ ` �`�1 -_/ = 29_-_ --' -_ - , /, , / , / / ---'
1 \ \ \ \ 11 \ \ _' ; \ 1 \ 1 \ _ _ -INV IN 2.10 / - 3 - j.
_ 1 1 I 3 \ I OUT 331.70 •/ /-'---�'' ,__-'
1 I I / \ ` \ . \ \ 1 I \ \ \ /. . / / -
I I \ \ 1 \ \ I \ \ I I \ \ \ \ \ \ \ �\ \ \ \ \ \�------' ,� k._ \ I I 1 I I \ \ \� - / / / / ,
_, / \ I I \ I \ \`\- \ \ \ , \ \ \ \ \ \ ` `_- _ --t - - ,' % /' \ I I I 1 I \ \ 327•_-"• u-` -- - ' ' 6 --- -'
I I I \ 11 \ 1 I 1 1 1 1 \ \ \ \ \ \ ♦ �\ \ \ \ \ \ \ \\ `J(� \\ \ I ` \ \ ` ` ` ` \ _ ------------ --'-' "" !- \ ` I I I I \ 1 1 \ \ \� _-_- , d -_- -=-` ,_�_.U(IU = �.03 GF5 %%' , %'\� ' -_-'
\ 1 \ I I I \ `\ ♦ \ \ \\ \ \ \ \ \ I \ \ \ ` \ ` \ - - / 1 ' - \ 1 I I I \ \ \ .![{]Q� _ 0m = 8.11 cx-s _ ' / , : -- _ /
/ , 1 \ I I ` , \ 1 l 1 ,SEDIMENT LADEN WATER --`-\ \ ` 'r (i \ I I \ ` i! \ \ -- / ! : ' _ \ 1 1 1 1 1 I \ \ \ \ 6 1 ti =-- - ' _ - --_' /
I \ 1 •-_ \ \ \ G I 1 \ \ \ \ \ \ / __- \ \ I 1 1 I 1 1 \ \ \ \ --------------- %% -' %- .> . - -/
I I 1 \ 1 1 I I DIVERSION BERM \ \ \ \ \ 5 , I \ \ \ rN \ \ - _ - \ I I I 1 I \ \ \ : - 310
/��� _ \ I I \ \ I 1 \ \ I \ _ __ _ ; - \ \ CLEAR WATER DIV E1 ' \ (/� - __----- a1 "/
\ / 1 I I \\ \ \ \ 1 I I 1 \ l I f 1�1CA� �\ ` 1 \ \ \ \ \ 1 I 1 I 1 \ I \ \ o \ ` \ `----------- ---= ---''- -' 313' / - \ \ ` r , -•322-- �j-' ,� _ 5-- _''(- i / i --------------- - -_
\ \ f / 1 I \ \ \ I 1 I 1 \ _ - \ I 1 I I 1 I I 1 I 1 \ I IV { \ \ �-_- ------_-'_ -_ _' \ \ \ ,� i - /�__r � __ / _---!-�-'�ll I _i�31
- _ - 1Cv`
\ \ I I \ \ I \ \ . \ _ _ \ \ I I I I I 1 1 \ \ \_ / w/ RECP (SEE SHEET \ \ : -':-_>-��---
\ \ I I I \ `\ \ \ I i 1 I I SILT FENCE /TREE \ \ i 1 I I \ ` -- 1z D3.1 ' v _ ---
\ \ I I I I I 1 1 1 I 1 \ \ \ \ I 1 I I I I J I 1 I 1 rn \ \ \ I. \ ♦♦ , ___3 -- -- \ \ ) \ _- �- " -, ---- ' /: ' ' --_- % �" i'- __307--- _�-----
\` \`\ \ \\ \ f \ \ I 1 1 \ I\ PROTECTION FENCE (TYP) `\ \ I ' 1 1 I i I / / 0 1 I \ \ \ \` -- ` /--------- / ,-,_- ` q \\ / , -- / " ,-/ / / � - --_-_' _ ____� /
\ \ I \ \ \ I I I 1 / / M 1 1 \ I \ \ i� _ __ -_-'' \ AREA = 56946 s ft s , -' - ' , _- �-_
\\ \ \ \ \ I ----'\ \ \ \ \ 1 \ \ \ C \\ ` 1 1 I 1 I I 1 / / 1 1 1 I \ \ ----_ ' ---'_W- - _--__-_- \ \ \ \ _ / / -� / ,---' i / / / / / ---
\ \ \ \ \ \ \ I \ 1 \ \ \ I ` ``\ ♦ \`\ I o I I 1 I `♦ h _ / - \ _ / / " / / / / /
`\ \ \ - \ \ \ \ \ \ 1 I { M I 1 I \ ,I ` ------ - - \ \ HYD L= 500' HT= 30.5 \\ \ / / : ' I / /--3 "-/' -313- / /' i / / � _ 304'- --
\ \\ I \ I \ \ \ \ \ \ \ \ \L _ I 1 I � % 1 1 I I \/ ♦ \ - - --- - -_-- --- \ \ I SHEER STRESS .95 \\ _ / ' / % : ' /' % --I - ---' -I
` \ \ ` \ \ \ \ ` I I I I 1 I \ ' `\ \ _3 HETLANDS , - \ \ I._- - % / ' I __---
I m r I I \ _ / / / _
\ \ \ I `� \ \ \ \ \ \ \ \ I v of N r- I - \ I 1 1 - - i - / --- ' ' _-' -
\ \ \\ \ \ \ I I \ \ \ \ \ \ \ n rn ;`I � �i OI I 1 TEMPORARY DIVERSION _ --_ - - \ \ \ \ l DEPTH OF FLOW .25' \\ a ,' : i i ' / /� �_-- - __----
I \ \ \ \ I \ \ \ \ \\ \\ \\ ` \ 1 1 N , I _ - _'' -� \ 1 ` / i / / / ,' , 31 - / / / - _-----
\ \ \ \ 1 1 ; . \ \ \ \ \ \ \ - , I I=i 1v 1 I 1 1 I DITCH (TYP) ___--'ems _-, -- / 1 \ I I Q2 = 1.19 CFS \ `5.. ' , " / %'/ - - - ____ y -
\ \ \ \ I I \ `. `\ \ \ \ ` �[�` I 1 rn I 1 f I I 11 I I 1 -.\\ ----- - -_- ' / -- -- 1 1 I \ _ / / , / " - -_-'_ ---_I ' -.•__
\ \ \ \ \ 1 I \ \` I I 1 1 m I N i I I I I I I I I I 1 `\ 307-__-' - -/ -\ . I I 1 1 QIo = 1.58 CFS \ _ / , , / / / _/ / /' _ - / 1 i -'--_-__--
\ \ `t i i D STONE LINE LEVEL SPRE1s�DER 1 I I w N I I \ \-'--------- = ---- I I 1 \ \\ _ / '/ _-'-' , '` ,
\ 50 \ `\ ♦ ` \ \ I I i h N I r 1 r 1 I I I 1 \ \ \ ` \ 1 , 1 i 1 , / / / / - --- / i J'
\ ♦ ` 1 r 1 I I I 1 \ `\ / ' \ 1 1 1 1 I I I 1 1 I \ % , k / %% i i' i / '/ _
1 \ \ 01 1 1 ENTRANCE WIDTH= 10 \ \ \ \` 1 , N i' 1 I I I I I I ` I \ ` ___ --_-30 _- --' .. \\. I I I I l I I I I 1 I \ / f / i �`��� '_"''_ _
1 \ \ I I I END WIDTH=3 \\ \ `\1 ♦` " ` 'a it I I 1 1 , I 1 1 1 1 I \ \ / _ ---- -\ \ \ I 1 I I I 1 1 1 = 1 / , / / � / - 29 ----
\ \ \ I 1 I i \ I I I l \ \\\ - 305� -_-' _ 1 I I I 1 \ I 7 / % SILT FE1 W OUTLETS �XJC7 'F i /'---_---- _
\\ \ \ \ I 1 DEPTH=S \ i♦ \ STA6E 1I IM"ENT TRAP II I I I I I I \ 1 \\ \ \ � , ____-'' - '- - -- ------ . ♦\ \I 1 l i \ I I I 1 I I I l \ \ I \ _ 1 ) / -�/ / AREA = 24382 sG) ft '" ooilI - _ - /---_-_i -
\ \ 1 1 i \\ ''X 12 X 2 DEPTH I I I I I l \ 1 r \ \ \ \ --- ---- 4- - - \ I 1 1 I \ / , / , / , i , rL: T" "'� --N
\ I LENGTH-10 \ \ \ . 1 I I I 1 I I 1 I O \ ` \ ♦ ----- - \ 1 I I I I I I I I \ \ \ \ / / , . / /// / : : ' I 1/ ,_
\ \ \ \ I „ ` n = 1 I I 1 0 \ I .\ - ' \ \ \ I I 1 \ \ \ \ z� / / 9 / / / / / / / -' � _ __
`I \ \ \ 1 4 TIMBER LIPPING `\ \ \ ' 16N VOL. 258 GF 1 I 1 1 I I I I ,I \ \ \ _\ _303.- ---' _ \ \ I \ 1 1 1 I I I I I I 1 \ 1 \ \ ` , , / / / / / / / / // O % .,.--------' / - ' _291 j ------------
\ \ \ . 'I> _ I I I I I \ \ _---- ----- -.- - / � \ I 1 I I I I \ \ / / / / / / ' / : : ' - � /' -I
\t \ \ \ �d1Jl 11E AREA - 288 �J' FI 1 1 1 I \ \ I \ _- =\ \ \ I I 1 1 \ \ / ' _ --
\ % \\ \ \ \ \ \ \ ` \ I 1 I I I I I \ \ \ _ - ---' / -_'_ \ \ \ \ I I I I I I 1 1 \ \ \ \ / / ,�/ / j' / i / % , i / / i - / ! /' " -'� -
- __ 1 \ I \ _/ / / / / / _
\ \ \ n , I I I 1 1 \ _ 2 - _--- --- \\ I 1 / / / / , --------' , 9 __
\ \ \ \ \ \ \ \ N I I I 1 1 \. \_ -30 / \ I \ \ 1 1 I I \ I I 1 \ \ ` / \ / / / / / / / /, / , / / / /
\ \ \ \ `- \ ` \ \ BAFFLES AT b 12 IS 1 I 1 \ - ,-- 1 1 1 I \ �_- / ' � / ' / _ t 1' --------
\\\ \\\\ �\ I \\ \\ \\ it I I \\ \\ \ N 1 i i / 1 / i i i I I I i i i i i I I \ I ,GLEAN WATER DIVERSION - / ,---__ \ ' 1 \ \ \ ;Ir- I I i I f\ \: ./F %� , / / ,- % ' %% r ' / /';-__------------
\ , \ _�, I l 1 / / I 1 1 1 1 I I I \ \ \ \ \ ` ` 301 / \ - \ 1 �1 I I l 1 "/ \/ / ' ,' ' "'i / / % / / , / / / / : / /
\ I I I \ W/ LINER IG -f 1 I. I a.1�.1\ �\ \\ 1 I ► /�� /, / , / , / / � / //
N 1 I / I I I I I I 1 I 1 I \` \ \ \ \ \ (TYP AU / / - a� SILT FENCE /TREE . "��\ \ I I �� b \ /:' I /i / I / / I / / / OUTLET SWALE 4 - - ---- /
OUTLET SWALE 3 OUTLET SHALE 3 I I I I 1 \ \ \ /\ \\ \ / / // I / / ,1' 1 / / / / / / -
I 1 I I I I I I 1 \ \ \ \ \ !- \ -- _ %-"-_-'- \\ \ I / / V / / , / / / / 265 LF ®5.14SK SLOPE 96 - %__--
TO BE USED AS TEMP. 241 LF ® 4.�I3% SLOPE I I I I I I 1 I I 1 1 1 I \ - -300 / \� `, \ I ' \' /1 �'/ / / / / / / , ti 7--
1 I l I ` `..,. ` PROTECTION FENCE (TYPj 1 I \ r \ •' / ; / / / /�; ; j2' FLAT BOTTOM W 3:1 SIDE SLOPES _-
\ CLEAN WATER DIVERSION w/ 2 FLAT BOTTOM W 3:1 ODE SLOPES / 1 I I I I I I I I 1 I 1 \ \ \ \ ` I' \ / - I I • - \ I \ \ yb\ I I r/" / / / / '- j I / / ' , - ----- - -
' i I i 1 !4,I \ I 1 / / / r , / / / 1 GRASS LINED CHANNEL 2 DEPTH -
`♦ `. RECP GRA55 LINED CHANNEL 2' DEPTH I I I I I I \ \ \ \ v\ --__ - / , \I I I \ \\ w ,�� I ep�= � /,/ � / / �, / / / , OUTLET SWALE 4 --
\ , , I I I I l 1 I SILT FENCE \ ` \ \ / \ LIMITS OF I 1 I = / / / / / %" I / / QIo = 4.36 cf5
\\ \ \ \ \ I i 1 \ 1 i i i QIo = 8.37 cf5 O 1 I 1 1 I \ I \ I \ \��\--2sa---'' - / - :. \ 1 \ / / I I / / / / �/ TO BE USED AS TEMP.
? \ \ t \ \ \ \ 1 1 1 1 1 I 1 1 I \OUTLET ) \ \ \ ` - : ' / __ \ 1 DISTURBANCE (TYPj \; I I_ - ,� / / / / 1 /etas = 5.03 cf5
\ \ \ s I (TYP• \ \- - CLEAN WATER DIVERSION w/
\ Sir \ \ \ \ \ ' I I 1 Q75 = a.b5 cf5 1 1 ` \ \ \ ,. \ I l I� '_ \ \ 1 \ / / / A / , / �- ; ----
\ \ \ \ I \ 1 1 I I \ \ 1 1 1 1 \ \ \ \ \ •\ \ \ \ \ \ ! / / �N \ i 1 \ \ I 1 1 \ 1 / I / / / / / / ' / / 293''' /
\ \ \ \ \ I \ \ \ 1 1 \ I \ \ \ I 1 1 I 1 \ \ \ \ ` ` ` `\ \ \ \ \/ -�`\' / ,: ' 1 /' # \ \ \ 1 \ \ \ I I 1 I\�` \\ I \ / / / RECP
\ \ \ 1 1 \ I 1 \ 1 1 I \ \ \ 1 I I \ \ \ \ \ \ ♦ -, / \ 1 1 /• / rTAF OfF'- - i __-- ---
\ 1 I \ 1 \ \ \ \ \ 1 1 \ \ ` /-\ / / \ \ 1 1 \ \ \ \ 1 1 \\ o \\I t \ / / / ' ^; % % 11 ' P / ' i
\ \ \ 1 1 1 \ \ \ \ \ I I \ ` PERIMETER SILT FENCE ` ` �TEGTION FENCE _- \ 1 I \ \ \ \ \ I \ / / -
\ \ \ 1 I 1 I \ \ I ` \ \ \ \ \ \ W OUTLETS fb60 LF' \ \ \ d� 11 / - , I \ \ \ \ I \ \ \ . I \ \ `\ ,� /
1 __ STRZET• a - �ro� �T�'f� F-�� _
\ 1 1 \ \ 1 I I 1 1 \ I 1 \ \ \ ! \ \ \ \ \ \ \ 9 \� - " / / \ \ \ I \ \ \ \ \ w I 1 \Q \ I o / I / "'F' $ L(p / / / i /' /-- / -
\ \ 1 1 1 1 I I I 1 \ I I I \ \ 1 \ \ \ \ \ \ \ ` AREA = 24138 SG� ft \ \ \ ♦ `\ �_ ,ry \ \ - - i-----/ / '� \ \ \ \ \ 1 \ \ I\ \ \ \ \ I c I \ \\� \ \\ / I I ! �h l I I ; 1 T- U ` ; ' / /
1 1 1 1 1 I 1 1 1 N I \ \ 1 \ \ \ \ \ \ / , " / \ \ \ \ \ 1 J \ / I I II / / N , "O j�\
\ \ \ \ \ \ \ \ \ \ \� i i r D STONE LINE LEVEL SPREADER'_
I I I J I 1 1 1 \ ` \ \ \ \ \ \ ` " , ' , / I \ \ \ \ \ \ \ \ \ \ i / I 1 I I r>N '0 /
1 1 1 1 I I I 1 ,a \ I \ \ \ I \ '\ \ \ ` •` \ \ \ `\\ " \ \ \ \ \ \ \ \ \ ` \� \ \ / / / / / I CULVERT b �' 50
1 I 1 l 1 1 I I I 1 I \ 1 I 1 1 1 - - \ `\ \ \ `\ \\ \ \ \ \\ \\ ` r% , -_ - ,- \ \ \I \ \ \\ \\ \\ \\ `\\� ♦♦ / '/ I n 1 /
\ I 1 1 I I I i. \ \ \ \ \ \ \ \ \ \ \ \ \ \ ��\ \ \ \I� \ ��}� i��� I i I I I 48 LF 18 RGP ® 2.25% � ENTRANCE WIDTH= 10'
L I l / -I N I \ \ \ \ \ \ \ \ \ \ \ \ \ \ _/ / - \ ----' / ' / ' i _ \ \ \ \ \ \ \ \ \\ \ \� \ \ \ \ ------"""TT / / f I ' END WIDTH=3
T / _1 j , 1 J 1 I I I I I o \ \ \ \ ` \ \ \ \ \ \ \ \ \\ \ \ `\ `\ \ \\ f - �- / / v� \ I \ \ \ \ \ \ ^ \ \ \. \ \\O \ T I I 1 I ( / '
I I a0 1 1 I I 1 \ I \ \ \ ` \ \ \ \ \ \ \ \ \\ " / _-t k '/• " \ \ \ \ \ \ \ ` \ \ \ \\ _ / 1 I I I INV IN = 308.66 \ I, I
! / / l / N \ I I \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ " c / / / \ \ \ \ \ \ \ OQ \ \ \\ / / I / / J I 1 ' .-
1 1 / IV / \ 0 1 \ I I I I \ \ \ \ \ \ ` \ ` ` ` ` \ \ ` / '� \ ✓ / / „� \ \ \ \ � • � \ \ \ �- _ / / / I INV OUT = 307.58
/ \ 1 I 1 \ \ \ \ \ < \ \ \ \\ \ \ \ \ `. I \ = IL / / / / I ` I DEPTH=S
/ / / , , \ \ \ I 1 I 1 I \ \ I \ \ \ ` \ \ ` \ `\ \ \ \ \ \ \ `\ \\ - i \ \ : : \ \ \ ` \ \ \ \ \ \ IS \ \ L \\ I l 1 I , , / 1 , \ 1
/ 1 / / / \ I ` 1 1 \ \ \ ` \ \ I \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ ` � \ \ ♦, ,_ \�- I , - ` \ \ b \ ` \ \ \ \ \ `\\ _ / / / I I QIO = 4.36 GFS \ \ I LENGTH=10
/ / m 1 \ 1 --\ ` \ \ \ \ \ \ \ 2 \_ / / -i : \ \ \ P \ \ \ `6. , \ N 1 \\ / 1 r /
r / , / / ry \ I 1 I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ 89.. , , \ \ ` i 1 '`, ` \ ` \ "C \ ` \ ` I'' \ \ \ t N V I `:- / \I I I / I 1 I \ \ \ I n --
1 / I / , /___ I \ 1 I \ \ \ \ I \ 1 /' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ `\ `\ '0 . \ � �` i \_ F / : ' - \ . \ ` \ O \ \ \ \ \ ;, \ I \ \ /, / y \ \4 C\�` L --- / I I I / l / / 1 I , Q25 = 5.03 GF5 \ \ I \ 4 TIMBER LIPPING -
I I , / 1 I 1 \ \ \ \ \ 1 I / \ \\ \ \ \ \\ \ `\ \\ \\ \ \\ \ \ \\ \\ \ \\ \\ \ \\`___ ✓ i / `\ \\_i // __ \\ \\ \ \ \�\ \\ \ ; NN I \ \\ \ \\ /^r1 %� \ \\ \ ` ` \ /`a 1 1 ' I 1 ' 1 1 \ \\ \ ` \ 1 ' I / /
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MATGHL I NE (SEE SHEET G5.2)
LEGEND:
-LOD
LIMITS OF DISTURBANCE
-SF -SF-
SILT FENCE
-SFSF-
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DITCH
TEMPORARY DIVERSION DITCH w/ LINER
,,
CLEAR WATER DIVERSION BERM w/ LINER
CLEAR WATER DIVERSION SWALE to OUTLET
`= .__� .
320
EX CONTOUR LINE
�2o
PROP CONTOUR LINE
HORSESHOE INLET PROTECTION
ROCK CHECK DAM
®
MATTING
TEMPORARY SLOPE DRAIN
- TP - TP -
TREE PROTECTION FENCE
NOTE:
ALL CLEAN WATER DIVERSION SWALES SHALL BE INSTALLED WITH RECP LINING
IMMEDIATELY UPON CONSTRUCTION. SEE SHEET D3.1
100 0 100 200 300
SCALE 1 " = 100'

MATGNL I NE (SEE SHEET G3.1)
\ y T FENCE w OUTLET5 ±400 Lo \ ` , ` \ _ ____
I , `\ \ \ \ \ \ ` \ \ \ \ \ \ \ , . i . ; . III \ \ \ N \ \ \ \ \ \ , `♦� / / 1 , / I I 1 \ \ \ \ `\ \ ` 1 ,-
1 , / / \ \\ \\ \ \ \ \ \ \ `\ \\ \ \ \ \\ \`\ \\ \ \ `\``__--_ O ' / ' / I ♦ -. ,JI I I `1 I N I 1 \ \ \ \ \ \ \ \ \ \ I I 1 \\ `� - / / / 1 1 I (AREA = I7857 $ ft 1 \ \ \ \ \ ? `\\ \ / -' -__-- - - _-__- -
I / `\ , \ \ \ \ \ \ \ \ ? . 1 1 1 \ \ \ \ , I 1 I = / I I 1 , \ \ \\ . / \ I % - ��__ --____ _
\ / \ \ \ \ \ \ \ ` ' `` \ II w o,No f I I I I 1 \ \ \ \\ \ \ \ I 1 I I 1 \ \ - / / / / 1 / I I 1 / 1 i , 1 \\ \ \ \ `\ `\ \
\ l 1 \ \ \ \ \ \ \ \ ♦ A / N a 1 I I \ \ I 1 1 \ / / 1 I 1 1 \ \ \ /
\ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ / `�\ `� \` N �I I 1 `I I I 1 \ \ \ \ \ 1 ' I , , 1 1 I \ _ / 1 / / / / 1 / l 1 1 I I / / l , \ \ \ \ \ ♦ `\ I l / % ___-_ `\
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/ / / / / \ \ \ \ \ \ \ \; \�- QIo = 2.16 GFSi - ''- -- (TYPj _ \ --` �_ = o / / , / / / I , I i l
---- / I , v , / I \ \ \ \ \ \ \ \ \ \ \ \ I 1 \ \ \ \ \ \ \ ♦ ----�.,.,- \`\-\ `\_ \ / / I I I I
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�_--- -----% I I l , / , rl , r r r \ \ \ ` \ \ \ \ \ \ \ \ u' \ \ \ \ \ \ \ \ �/ -- . 0_ 2_49 GFS--'' 282--------- -----` _ \ \ `-` -\\ ` _ - / - _ " ti / / I I I I I I / l ' N
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1 I �•l _-- _ _ - -
---- � // / / 1 . I I I I I I I I I I , \ \ I 1 \ \ \\ \ \\ \ \ \ / - \ ` \--` _- -- -_-- - �__ -69' , , ,/ / / / / / / / / / 1 / I
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I \ \ \ \ \ ` PERIMETER SILT FENCE \ \ `-------- I �� - - -^` ` ♦ : : ' • . i 19 • ' •/� , ' ' ; /
/ , I `\ I `\ ? `\w OUTLETS 385 LF >'`\ �, ` _r - CULVERT 8 \\�j ____--' �'% ' '/ ' '. , '� / I I I
1 \ \ \ �, ,_ / , \ \ \_ , , i / , / / / / / , , / N I
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I \ I 1 I \ fl / , l 1 I % I ` I ` \ n ♦ `\ - 91` / / / / / / / i i /
/ I I 1 I \ ` \2 AREA = 3627 sq, ft -- _, / -- / _ r - \ \. 40 LF IS RGP ®I.OAS \ `\ , .%:: ti� // /
PERIMETER SILT f' I--- \ 6
\ ` I I , d r r r\ 1 1 1 1 1 \ \ ♦ B.> ♦ \ \ \ - \ \ ♦ \ 2 , / / , , / / i / / I
`, `\ / i / 1 ` , / \ 1 I 1 \ I \ \ \` \ -` `\ `\ `\ I = 5.62 In/hr \ \` , _- i\` - I , \ \ \` \\ �_ / / / / / / ', ' / / / / / /
\ \ \ ? - I r _ _ \ INV IN = 28-1A0 / / , , . fl. / / / ,
` , \ \ \ - ♦ \ I I 1 \ \ \ \ \ \\\ [I \ -` ♦ •G= 52 \`\ `, ``, I -- --_ ` \ `\ \ \ \ - /, / / / , /'L1 / i --' / / / /
\ / / / r / \ 1 1 \ B \ \ `_- - \ / / / / / 6 / /
` ,- \ \ ` \ \ \ % I I ,r r r r \ \ \ \ \ I \ ? \ \ \ ♦ ♦ \ O w OUTLETS t 325 LF / I y I / ` \ - /, , ' , , ,
I 1 \ \ \ - \ \ ,u \ INV OUT = 28-iS0 ` -, . . - , . r' ,
�s \ q Ir \fi 1 / / /-
\ \ r / / \ \ \ \ \ \ \ , \ --AREA = Ig325 5 ft 1 1 t \ � -
,\ \� \� `\ `\ / I f I \ \ \ \ \ s `\ \ \ \\ \ \ \\ \ ,\ ' ,--- / \ \ \\ QIo = 2.16 GF5 ♦\ ,� --- / m` , ,, / / - / /
L / \ \ \ - ``2 \ \ \
`, \ - , \ \ l / / A ` I r r r r \ \ \\ \\ \� \\ \\ ` \\ \\ \\ \\ \\ Q25 = 2.49 GFS / /� / /: :'ti1/ I
\ `\ \ ` \ `\ ` \ / / i ` \ \ ` `, `\ ? ` -`\ \ `\ • ` \ \ \ \ \ \\ `\ \, SEDIMENT TRAP -ALONG DITCH L / `\ ` \ \ . \ \283''-- , / // // / / . ,/ - ,; , ,
,\ - \ ` \\ / I r r r r \ \ \ ♦ \ ` . �__\ \ \ ` \ \ \ \ \ \ ` \ , \ 1 1 1 / r 1 ' - / / ,/ ',b ' p/ / / / / - ---
/ \ -, a - 36 x IS X 2 DEPTH CLEAR WATER DIVERSION SWALE L \ v I --- = ' / ,
\ ` \ \ I / \ \ - 2 \ \ \ 260 LF o I.OAS / ' ' ' ' 4 / / / : ' / /
\ \ \ \ \ - \ - . / / . /
\ \ \ \ I 1 / / I \ \ \ ` _ \ \ \ \ \ \ \ \ \ \ \ - `\ \ `<--- DE516N VOL. = q07 GF / \, ? : . / ' / / / / / : -- , , /
\ \` \\ \\ \ i \ `\ \ \ - - ` \` �2jg ~' \ \
`\ `\ \ `\ \ `\ \ 1 t 1 II / - \ \ `\ \\ `\ `\ \ ?Bl.-` _ `\ \ \ `\ \ \\ \ ` \ ,` \ \ \ / - 1 \ / i ' / / / / I , / // / ,',/ - 6 / -- -' /
\ 1 \ \ \ \ I 1 1 \ \ y /,--- r r \ \ _\ \ \ \ \ \ \ \ `♦ `\ `\ `\ \ o SURFACE AREA = 650 SF / „ --,, HYI' H6T = 10 : , / , / /I/ i . . : ' ti`' _ ,
\ \ \ \ \ 1 \ 1 1 % / / - ___\ ` \\ \\ `\ \\ `, ? ` `\ \ \ \ \ \\ \\ -` \ `\ \ \ O I 1 1 I i ' ` -� \`\ 1 -' / ' ' ' ' N % I ' / / i ,' / - ,'
I \ I t , / \ \ \ \ \ \ \ , �i' BAFFLES AT q 18 27 / 02 = 2.16 GF5 ? \ /
1 I \ 1 \ . / / / , . /
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/ I I \ \ \ I , \ \ , \ , ?S. \ -,`` \� \ , \ \ ` \ \ ` `. `\ . \ ` III '�--'' / ; ; , \ , \ \ . \ \ \ ? , ` . , / , , , , / , / , / , - ;
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I / / \ I \ \ , \ \ \ I - / WETLANDS / / \ \ \ \
- i' / I I 1 / //II y ' r r r r r 11 r1 , 1 \ I\ \ \ \ \\ \ \ \\\ `\\ \ \\ \\ \\ - I/ // , `/ '-Tr--` \\ \ \ \ \ \ \.
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I , / WETLANDS \ \ \ \ \ \ \ = / / / r i, r \ \ \ \ \
/ / / / / / / / 1--- 1 1 I r / ` ` \ \ \ \ \ \ \ \ \ \ \ \ Ill _ / / , / / / / / / \ \ \ \ \ \ \ \ \
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\ I / / / 1 I 1 1 I I \ `- / ` / / / ° I I 1 1 , \ \ \ \ ---_ - ' / I 1 1 I I rI i\ 1 \ \ 26 ,`_ ,
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1 I I I I 1 / , / I I \. r \ --- �( \ \ , N . I I I 1 \ \\ \ \ \\`\ \ i----\ \ \ , _\ \ \
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1 \ , 1 1 1 I I I / / i 1 i 1 r' \ � - - \ ` \ \ \ I 1 I I I 1 \ \ - ` / w/ RECP SEE SHEET D3.1 \ I I m \__
\ \ `\ ` , AREA = 98076 sq ft \ \ t , \ - \ `\
1 1 I I I / / / , 1 1 I \ \ I \ I I \ \ ,- \ ```-\`` - - / \ 1 1 1 \ \_\ - , \ \
\ ' i i' i i i / / / 1 \ \r I r r r r r r - _ \ \ \ \ 1 I \ \
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1 t 1 1 / / ( I \ ------ \ \ ; \ ; I I `,\ `\ `. `--\ __ _ \\ `\ / SHEER STRESS .81 /260\ \ N 1 1 \ \\\` `-\ \\ \ \\
1 \ \\ I I 1 II t I ; I I I / / I \ .\\ -, \ \ I 1 \ \ \_ -`\ \ \ \\ _ Ir I I \ \ \ \ _ \ \ \
DF PTH OF FLOW .38 \ \ \ --` `_-__
\ \ \ \ \ I I \ i / / l I I i .--- _ �`\ \ \\ \\ \ \ \ I\ \ \ \ `,-- - -\ \ \ = HYD L= 750' HT= 25' \ \ \ \ \\ \` \
\1 \ \ \ \ \ i % / I 1 1 r r r r r r r ` = Q2 = 2.04 CFS \ \ \ -1\ \
\ \ \ \ \ \ I I / \ `I /' / ` \ \ 1 \ \ LIMITS OF -- �``- 1 \ \ \ ,
\ \ \ \ \ \ \ \ `T \ \ \ \ \ 1 1 / I I \ \ \ \ \ 1 DISTURBANCE TOP. - \ - `` ` _ QIo = 2.7 CFS 1 \ \ \ \
N \ \ \ \ \\ \ `I \ \ / i + J r r r r r r r r r\\ t \ \ \\ �- _ _ - - \ / i I I r / r r r \ \ `\ `\ \ '--_- \ `\
1 'O \ N \ \ \ \ \\ \\ \\\ \ \ \ \ \ I 1 I` \ I ,,�\ \ % I 1 \ \ \ \ \ \\ ____-_\- \ � \\` ` \\ / / 1 / I / / \ \ \ \ \ \\ - -`, \\ \ \
\ \ \ \ \ \ \ \ \ \ , \ \ \ \ \ \ r I r I r r r r r - t I \ \ \ \ \ \` \-``-- - - --,` - _ \ \\ \ \` - / / / / r / . -_r- \`\ \\ \`\ `'' \\ \` \\\
\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \\ \\ r I I rI r r / . r r r \ r 1 1 I \ \ \ \ \ --- - ` �`, \ \ \ `\ \ \ =� l , I I I r \ \\ \\ PERT OU�TIRETS t 725 L� `\ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \� \ ` 1 / \- 1 1 \ \ \ ` \-- `? ` % / \ \
I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 / , 1 \ I \ \ SSA ,- 2 < ` `\ , I I - \ \
\ \ \ \ \ \ `\, \\ \\ \ \\ ` `\'\ `` \ ` \• \ 1 I r I r r r ' r r r r 1 1 \ ` ` \ ` \ \ \ �` � , ` s0 6' \ \ ` \ _ , , I , / , r , , ` `\ ,
1 \ `, O \ ? , \ \ \ , , / ,- \ \ \ ` ``\ AREA = Ig325 5 ft \\` \ ` \ \`
\ \ \ `- \ \ \ g7 ` \ \ `\ \ ` \ 1 , , /', \ \ \ \ \ \\ - \ \ `\ \ \ \ \\ / I , / I r I \ \ .\`- \ \ \
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\ \ \ `\ \\ \ \\ \ \ ? \ \ `\ \ \\ \ \ \ r l I r l \ \ \ \ \ \ \ , S.i\` \\ �0 \\ \ \ `\ \`../ = 1 1 1 1 / \ ,\-- 1 , ,
\\ \ \ \ \ ` \ ,\\ `�sirRT, IIII \ \\ ? \\ \ 1 1 , I ` I , r' ' ,--- :� \ \ \ \ \ \ \ __-----___ \ \ , = 1 I l ` - - I \
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\ \ \ \ ` `\ ` \ \� \ \ \ 1 I I 1 1 I I OUTLET SWALE 7 ' _\ ` ` \ \ \ \ = 1 I I r - - . --- - 1
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1 I \ \ \ \ \ \ .. , t , \ \ \ t 1 I , , I \ \ \ ' S0 LF ®LOSK SLOPE o `\ \ I 1 I i \\ _ ! I / : / / 1 / / / I \ , 1 \I
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I I I , \ 1 , 1 1 I I I I I I I I I \\ \ \ \r \\ `\\ \ I ` j � ; 2 FLAT BOTTOM w 3:1 51DE SLOPES I , o , I \ \ TEMPORARY ' / , . I � r / / / I I 1 I \
I 1 1 1 1 I 1 1 1 1 I 1 1 1, t 1 1 1 \ \ I i \ 6RA55 LINED CHANNEL 2 DEPTH I I I I = HORSESHOE INLET r /' //
I 1 1 1 I 1 I I I t I t I I I I \ \ \ \` \ \\ I I ?Xy I I I / /`
I , I I I , I I I I I ,\ 1\ \\ \\ \\ \ \ \ `\ 1. I r r '�z45 +� r r r \ \ `\ -`,_ QIo = q.�15 Gf5 i 1 1 1 y 1 I y' I / I I//
1 / / 1 1 I I 1 I I I I I 1 1 t\\\ N\ \ \` \ I I I � \ \ I 1 I I = PROTECTION (TYP,) / `I I/ I , /
/ 1 I , I N I 1 I I I I \\\, t\ \ \ 1 1 I I \ \ `, Gm =11.48 Gf5 n I I I I I_ -' i i i\ / I j I I I \ \
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I / , N I I , I I` I 1 I 1 1 I / I I I \ r\ \ \ - I \ 1 I ' 1' �\ ' I 11`iV I N I 249.70 1.OA5 I \ ` �' I I I I I \
w I , I I I I I 11 1 I 1, 1 I I I I // /-- \ / I 1 I I 1 1 I I I 1
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I / I 1 ,o I I I I I I I I I I I I ` \ LENGTH=20 I I I I 1 I � I 010 = 1.13 CF5 I I I \ I 1 I 1 `
I I / 1 N 1 I I I I I I I I I I I I I I ` \ \ I I I I I I= I \ \ 1 1\\ `, \
/ , / I I 1 I I I I I I I I I I l, r, ' r l , r l I r I , r r r r r r r r\ r\ \ 4" TIMBER LIPPIN& \` I I I I I I I 1 1 = 0.25 = 8.23 01=5 1 / I�' I` \ \ 1 I 1 I\
/ I I I I I I I I I \ \ \ 1 __ \ Re - .\ I I I I I I p 1 ,- I 1 I I I I I 1 I 1 1 \ \
/ / / 1 I to I I I I I I, , \ \ \ \ \ \ -�- I ! I I = i I I I I I \
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/ / / / 1 1 I I I I I I 1 `\ `\ \ \ \ \ / \ \ 1 ` I , 1 h I , -- I 1 , 1 I , I , 1 1 \ \` - \
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LEGEND:
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LIMITS OF DISTURBANCE
-SF -SF-
SILT FENCE
-SFSF-
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DITCH
TEMPORARY DIVERSION DITCH w/ LINER
CLEAR WATER DIVERSION BERM w/ LINER
CLEAR WATER DIVERSION SWALE to OUTLET
"`-in__� .
320
EX CONTOUR LINE
�2o
PROP CONTOUR LINE
HORSESHOE INLET PROTECTION
ROCK CHECK DAM
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MATTING
TEMPORARY SLOPE DRAIN
- TP - TP -
TREE PROTECTION FENCE
NOTE:
ALL CLEAN WATER DIVERSION SWALES SHALL BE INSTALLED WITH RECP LINING
IMMEDIATELY UPON CONSTRUCTION. SEE SHEET D3.1
100 0 100 200 300
SCALE 1 " = 100'

MATGHL NE (SEE SHEET G3.2)
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I I rl I \ \ r \ \ ` ` ` \ ` / r r r r r r r r \t DIVERSION BERM TO TEMP / I \/ /� / / 1 I ��``� ( I I I 1 I I ' I „ I „ � \ \ \ \ \ (T•(P) '` � ` -� / / ' / / ' / / / / ' / /
r I I \` r \\ \\r J\ 1 ` I ` I / / i / I I 1 - YI I I I 1 1 \ \ \ OUTLET \ J % , /� / ' / ' r -----
I I 1 I \ \ \ \ \ \ ' \ ` - , 5WIMENT TRAP (TYP) / - / 1 f / 1 I I I , i `\ \ ` ` \ _,-- , /' / / / , / ', /' ' / '
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1 r1 t \ e i / / / / , , 1 1 I , \ \ PERIMETER SILT FENCE /---___: / / / // /
I I , I I I I I I I 1 I 1 1 \ ) 1 / / I I I I I / \ , , l 1 I I I I I \ \ `\ \ - /,/ // /, / /, / ,,
1 I I I I 1 I I X/ / / / / / / I" / \ / 1 1 I I 1 _-- -� \ \ W OUTLETS f 725 LF / / / /, / / / , , / / /
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1 , I Ir , + 9 ) I I � f 1" , / / / / / / , , / I 1 , I I I / \ . \__ 5 / / / /
1 ' 1 ; i i I ; I I I I / / / / I I I ) \\ \. •�`\ -\ AREA = Ig325 5 ft -- // .2 : / / / / // / /// // / /
1 I I 1 1 / % I I I I I , / / /I / 1 , v / 1 I , : . / / / /
1 I 1 I I / / I I I I 1 / 1 , 1 r \ \ \ \ . , / / ,
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\ \` \ \---, // ; ' ti�h / ,% ; // ; ' `\ IN \ -- -__---------- ------ 1 uT = /::- _ - DATE REVISIONS JOB NO.. 21326
\ _ `�_ \ \ \ \ 1 \ � I INV IN 235.00 / / �/ ' / //, � __ /. 'OC� \ ` \
NV o 2234 0�
\` ; ' \` \ � \\ `\ % `\ \ \ \`` _ _ ' - �' /� ' ' - SCALE 1 = 100 ? / ---- QI = 4. GFS / ; , - , �,/ / _`-_ , - �I lj ` �CJO \ `\ \ \\ `-\\ -
\ s, I- i f - \\ \, \\ \ \\ `\ `\ \ ` \ `\ `\ ---' -, • Gi = 4. GF5 � - N / '� it _� / / � / I I \ .\ \\ I __ \ `\ `\
'It
\ \ ` \ N I � / '- e - : / / /'- \ `\ `\ ` - \ \ DATE: 1 1 /09/2021
\ \\ \\ I �,; 1 1 1228 \ NN \ DRAWN BY: PL/RJ
' 1 ---N. ` ! / — - `\ `\ `\ \ DESIGN BY: JK
\ \ \ , \ \ ` \ \ / , < j �_-: , /' / / • TEMPORARY CONSTRUCTION ; �, `\ `\ ` \ ` \ \
__-,- -- \ \ \ \ \ \ \ , / — '' / ; ' `\ `, ` ` REVIEW BY: JK
/ --�- - \ \ \ , 1 \ \ \ \ \ '_''- __ , ` —ice/ ' i /- ; / / / / I / ENTRANGE (TYP.) �\ \\` \ \ \ \ \
\ \, \ \ , \ / \ \ \ _ \- --'I' ! Z\„I , ! I I I _ / , ! I , , ! I / I ( . �✓ ! i �-- -.\. �`.\.\ \\ \\. \ \
SHEET: C3.3

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- - � 60.0 R/W % ,
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- _ _ _ =r _ TG.- _-`VV= _-- __-_-L-- _ -Tli�
-- _i-- ------ - -_ -- __ ___ __ � - - --_ __ ---- - -_ -
--'321------r_ _-_----_ ----------------___- \ \ \`\ `` _ -- \`\ /`-------=_ �'�rim 'L9D ter- - - - - - - ��� -= �-O� -
�320� I -�-'- / _-_"_ __ -"_ -- ------ - _-----_ \`•♦` \\\\``�` __-322--` _ `` -- ``` �-_-- __ �_c=j` - - -�� - LOB - `-l-0[3'•�-{(�^i%'L��'�
1
Z- i ___ ____ ----- ---- -- \ \- ` ------ -\ -- r- \� �``_---- LSD- ---
19------ __'' __- --- --- ----------------------- -- ---- -_� -- �`-�� \ ``-321•_--\-``-___- -♦-\ ````♦ \ - -- Lnn - -- __ OD L / 1 /
---- __3 -- ----' - --- _ - \ ---_ `OUTLET SWALE 1 _ _ _--- \ i - 1 /
- __'' -- -- -315- --------- I'll _ 20 X20 GONGRETE LOD - --- \' D -TP PROPERTY LINE \ \ / x //
_ - - _ - _ � --- - -_ � --__ `----_ TO BE USED AS TEMP. \ 1,,, LO I / I
-•318-- ---''-_ -_ % -�--- ------------ ----31 � `♦♦� ��\ - � _ `-___ - ``- ` \ \ WASHOUT TYP. c) _ ' ,4.b-'' 1 1 -f'-- - J•-
_ 4-------_ 1
-t - ------ -- /'�-'-- ------------- 313------ __-___---__-_ \ - __ -____- - -_ CLEAN WATER DIVERSION W/ \ ( ) <Op m = � ; 1 _' - ----- �--�
/ - ------------------ -312---- _`-- __ \ - ____-- _ REC CULVERT I /yam,-__
-'t __318'''' -- 311-- ---- ___-_-\ \ - `-318•_________ _ _ \ '�` ` P 40 LF 18" RGP D 1% = TEMPORARY CONSTRUCTION
_'_ - - / -__-- - ''�'------____-- 310_ _ ____-- --_ \ OUTLET SWALE I INV IN = 332.60 �' = o ENTRANCE (TYPJ I' -
/ - ,__- - %j 3os-___- \- ___-377---------- --`_ \ \` 335 LF ®3.7 RS SLOPE INV OUT = 332.20`, / - - TEMPORARY I
- � - --- -- ------ - ------------ - V STONE LINE LEVEL SPREADER / __ -
i _.307---30 _------- `--_ -_--- _ -_ -``-_ 1 QIO = 1.28 GF5' ;_
--------- --- /� ,/ � - -- --_ \ -31s- _ -_ ENTRANCE WIDTH= I6 = 148 1 / - - -----
, \` - \� �.�� / HORSESHOE INLET
/ . : ' ---- - -- - - __ _ GRASS LINED CHANNEL 2 DEPTH �I \
/ ' ' - '- `� `- '`--- - 1
----- - /
.0 � _ � \ _ ---_ - - \ ___---31a------- \ FEND WIDTH=3 Q25 - G I / /-------\\
"'�_
- ET---- I ,, / , , / ,' _- - _' - a-- \ --____ `` ` \\ -- ------ - - --\- = O' _ GI 1 \\ \ \ / I T SEDIMENT P
_- - ___ ``'�\``` `\`\`'- DITCH I � 40 GITMENT
_ _ .� _ _ _ GT I 1 G TRAP
11 \ --_- -_ II _ , `\ `\ ' \ 1 i / I 32'X 20' X 2.5' DEPTH
____------�' / : �;3 : j j -- - - _ �` \ \ ------------------- -- `\ 4 TIMBER LIPPING ---__ \\ \\ \\ I � i i I /� � DE51GN VOL. = 1033 GF
1
/ / ; , //, -
-` __-\`\\ = --`` __ -_ -_ _ _ _ - --\ _-�:\\ i �i I %- SIN :. , O \ \ 1 I � ' I A
DE516N SURFACE AREA = 640 5F
310� - i / �ii, /%, ' ;J��,' ,298�__��- - -- �` ♦\ \ ♦I` `-=-_____� _---\ �\` ��\\``-- `------------- ---- \ ♦-` `\ , 1 I I 1 �' 1 1 LOD
___ _ \ 1 1 1 TP BAFFLES AT 8' I6' 24'
I' % / � / / j' 9 ' ' ' -- \\ ♦\ 1,
\ `` `--______-300 -3p0 -` _� ♦� 1, I""
�\ ----_ --- ---- _ _ ```- -`\ \` 1 I 1 I 1 I \ I / / TLOD SF T� S '- / I
' / ' 1i' __ _ P}�L�D = ROADSIDE DITCH I
- /' // , �,�',''29 / ' _ r ♦\r\ +► ♦`r __-- a \ �` ♦\ `\ �S - -----" _�_ ,. `\ \ ,. y 1 1 1 1 \\ r . r • r r . /r/ ,' , / �� _�� /
�'� / / / ' ' / //i ------ - - • - _`-_ � � - I 1 1 i ' , DIT MEN I AREA = 12658 5 ft
�'' /' / i % // / / / --' ' / ` r` ` \ r �- r .` ` \` -♦ \``_ -` ` �r % v % ' ' ' I ' ' I i / i I II 1 / , i q
/ I I I I rHYD LC
- / L , ' , ' , i I / `\ ` `\ ``\ / / / / i i r `l = '/ / DE51C VOL. 46D7 GP � /` HYD HTT 6 3
/ / n 1 \ \ \ \- . . \ --- \ 1 I / / / / -,
/ I I / / r �------ ---- -� / / / , , _--------- PERIMETER SILT FENCE
/ / i i N' ; - / / '� \� \�-'~`-_- ` --� `\ \ \\ \----___ :•\ 1 r/ / / / / / / i i ; N - ------ -W OUTLETS * LF SURFACE AREA = 380 5F I QIo = 1.28 GF5 ---``
, / I / / 1 I 1 : •f\ \ \ . I \ \. ✓ r I I , / / / ./ !- / / / `6 1- /
' / - '` r -`, , / , ' i _'S ;------- =AREA = Ig265 sq ft BAFFLES 1' 14' 21' , I /
/ , i ' / / I l I /' �, \ :_ - \ - OUTLET SWALE 2 / 1 1 r' , / 's I --���
/ i i 1 . / r \ - Da�.o STONE LINE LEVEL SPREADER '� \ ' / I I I , I / -_ - I /
/ \ \ '^� , I TO BE USED AS TEMP. I , / / 32s- _ -
�' / / / / ' / \ \ 1 / 1 / / : ' --327•--- / DIVERSION BERM / I /
�' / / / / -� ENTRANCE WIDTH= Ib • / / 1 / / / - -- / _ I L,
- ' >� // ' / = `:;• \� \i . / CLEAN WATER DIVERSION w/ / / / ' o ____ _ (TYP , = DIVERSION BERM w/ RECP �,
\ END WIDTH=3 \ / / __-3za -- / IGAIa / ,
- ' / / / � r \ \ \ , RECP / / CULVERT 2.- ' _CLEAR WATER DIVERSION SWALE- _j - I
/ / / / / / \ r I • I DEPTH=.6 r \ .1 , / - M - - / , / / 11
'' '/ --''' .4" ,I : I / / i \ \ \ • _ ' ,• ,, r / / / 155 I" 8.4% SLOPE : i i : : : : _----------- ,-- , / _ E SHEET D \ T / ,1 (SE HEE YP)
f 40 LF IS RGP ®I.OAS-' < /
\ LENGTH-20 1 / / / INV IN = .10--'' I , _ __-- / A/
/ --'� I / • , , - ``- ' \ .\ r / 20 FLAT BOTTOM W 3: I SIDE SLOPES / / / / . ' / ROADSIDE DITCH 2, - _ � -/
--
IS,-- , / , / \ • I / 4' TIMBER LIPPING i / / / / / ' - AREA 115164 5 ft / -
g9' - - ' - , / / / / / " \ 1 I" , /- y r / r / , , / / / / , IN1/ OUT = 340.30--''' '
9. : , 96 , � / / � , , \ � \ I , / / / / ,GRASS LINED CHANNEL , , , , , , /
- / / / / `\ \ ; I , / /� -- / / / ,, QIO = q.23 G -5 / / / / / � /' QIo = 3.Iq GF5 / � q , 1 I // / - ( / _ - /
' : - ____ / / � / / I ,.\ a \ r ; 'r / / -_ -- r 'i , ,^�' i i , / / , Z , _ - HYD LGTH=540 \ I
,- - / / / _ \ I 1 I / / ! - 'i / / ^3 / / 025 = 10.65 CiFS / / , , ' . / - om = 3b8 GF5 ______- �; l
! / / ' ,, , / / / -- \ I \ 1 I / �' S'� '' / � / _/ / / i / i / i / / � / / i / / i / / , .' HYD HT=10 ' I
III',-
_ '� ,/ �, i /^ , \ Ir \ 1 I N / g 'L-1 __ ' ,� / // / % / / / / i �, / / / % - 337------- I /
/ / � � / p CLEAR WATER DIVERSION A
_5
/ / / / / ` \' \ N \ ; 1 y ------ ---_- / , , , / / , / / / / / / ^ROADSIDE DITCH 3 , / `F\. w/ RECP (SEE SHEET D3.1)
/ / / ROADSIDE DITCH 6A / QIo = 1.61 CFS' /
/ ,tig / j / /% '' `\ i � N, N i \ i i / i / --____ / / / / / / / H LGTH= I60--33s--------- / /
/ / r / N I I I I / / / / / / HYD L6TH= 635 / / / - HYD L= 538 HT= 10.5
/ / / / Y � , \ / / / / I I I 1 1 / / , �o° -----___ _ / / / / , / / , / / / HYD HT= 33 / / , / H HT= T.
/ / / SHEER STRESS 0.32 '
/ I / / i /' /' .ryIN `\ i I/ ; / d /. ; / I r / / � � � � � / / / � / i i / i /QIO = 1.18 CFS / � � QIO = 128 GF5 / \ ,'I ``-
/ / , , I STAGE I SEDIMENT TRAP A / / / / / I / / i i i
/ / /� DEPTH OF FLOW = .4 ,
/ / / / , I v I / / / / r / / / , / , , / v /^ �, 01 = 1.84 . CFS
/ / I / / , / / (2 PLACES) `_ O / / , / / / / - / / , , / ,, _ \ _-_ / ♦,
I I / / / / - / 1 1 1 �-F�- fi / / / / / / / / / / / r / / /' , % ----------------------342---_ - _ _ , Q'Io = 2.44 CFS l /I
I , I , / / 24X 12 X 2 DEPTH - --__ / / / / / / / ' / ' ' / , HcI ''/ - -_--__ ___-- ,�
I I I I ) ' I / / / \ I / , I, i i ,' ¢ / / / / / / / / --- ' / I
1 I I / / / / I I 1 / / / / / / : / DESIGN VOL. = 25q GF, _ - / / / / / / � l I r / / ' '-�� ---- - ` \ ``- �\ , , ,
1 , , 1 ( / r r / \ I I / / / ' / / • ' / SURFACE AREA = 288 SF , i s • . • - - � / / -,,,I,-- '
1 1 I 1 I I I . 1 I / / , / / • • / BAFFLES AT 6 12 IS / -- i / ✓" ,v ,, N / ' / / / , . ,� - \ \\- SILT FENGElIREE PROTEGTION FENCE -
11 ' I / I / / I/ \ / / / / /f / / ' / / / DIVERSION BERM TO TEMP / STREET 14 - v \ \`I
; 1 1 i I ' i1/1 ' i I / / / / / / /i / / % / / / / SEDITMENT TRAP (TYP)/ / _ '' O - - `--- i \ / / , / / / /
/ I I I I / I / / , / / / / / , , / / / i I ♦ ) / I / / / /
1 1 I I 1 I I / / / / , , / CULVERT 3 . / / , ' : _ - � , I / � / / , I N / / I NIt '
1 I I I 1 I / I 1 / / ' / I I / / / 48 LF 18" RGP ® 11.4 / / O _ i l /' // ; /�', ,� J/ LIMITS OF •--- - \\, \ \! i / / / / I ; /
1 I I I I 1 , 1 1 , , I I / , / / / / , ,\ / / `' /,[: , / / / / , ,I�' , . / / I r I , , -L , ,
I I I I 1 I I . / / l I INV I 45 / // - ' i /' ' / / , / / / I ., (TYPa �1/;S I 1 / , / -/- / 1-
I I , 1 1 I I , , / / / / , , / C 1 /
I I I I / , I 1 1 , / / I I , / / i , / /!//! / / ,, 13. � DISTURBANCE , / -- ROADSIDE DITCH 4 I I I I , I / , /I / /
I I 1 I I I I 1 / 1 1 ! / 1 / , / / / / ,♦ I / i / , \ h .-� , , \, / ,v, I , i �c �` 1 I / I I /
1 ' I 1 1 1 ' 1 I I ' I , 1 ' I I I 1 I I / / / 11�1/ GT - 308.g21 / r �i DIVERSION /`\ ROADSIDE DITCH 6 �1 // / / / / �Iwuu" im,n,umw,, N R �� AREA = 13545 sG� ft I I I I I I I I / / i / '
I /_`- I I 1 1 I ' ' ; l I QIO = 3.Iq GF5 / / / / /• /a /v / / • / \ HYD LGTH= 500 1 ' / / \ I I I I I I I I 1 ' - BERM I I I r IG ' 1 \ / / / , / ` `` /
i i i \ I I I I , / i AREA = 24671 5 ft . \ / , / / ' o°` / \ 1 I , I I / �/
I I I I 1 , .\ . 1 I 1 I
111 A� , , \ 1 I I I 1 I 1 /
I I I / \ I I I ' I ' 1 / I 1 _ !' f n✓ % \, r\ ( ,(� "'%i.,,o \ I I I r / / / ,
I \ I I I I I ro - , \ , / > ,, ; \ / ` . °0�,,,u,� �\ s \ HYD HT= 5.0' \ 1 I 1 I I , 1 I / I / / /
--; / / I ' ; `. I ; ; ' ; I I ' I , , , ' 1 a Q2ri = 3b8 GFS - / I \ ; - 1 �, , r y ;/ , , _ ,Mr„ \ ' \ \ \ I 1 I --I /
1 I I I I I DITCH 6 SEDIMENT TRAP / HYD LGTH= 5q0 ��, I
1 I I I I I , I I I I I I „In, I / \ 1 I
I \ 1 ' I I I' 1 1 I I I I o I I 1 I / ,; ` 1 1 1 / I '' i ' % / \ `, \\ ,,, ruu,l I / \ \ i 1 I I I I i -I- I I
- - - I , 1 1 I I , I I I I I I �' 36 X 18 X 2 5 DEPTH i HYD HT- 34 ` _CLEAR WATER DIV B \QIO = 1.12 GF5 \ \ I 1 I I 1 1 I , , / ,
/ I I I, , I I I 1 PERIMETER SILT FENCE I ��„ / // ,^� 1 ; �" / I 4q, I -,- \ I \ I 1 I I 1 I I 1 // /
' I I 1 1 \ \ I I, I I 1 1 I 1 1 I I I I I ""'iio ' / , , J//,,.o"'\ \ i' w/ RECP SEE SHEET ----- �Vi,i / ``\ i \ I I I
- II/ , \ \ 1 I 1 I , , / DESIGN VOL. = qq0 GF / / QIO = 3.67 GF5 . /1 I__ \ I 1 I I I 1 W I I 1 I 1 / ,
I I I I, ,, 1 I 1 I I I I 1 1 , W OUTLETS taoo LFI I F„ / /,/ -// ( 1 �„ ¶ \ \ \ \ \ \ I I I I I I I
/ / , I I I i i I I I I I 1 1 I I I AREA = 24138 ftI ' I ,^ / ,,,, /SURFACE AREA = 630 SF / / / / / i / i i I _ ' / D3.1) ,�/ °p"o, %% II _ \ \ \ \ I I I 1-+ -r 1--- ;-I i
/ / / I 1 I 1 I 1 I 1 1 \ \ �. / / 'iii I I I , , / / , / / , - / / '/'plq,4,u `\ `\ \ \ 1 I I I 1 I 1 1 I I I %
/ , „ / / / / / I Nn muumwu,,,� I 1 1 1 I I I 1 I I 1 I 1 I A V A V A 1// it BAFFLES AT q IS 21 / / `\ V `�S, A A--,' / /! / 1 ' 1 1 1 I I 1 I I 1 I ; \ ; \ ; \ . \ \\ \ / , ' i/ / :"' �,,, -LIMI // / / /! / / i �j 1 \ ' ����� "/ AREA = 31161 s ft I ------' �\ , a `\ `T's \ \\ 1 I i I I �r
\ \ / / O / /, / / / / .\ \ �� \ 1 1 \ 1 1 1 I 111 / / 1 I I 1 \ \ \ \ \ \ 1 1` \ /, I/ / //'aA ,n /I /; /•/ // / I ;\, 1 / q \ 1 I \ 1 I I I 1
//, / In ��
WATtR / I/ I I Im` \ `\ ` \ \% I I 1 \ \ A } F• I I ro I I
d��. / HYD L= 250' HT= 8'
/ / / / --1 1 1 I 1 1 1 \ \ rn \ \\ \ \ \\ \\ \ \ \ \ \\ I `\ V /,/ , / r /l m, m CLEAR L G /�`\v / \\\1 I a1° I SHEER STRESS .5 `\\``
/ / / 1 I 1 1 I w \ \ \ \ \ / / N nu , , \ Q \ \\ \\` \ \ \ / 1 / \ \ N
I A / i' ' I 1 1 ` s \ l�uldul,nn nu nl m wl�wlinlw/mlm/wlmpndullni/,,:
/ 1 1 1 1 1 \ I I I \ .. \ \ \ \ \ `\ `\ \`\ \\ \ \ \ / / / i LIMI ' -- _ \ \ \ \ 1 I i i� i i i i I I
_ / / / , , 1 I 1 1 I N� o' \ \ \ \ \ \ . \ \ 1 I LIMITS , 1 c I \I /-�tb`A•-� I I \ \ I 1� 1 I I
/ / / I 1 1 I I 1 I \ No N \ \\ I \ \ \ \ ` \ • • \ \ \ \, f 1 I I I , I / / / f i I 1 , WATBR ARF,Bt D i^ _-, I \ `\ o� 1 1 DEPTH OF FLOW .25' --�� J \\ O = �`\ \ \ \ \ \ I I I I \ 1 y 1 \ 1 I I I I I
\ ` ,, / ; I \ N 1 \ \ ` ♦ ♦ \ \ \ _L_ I 1 / / / / I I I ' ' / \ �� \ 10�� \\I '' Q2 = 0.72 CFS . \ i _ \ \ \ \ \ `� w 1 ; 1 �---1 1 I 1 1 I I I cN w `Oo \ \ \ ` \ % I I 1 / I l I I I 1 1 1 1 1 I //,e , I 1 11y \I 1 ,/ ROADSIDE DITCH 5 , \ \ \ I , 1 \ 1 1 \ 1 1
/ \ \ \ I N ,o \ \ I \ \ -- -- \\ \ \ - 1 1 / I I I I I 1 I III / l I ���� 1 � ,--1 \ \ \ \ J 1 1 \ u 1 1 I
-`♦ , / % / / / \ \ \ \ 1 N � a� � \\ \\ \\ \ `\\ `\ `\ \\ \\\ ``- -`♦ ♦♦ `\ \\ I I I I I 1 ; j I I I I I I I 1 , I I I I / l I 1 ����� \\ 11 caj- &I
\ `� , / / / \ \ \ m �n \ \ \ \\ \\ \\ \\ \\ \ - `- \ `` \ , 1 \ \ \ 1 1 I ' 1 / 1 I 1 1 I I I ' 1 I I I 1 I w 'I' �nnlul m n IIII IIIII 'I i / / Q+o = 0.96 CFS A HYD LIGTH=4.50 \\ \ - \ \ \ \ \I I� 1 11 1 I II \ I II 'I 'I 11 N I
\ \ 1 ` ' I / I I I I I 1 ' ' r,l J i'JQ I/ III i--^\ I `\ ` \ \\ 1 a 1 j I I 1 \ °' 1 I ! 1
`♦ / / / \ \ \ •P I - \ \ \ \ ♦ \ \ ` -\ `♦ \ l l \ \ I 1 1 I / I I I I 1 1 I w n I I I I /' II I `\ \ % l I I \ I
'u♦ _ / / / \ \ \ \ ` \\ \ \\ \ \ . \ \ \ -\ -\ . \ \ \ , I I I 1 I I I I 1 I 1 1 1 I I 1 I I o,�y,.r%, 1 IIII I 1 11 , HYD HT=4S' `\ / \ \ \ \ \ \ \ \ \ I \ I 1 I \ I I 1 1 I 1
\ \ \ \ \ - 1 1 ' 1 I I 1 ' I I I I N I I I I , 1 /N s 'II I,_' '' ' i / \ ~ \ \ \ \ \ \ \ \ I 1 I '
♦ ` - ' / / / / \ \ \ \ \ \ \ \ \ \ \ . - - \ I \ \ \ I I I I I I I r,1'g_ I 1 I I IIII , / ' , L-"\ _ \ \ \ 1 1 I 1 I , 1 I 1
\ \ \ \ \ \ \ \ \ \ ` ` \ \ I / I I I 1 I w \ : . a ' -' , I" I I \ \ \ \ 1 1 I w I I I 1 1 I I I 1 1
`♦ , / / \ \\ \ ♦ \\ \\ \ - -- \ ` i / I I 1 1 I I I I I I I qI w u a�'o0 1 1 1 11 I I
\ ♦ _ I \ \ \ \ \ . ♦ ♦ ♦ ♦ ♦ - `- `- \ \ , \ \ \ / I I I I I 1 1 I I I I I I I I - 4 m 4 1 1 \ 1 \ \ I \ 11 ` , i IIII � / _ ''/'- QIo = 2.23 GF5 / \. \ --_ \ \ \ \ I I I 1 TT i 1 L I 1 1 I I
` - ' / - \ \ ` \ ` \\ `\ `♦ `\ `\ `♦ ` `- `- ` \ `\ I I I \ 1 I I I 1 I I I I I U , \ \/ , I / , /'' / \ \ I , I I I II I 1 I I
-- -'\ � \ \ ` ♦\ ♦\ -\ \\ \\ I \ \ \ \ I I 1 ROADSIDE DITGH 1 I is Y 1 I I i i \ \ \ \ \ `\,' n - ,n✓ , ' /' - --- / \\-__- `-\ `\\ \\ 1 I 1 1 I 1 , I I I I I I 1 I 1 1 I I
- - : /' \ \ \ \ \ \\ `♦ `♦ - \ \ \ \ w 1''.+ n 1 I \ �' \ 1' I \ \ / \ , II , c� ___ \ 1 1 I I I 1 I I I I 1
` - ` \ \ \ \ \\ \ I i ' \ ' 1 I I 'AREA - 268g2 s 1 1 I I \ \ \ \ \ / \y, II ,3k : ' / c . I \I \ \ I 1 I I I 1 ' ' ' ' ' N ' ' 1 I
``-- , \ \ \ \ \ \ \ ♦ \ ♦ \ \ ♦ \ I \ I I I I 1 I I 1 I I - I ' 1 \ \ \ \ \ I \ \ \ ` / ? IL-= ' i I '-
___-__---- -- \\. \\' ` -\ \ \ \ I I I I 1 1 1 1 I 1 I
I.
\ \ ♦ ♦ \ I I I I I a I 1 1 \ \ \ \ / - \ ` ♦ \ 1 1 I I 1-T , � I I I
'------_- / ; \ \ \ \ ♦ \ \ 1 I 1 I \ I \ . I __ "� \ \ 1 1 I I I
,,-- \ \ \ \ \ \ \\ \\ \\ .\ \ \ I 1 I I I = 552 wvbr I 1 \ \ \ `\ ` ' /' / _'' -- --------- \ \_ \ I I I 1 I I I ' I
\ \ ,I/ / , \ \ \ \ \\ \\ \ \ \ ♦ \ \ \ I I 1 11 I 1 1 1 I 1 - \ \ \ \ \ I \ \ \\ \ \ -� - q8' '--_------- F- \ ♦\ `\ \ \ \ 1 1 ' I ' 1 1 I I I 1 I
\ \ 1 I I I I 1 \\ \ \ \ \\\• / , I : / -- \\ a \\ 1 1 1 I 1 I I I 1 I
`\ \\ \ \\ \ \` ` ` \ \\ \\. \ \\ `\ `\ \ I ! I I 20.0 ROAD I I 1 1 G- Sl ` \ \ \ I \ \ \ `-`----''%___ - •�3 _-------- `\ `- / `\ `\ \ \ \ 1 1 1 1 1 I I I I N I
-- __i , \\ \\ `, \ I I I \ I 1 11 I I I I I c- HYD LGTH= 125 . . . . . . I \ . , \ ♦\- -- __ - -� / \ ,-- ---- \ I \ \ \ I I I 1 1 ' I I
----- , \ \ , 1 1 1 ' w _ ROADSIDE DITCH 8 .-` .-` \\ ------ ---' / _-- ---'----------------- m \ \ \ \ \ \ I I I I I I I I I I I , I I I ' I 1
1 \ I I PERIMETER SILT FEE , I 1;„ I
\ I \ I I I W OUTLETS *800 LF 11 I rn I 1 'HYD HT- 16 - - -_\ a / - ___ - _____ -`�`I \� O _ \ I \\ I\ \\ I I ' 1 I I I I I I , I I 1 1 1 I I
1 i i i 1 I ' I I AREA = 216g5 s ft ' � nk''' - - - , -`• Is \ \ \ 1 1 , I ,
-•278---------`-I `- - _ / I I 1 1 I I I I
--- I'll `\ \ \ I 1 / / , I 1 , I 1 I I . n \ 1 I QIO = 3.T1 GF=S �`__ \ - - -_ '__ '' --- -` --- \ \ \ \ \
I I--\ \ I I I I , / / / / AREA = 24138 5q ft I 1 I , \\I \ i i \ \ \ \ i \HYD LGTH= 616' \`.- `\. �` _ - -- � - `,� \�`- , i ,� \ \ \ \ ` \ \ \ 1 i I I I 1 I I I I I A 1 1 I I
_ \, \ \ ' / / I L , / ", , I I I I 1 I 1 1 I I 1I I 1 \ \ \ \ \\ \ I ,-` \ `-' --_ -'3 - '-- - \ D I ` \ \ \ ; \ \ 1 1 I I I 1 I I I I I I 1 I ' 1
1 / / / / / I I I I \ HYD HT- 43 ' CLEAR WATER DIVERSION / 1 1 , 1 ,
1 / , 1, I I � \, \ \ - I 1 I I I I
---' \ \ 1 I ; 1 / / / / / / / / / / / l I I I I 1 1 I 1 1 \ \ \ `\ '`- -` -----342'''' ,- / - \ - I I 1 / % ROADSIDE DITCH II 1 I \ I I �-7 -r / I I 1 1 I
-----' , `-\ I 1 f / / / / I , TREE _ O - ' - I I I 1 1 ro / 1
/--- I I I / / / , , / / / , / I I , I , � � IQIO = 2.13 G,Frr�\ •-` �-- � �,' / C AREA = 13761 5 ft I I \ I I I 1 ' , ' I 1 / l I I 1 I ' I ' I
' \ \ \ 1 I 1 / / / / / / 1 11 ' 1 p�1 , \ `, \ \ \ \ ♦ \\ `\ ` \ \ 341 / w/ RECP SEE SHEET D3.1 I I I I I I I I I I I ,
/' , \ \ \ 1 I 1 I l , / / ROADSIDE DITCH q 1 I O R/►� I \ \ \ I \ \ \ \\ I .0 - - a � '� ( ) III I / I I / ' I �
' \ \ , I I f r r I . $ I 1 I I IN FENCE \\ \ I \ \ \ \ \\ -o - HYD LGTH=335 1 , I. 1 I I / l -r-'7' i i ; ' M
\ \ I I r I I I I \ \ \ \ \ \ . ,\ \ `
AREA = 96154 s ft \ I , I I
/ q - 1 I I / .3` / / / ,v
` ` \ '''HYD L= 550' HT= 36' - \ \ r I ' 1 1 . / / / / / / / I
/ \ \ I \ \ I I I ( 1 1 1 1 I I AREA = 12g14 5 ft � "' I 1 \ I (TYPICAL) � \ \ \ \ \ , \ \ - - ` \ \ r ti. HYD HT=12 1 I I I I 1 �' / / , / , , / ,� ` , / � I I I I I M
\ \ \ I \ I 1 I 1 I I I I I o 1 I I I \ I \` \ \ `\ ` \ 1
y\ ' : `\ \ \ \ \ I I 1 1 I \ \ 1 1 HYD LGTH=4> �, I 1 I II \ \ `, \\ \ \ \ \\. ,` \ \\ \ \ \ \ \ \ \ \ `\ \\\ - •O, i'' /-%' ,'' \`-`- \ \ vl QIO = 131 GF5 1 I I 1 I I / I / / / / // / / N , 1 I
\ I \ I I \ I \ 1 W 11 I 1L \ \ \ \ \ \ \ \ \- . \ \ I 1 I / / / / I M I I
\ \ \ \ I 1 \ \ \ \ 1 I HYD W_ A5.5 , I I \ \ \ \ \ \\ \\ \\ \I I \I \\ \ 1 \ �- SHEER STRESS 1.3 \ 1 i I ; 1 I I 1 ; 1 ;// / // / , �' / / / / / , I
\ 1 I I I , - --;;; --' ; STOCKPILE (TYPJ
/ � � \ \ \ \ I I \\ \ \ \ I`, \ I \ awe i \ \ \ \ \ \' I\ \ \ \ ,-- --/ ,- -.DEPTH OF FLOW .3w - i i i ; ; i �/ / /�,/, // /
\ \ \ \ \ \ 9 Q10r'o�.TJ GF�JI I I \\ \ \ \ \ \ \ \ \ \ \ � \ \ -\ al__ ` \ \ 1 I I 1 I I / i / // / , I
/ \�. I \ I \ \ \ I I \ \ I \ \ \ I \ r' m I I I \ \\ \ I \ \ \ \ \ \ \ \ \ \ . - '--__ - - _ 2 = 2.85 CFS \ \ \ \ \ I I I Il11 / / / / � / ' / 1 i I I \\ \ \ \\ \I / , Q \ \ \d 1 i i i 1 //i / / , . , / /
\ `\ \I \\ \I \ \\ 11 \ \ \ \ \ N m In I I I \ I I I I \ \\ \\ \-- \\ \, \\ \, \ \I \\ \\ \ \\ --_ - \ \ \ \ / 1 I / / / / / /
\ I / \ \ \ \ \ \ \\ \ I \ \ \ \ N '° a I \ \ \ \ \ ' I 1 \ \ \ ♦ \ \ \ \\ \\ \ ` \ -- � - --- \ \ \ \ mm 1 , I 1 \ 1 I I I ; /, / / / / / /'/ / , ,/ / / / / /
I \ \ I \ \ \ I I N Io u \ \ I I I I I --- \ \ \ \ \ \ \ \ ` \\ ------ - ' QIo = 3.78 CFS \ \ \ \ y Ld I \ I I I %1/ //// / , / ,�
1 I \ I \ \ I \ \ \ \ \ o I': \ \ I \ \ \ I I \\ \. \ \ \ \ \ \ \ \ I \\ \ - 4 -,_ --_ \ \\ ♦\ \ \\ \ 1 I I I I I 1 1 1 1 1 1 1 / // / /// ''/ , ,' , / / / / /
\ \ \\ \ \ \ \ ` \ I \ No I \ \ I \CLEAR WATER DIVERSION D7 \ \ 1 ---- / \ \ \ \ I I I 1 I 1 1 / / / / / /// / • �/ , ,'� / /
\` \ \ \ \ ` \ \ \ \ \ \I
\ N cA \ \ I \ �` \ �j \ / - / _ ,- '/ / -'-' ` `\ `\ \ \\ \ - D I r I \ \ 1 , I l , / I / / / / // ,/ / i" 7/ 'S ' / I, /
\ \ I --------"I \ \ I I \\ \ \ \ \ -I , CULVERT 4 \\ \ ``� -1 ,�\ w/ RECP (SEE SHEET D3.1) V \ _„�- --- _=--''' -- --------- ---` . \ \ \ \ 1 O I \ I / / I / // I/ // / , " I I I /
\ I \ \\ I I \ \ \ m� ; \ \ \ . _ / . \ \ I 1 \ p----- I , i / / // iii �': , � , , / /
\\ \ `\ \ 4$ LF IS RGP ®1.21AS\ \ \ \ \\`\\ AREA = 197083 s ft \I `:� _ / , - ____ ` .ROADIti DITGfi 10 \ \ \ __-_ ' // /�/// /// / / / ,'I-' , / I /
\ I \ : \ \ \ ` \ I \ \ `is \ \ \ ` \ \\ q \ \ ♦. J-_ - - \ \ \ I \ \ A 1 I I I / / /,//,//, / / , , , , , /
\ \ \ ( ' \ \ \ ` \ I \ I \ I `I INV IN = 2g1.161NV \ \ \ \ \HYD L= 605 HT= 49.25 \ `�\ - _/ \ \ I \ -- / /// /'i/i//i�/ ' //'' : ' /i
I \ \ \ / \ \ \ I \ \ \ I \ \ \ \ \ ` ♦ , ' -� ♦ A i°' 11853 s ft \ \ \ I \\ \ i \ w \ / / /��'/' // it / i ti- , : /
\ I ` \ 1 \ I I \ N , \ \ \ \ \ OUT = 2g1.18 \ \ \ ` SHEER STRESS 1.29 \ \. , - ' %�,------- \ 2s HYD LGTH=335 I \ \ \ \ \ \ I I_ I / / //, / /,//�,r/ ///%'/ '///� I�"
I 1 \ \ \ ;� m \ \ \ \ \ \ \ QIo = 1.03 GF5 \ \ -^\ ` DEPTH OF FLOW .62 _ ,- ; PERIMETER SILT FENCE W OUTLET5 a? HYD HT= 12 I 1 I I I \\ I \ J - " - , / /�/ /�'�/// "� 'i // '/ / ice' - /
\\\ \ \ �` �� ' \ \\ \I I \ \\ \ \\ Q25 = 8.11 GF5 `\ -^` ` `` -=S t _ �32 \\ \ /" \ `-_' ; ,/ /i// / /,/ \n// �/ / / '/ / /
N \ \ \ \ 'Qz -_ 3.69 CFS / __r_-r- i 650 LF ,� QIo = LIq GF5 ° / / / / / /, , , - .A- - j , , ,e
\\ \\ ',\ \ \\ I\ I \ \\ \ \\ \\ \ I \ 1 i \ \ I \ \\ \\ \\ ':\ \_ 'QIo = 4.90 CFS --_
_ --AREA = g353 s ft \ \ \ / ZZI ,/ / / /� I., ,
\ \ ` \ \ \ I \ \\ \ \ \ \ \ \ \ \ `\ `\ \ \ \\ I I \ \ \\ `\ `\\\.rti��' ` :`♦\ _ -' - '' / \ I \ \ I \ \ \ I o'h \� \ \\\� �i5 %'%,% / j j/ i /I, ///i /// / i i 'l'}' / / . ,' /
I 1 1 i `\ \ I I \ \ \ \ \ \ \ I \ \ 1 \ \ \ \\ `\ \ `\ \♦ \- \\ \\ \\ `' \\ \ �` \; \ \ \ 1 I \ \\ - -_-' ------------- -` \ \ ` -- \\ \ 347L_ _ itV, / ' /"/ J( Ill - _ 8- I /
I 1 I 1 \- I \ \ \ \ \ I I \ \ I I I I \ \ \ \ \ ♦ - - \ \ \ \ . d \ \ _ _ ''/� / -' . \ \ \ TEMPORARY `y` ♦ ♦ - \ \ \� , , ,1,/ / / Y / ' ----- -----
I '�!
I I 1 1 \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ ♦\ -\-- I \ \ \\ \ \ \ \ \ 1 1 I - % _----- \ \ `♦` `� \.�' j� % ' it / /'li / / ' ,� 1
1 \ \ \ \ \ 1 1 \ \ \ ` ` \ \. \ v I I \ - R REA =1 1g336 DITCHDE �t ----------`\ `� \ \I 1 1� '1 PROTECTION (Tl'PJ \`� `\ -\ `___40 LFT RGP A 1.051iii,',' ',' / �,�,�� �� ?_' l ------1
/ I II I \ \ \ \ \ \ I, \ \ \ \ \I \ \ I 1 1 \ \ HORSESHOE INLET . \ / / /� _ i
CLEAN KATER
-' _ �- I _ �'- 'ti\ \ \ \ I� \ \ \ DIl/ER510N SWALE --`\ - \\ _ =`- 1 3\5� \ I 1 I \\--s=_1N1( 1N 2.10i I.
, ''t---- ---.a-
, , J
1 I \ \ HYD LGTH= 616 q �' 1 I 1 \\ `\_,�- ,, . , , • • _ - 12''
j 1 I / `\ \ I \ \ I I I I ` \---- . \ - ' \ \ \ \ 1 , I 1 I 1 1 \ `\ a`\ \•__ _ \�= '" /' ' , ' '''
1 \ ; \ \ \ \ \ \ \ \ ; I TO OUTLET \ - p _ - __-__ -\\T HYD HT= 43' �,+�,1, --_ \ 1 \ 1 I I 1 I 1 \ \\ -� I = -� I OUT = 331.10 / -, ' / /' i / �-"`I '�-- -- ;,, -
-� I I I I I \ 1 1 1 1 \ \ \ \ \ \ \ --`-- ---r - / - -\\ I \ I 1 1 1 I \ \ 327 ,_j, • , \y , - �''-- /
/ I I \ \ 1 \ \ \ \ \ \ 1 1 I \ `� w' all= _-O = 8.11 GF5 �i %% y - ' ,-
' \ I I I `--------- ----- QIo = 2.00 GF5 %� i "-- , \ I I 1 1 1 \ \ - H = -/ - , ,_ _- , ,
I----- ; 1 i \ \ I \ I I I . I \SEDIMENT LADEN WATER `-�" STi T G \ I /u -- ---- -- -_ �/' ---- \ 1 1 i i I 1 I I I \ \ 2 I - p� '- Q25 = 8.11 CPS ' ' '' �% /' ,-
----------
I I 1 \ \ 1 I 1 DIVERSION BERM - ---- \ 1 1 \ __----
_ ==___ - /
\\ / I I I \ I \ 1 ' I 1 •_---- \ ` ---' \3_ -----\ ` 1 1 \\ -�--- __ "32\'% %'%'� '- --'''i , �. ' ' ----- ____--
, ' I I \I I I 1 i 1 I I (TYI'IGAI-� \ \ o `� `\------------------- 3 I CLEAR WATER DIV E1 \I\ I / - ----- ''- -, , I 3`5 / X/ %'/ _ __-_- -
\ \ ' 1 I \ \ I 1 ' 1 - \ I I 1 I I I \ \ `r. ---_ ''� ' \ \ \ /' , - 5 _! !'/,� / _-' ___, / 310 --
\ \ ( I \ I \ \ \ 1 1 I I `\ \ \ '\\ \ ! 1 1 v--a' \\ ` \- ---'- w/ RECP (SEE SHEET I \\ s'� / -- - >-��_--
\ I i I I SILT FENCE /TREE \ I \ • --- ,---------- __31 ' j---------\ ) \_ I , -__ - -____ %,
\ \ I 1 I I I \ \ I , 1 rn I \ \ \ \ ♦ 2' ��,' - D3.1 I �' -' , / / -
\` \`\ \ \` ; 1 \ ; \ I I \ 11 PROTECTION FENCE (TYP) ' `-\ \\ ; I I / 1 ' . I I I\\ / �I- -_- \ AREA = 56946 sq ft `, _ % /' : '' ---' _ _-- -
\I \ \ \ I ----\ I 1 - _-- � \ I I \ \ TEMPORARY GHEGK DAM (TYP) ,- -`/ ''-,-_-_- `\ \I %�-, - ',/ - : ,- : ' - / : '� - _`--� -1 -__
\`I `\ \\ \ \\I \ I \ I\ I\ \ \ I I \\ ` \` ♦- - \ \ �% ", _ - `\ \ SHEER STRESS 95 \\ ,__% : , ' I-` I ,,, ,3\y % % / ' I ' , ' , ,__
\ \ \ \ TEMPORARY DIVERSION _310' /' - '' --_ \ HYD p 500' HT= r, \ \ _ /%//,� ' / / �_r � _--- '�
Nk \ \ \ I I \ \ \ \ \ \\ \
\I \ \\ \I I I \ \ \I \ `\ `\ `\ \ 1 t I A.
\ \ \ \ \ I I i \ \ \ \ \ \ \ \\ ` I 1 , -,
\\ \ \\ O i i D STONE LINE LEVEL SPREADER, \ \-I ' ' m 1 N I
I \ \ \ I I 1 \` \`\\ `- \ - \ \ i I 1 N i i ; I -I
I \ `I N� I I 1 ENTRANCE WIDTH= 10 \ `\ - I I 11
\ \ I END WIDTH=3' \\•,r`,\ `._ -`\ N I ; , 11 I
\\ \I I I \ t 1 DEPTH=S' `\ I STAGE I IIMENT TRAP I 1
\ \I \ I i I LENGTH=10' `\ \\ \r -\` m:''X 12' X 2' DEPTH . I I I
I ` \ ` P �' 16N VOL. = 25q GF I I I i
\ \ \ \ i i 4" TIMBER LIPPING `\ ` � 1 1
\ I\ \\ \ \ \ \ \ \ \ ,Q `AQFAGE AREA = 288 SFi I I
\\\` \`♦\ `\\ \ \ \ \ \ \ \_ \ 0 `\ `\ N BAFFLES AT 6' 12' 18' 1 1
`\ , I"
\ `\ \I \ \\ I\ \ I ,\ \\ I a I 1 l / l / 1 1 / I I .t I II \\
`♦\ OUTLET SWALE 3 OUTLET SWALE 3 ; I/; I; I I i I
\ TO BE USED AS TEMP. 241 LF ® 4.q3% SLOPE 1 I I I I I I I I I I II \
♦`♦ CLEAN WATER DIVERSION w/ 2' FLAT BOTTOM W 3:1 ODE 5LOPE-5 I I ,I ; I I i 1 I I I I I '
RECP ORA55 LINED CHANNEL 2' DEPTH I I I I I I I I I I\ 'i \
\`•� '\\ '\\ \ \ I I \ I I I I I i Qlo = 8.37 cf5 � I 'I I 'i I 'i I \ I 1 \\ \ \I I
\ fir ` \ ` \ \ I \ \ 1 1 I 1 II
Q� = q.65 cf5 I I 1 1 ` \ I I \ \ I I \
\ , \\ \ \ \ \ \ \ 1 1 \ 1 \ I \ I I %\ 1 \ \ I. \ \ \ \ \ \
I \\ `\ \\ I,' I I I\ , I I I \ \\ I I I I I I I \ \ \' I \\
\ I \ 1 I \ I 1 I \ \ I I \ \ \ \ \ 1 \ \ , \ I \ \ PERIMETER 51LT FENCE I I
1 \\ \II \I \ 1 I I I I I I I \ \ \ l I \I\ \\ \\ II \1 I III III W OUTLETS i660 LF, \\ I\\ I \
II 11 11 I I I \I 11 I I II I 11 I `v \I \I \ \ \I II \\\ \I\\ \\I f\\ \ `\ I\ `\ I \AREA,\ ,24`38 sq ft\ \\\ I\\
LI I 1 I 1 I t I I I 1 I 11 1 1 I I 1-\ N � - _ _ \ \ \ \\ \I \\ \\ \ `\ \\ \\ \` \ \ \\ \` I` \
T / , -/ I� { 1 1� I % I \I \\ \\ \\ \\ \\ \\I \I \I \\ \I \I \I \\ \ 11 \`\ `\\
/ i / / i 0 ) I g I °, i i I I i i I \ \ \ \\ \\ \ \ \\ \I \\ \ \ \I `I ROADSIDE DITCH 12 \
/ // / %ry / I 1 I \ , I i t i \ \ \ \` \` \ \\ \\ \\ \\ \ \ AREA = 2416q 5q ft
/ , \ 11
- . \ \ \ \ \ HYD LGTH=700
/ //� ' ) I I i I \ \ \ \ \ \ I\ /' `\ \ \ \\ \ \\ \\\ I\\ `\ HYD HT= Ib' `\�
1 , , / I \ \ I I I I I \ \ \ ` I `\ \ \ \ \ 7.Ih \ \\ \
iii �' iii 1 iir \ i` iii � ` Q10 = GF. \
j i/11.
1ROAD51DE DITCH 13 `♦ BERM /DITGH (TYPj - n'6`�5-----�\\ \\ 11 it I DEPTH OF FLOW .25' \\\ _ / AREA = 28161 5q ft \\`---------------' 'ems -----' --- / - \\ 1 I I IQ2 = 1.19 CFS I /: / ,
-
�1 1 HYD LGTH=150' `- �7_ %-,---- -- ; i i\ I I Quo = 1.58 CFS \ _ / i //
°i i HYD HT=18'--`--------- ____'' / �- ----- \ I I I I I I 1 ! I I i 111 \\ i / ; , I
Go = 250 GF5---------------30s i %-,-__'-__-- _ :\ \, it , i i ROADSIDE DITCH 14 I` �% I ;
I\ \ I\I `.� `_ - 305= _--',- - ';-, __ - - `-\\ \\ 1 I I I I II AREA = 1821 sq ft \ _ i �'I
r- I 1 \ \ _•30a- --' --' --' - - • \ I 1 1 I HYD LGTH-200 = E / /
0 \ \ ♦,\ \ \\\- ----------------'';__'' � �\ \ I i I 'I I I I HYD HT=2.25' \ � / I /
\ \ 303•--' \ 1 1 1 1 I / / ' / /
1 \ \ \\ `\ ---- - _ _ '' -- --- -- r� It. I \ 1 I I I I QIO = .bI GF5 \\ I / / /
\ IGLEAN WATER DIVERSION _-__'' - -_- -- --- ' ' I \ ��-\ \_' 1/ : / /
_ ROADSIDE DITGH 14A I 1 1 r1\ , : „ %/ / '-
`\ W/ LINER (TYPICAL) 3p1 / / - AREA = 12126 sq ft �`\ \\\ 1 1 L'%�'o I,'�i%i s /i/ i ,7 / // / / I
r- I ;/ I -3p0� ` I HYD L6TH=125 \ I I , r , \, -Z 1 Lei i , 51V / / i
00 ` N,\ \ - ,-,- ,_'� i w \ \HYD HT=2.75' I Ii \ \y I /' /
\ - _-•2ss--'' OUTLET SWALE 9 I. = 1.41 GF5 I I. �y� 1 1 - it / / i
_ \ \- ---- _--'' /' TO BE USED AS TEMP. 1 I 1 I I 1 1 lir\\ \ �_ / / i I
v`` -----2sa---'' CLEAN WATER DIVERSION w/ I I i 1 i I i I I lI� �1,\ 1 / J/ 1'
`-2a7----- -- RECP II 'I 1, \\ I 'I ! I ! I 1I� <� / / �
� I / _ OUTLET SWALE q i`�♦ \ I
\ ; fIGAL)EGTION FENCE _- ,- ': 240 LF ® 5 33 % SLOPE i \\ ),`Ig \ \' _ ,d / _' ' 2' FLAT BOTTOM W 3:1 SIDE SLOPES \ I ` I i N \\ STREET ID' /
's \ \
tig /- ,\ - _ . 'GRASS LINED CHANNEL 2' DEPTH I \I o I I\ \\:
o- _ __- -, ' QIo = 1.41 cfs I
_ -'"' / Qas = I.63 cf5 t \ / , I / I.
• • ,, \ \ \ x \ \ 11 \ ; I l
I A-
'p , ,' i \- \\\\ / I \- P% / - �\ \\\ "� \ \\\\\ N\ \\ \\\ \\ M\ /' \` \I \\ \\I I _---�j. `--`- ___/
I v ' l 1 1
Na
l� ATGHL I NE (SEE SHEET G3 5)
, __
/'
II,I- /I- / 310/ '-+,,08'-- i / /-' -.303� __r --- -
/ /' %�� - , ' - ------
/ , / ''--'' -- / /
/ SILT m,,& w OUTLETS i50(� /' !----29n-----
- /%%;AREA = 24382 sq ft , ''0o-I _, � --- % --- -1--_
// / -�-,
' / r "I.-,
I/ /,'/ ,' /OUTLET SWALE 4 / --- ------------ -•
/ j / / i / 265 LF ® 5.14% SLOPE 0- - 7' _, - !____.
/ / / i /2' FLAT BOTTOM W 3:1 SIDE SLOPES " -
/ // / ,6RA55 LINED CHANNEL 2' DEPTH _' /______
_-__- / - -
�, /// _/ QIo = 4.36 cf5 ,`/ _ / --------
/ / / 4m = 5.03 cfs -'
/�I / / /I / / / /' 2g3,-_- OUTLET SWALE 4
r5F - Q t TO BE USED AS TEMP. __
/ CLEAN WATER DIVERSION w/ .____-
i IIISFy"u1 �uu E CL B , O' RECP _
1 ""_ CULVERT 6 N / Dgo STONE LINE LEVEL SPREADER ---•
f{ 48 LF 18" RGP ®2.25R5 I ( ; 'ENTRANGE WIDTH= 10'
IINV IN = 30bbb I I / END WIDTH=3'I INV OUT = 301.58 I \ , I DEPTH=.S' -
I I ' QIo = 4.36 GF5 `I \ 1 I LEN6TH=10'
025 = 5.03 GF5 I LIJI,
\ \I411 TIMBER LIPPING ---
II I' 1 1 \ \ '\ \\ \\ \\ 1 1 ' I lI/'I� \ � �.I � \ � I i I i I
LEGEND:
-LOD
LIMITS OF DISTURBANCE
-SF -SF-
SILT FENCE
-SFSF-
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DITCH
TEMPORARY DIVERSION DITCH w/ LINER
,,
CLEAR WATER DIVERSION BERM w/ LINER
CLEAR WATER DIVERSION SWALE to OUTLET
....._ .
320
EX CONTOUR LINE
-----320
PROP CONTOUR LINE
HORSESHOE INLET PROTECTION
ROCK CHECK DAM
®
MATTING
TEMPORARY SLOPE DRAIN
- TP - TP -
TREE PROTECTION FENCE
NOTE:
ALL CLEAN WATER DIVERSION SWALES SHALL BE INSTALLED WITH RECP LINING
IMMEDIATELY UPON CONSTRUCTION. SEE SHEET D3.1
100 0 100 200 300
SCALE 1 " = 100'

TEMPORARY DIVERSION
BERM / DITCH (T1'P) MATGNL I NE (SEE SHEET G3 .4)
r �� mot• �- ��\,\
�� � �� T � T �,
�a `_ / - I \ \ 1 ,-
\ \ ' ' \ `\ \ \ \ \ \ \ \ \ \ \ \\\ \ \ �I /- / 1 I \ f \ � \ ` ' \ I 1 T f�TKiE w OIITLE75 t400 Lf' \\ \ \\ \ \ `\ \ \ -/ ____ __ '
\ I �\ \ \ \ \ \\ / 50 _ I \, I \ \ \ \ \ '\ , \ \ \ \ \ \ `
\ , \ \ \ \ \ \ \ \ li D STONE IN€' �. � I / I \ \ 1 .
\ , \ \ \ \ \ \ \ \ \ \ \ \< 1 \ TEMPORARY DIVERSION i \ \ / / I I I \ \ \ Qp \ \ \ \1 \\/ \ \ ` \ \ \ I \ \\ \ ;;\ ` \ `\ _ o . ENTRANCE D 9 `:.� 1 1 i / I N \ \ \ .-y / / I I I \\ , \ \ \ \ / / /% - -
\ / \ \ \ \ \ \ 1 y m _ -----
I \ / / ` ` \ \ \ \ \ \ \ \ \ \ t' I . J I I 1 \ 1 \ - / 1 I AREA = 17857 5 ft \ \ \ \ ♦ \ \ _
\ I \ \ \ \ \ \ \ \ \ \ \ \ \ a END WIDTMh3 I 1 N I I I 1 \ BERM / DITGH (TYPa I \ _ / / I I 1 / I q 1 I I \ \ ` \ N. \ \ ` l \ ' i -
I , / I \ 1 \ \ \ \ , \ \ \ \ \ \ ?.o \ \ \ , \ `\ \ II \ N o�0 1 I \ \ , \ `\ = i / l I / 1 I I I I 1 1 1 I 1 \ \ \ \ `♦ \ ♦ \ \ , / , ,/- --__ -`---- -
\ \ I , \ 1 \ \ \ \ \ \ \ '�` .p ' DEPTH=.S - `! ` ` °°rn 1 I I I \ I ' 1 I \ _ / , % / l I 1 1 I / / I 1 1 \ \ \ \ \\ \\ ` I / / /-__\`-- --_ --__\
\ , \ , \ 1 , \ \ \ \ \ \ DITGH 13 SEDIMENT TRAP . \` i I , \ '\ \ \ i i I 1 = / l I I 1 I / / I 1 , ` \ \ \ \ \ 1 I / / - --__ \
\\ \ \ , \ \ 1 ' ' ' ' / 1 ` ,- N I , I , I \ \\ = I / / / 1 1 , I / / , , I \ I / / _ \ --
\\ \ \ \ \ \ \ \ \ \ 40x 20 X 2 DEPTH d _2 ?t I I DITGH 15 SEDIMENT TRAP CLEAR WATER DIV F / / 1 1 , / / / / / 1 I I \\ \ `\ \ `\ I 1 / , �
\ \ I I I \ \ \ \ \ \ I\ - '-T1MBJ -0 IN& ; 2 s"\+ I i 1 4ok 20' X 2' DEPTH l / ( ( / / / / / I I 1 I \ \ \ / I i i - ``
\ I , \ \ \ \ \ \ \ DESIGN VOL. = 1163 GF - // 3- '-'�'3•'� ' �,).\ 1 I w/ RECP (SEE I I _ \ I / °j / I / I , \ I \ I I I /-- - \ \
1 I I I \ II, \ \ \ \ \ \ \ 282. I I I I DE516N VOL. = 8qq OF = � / I / / I I \ \ I / ; / / I I 1 1 1 1 / / / \
I , \ , \ \ \ 5URFACL AREA = SOO 5F o ' /' •� / I SHEET D3.1 / / \ / 1 I N / / % _ �`��
j I I \ \ \ \ -\\ \ \ - - / I•_-. I I I I / / 5URFAGE AREA = 800 5F ) _ / II / / \ \ \) OUTLET SWALE 5 I I i � i i I l i i / / /-- - \`
I I \ I \ \ \ \ \ \ I BAFFLES AT Io' 20' 50' _ - , , I I AREA = 50058 s ft I / i " \ / 1
1 I I I \ \ \ \ \ \ \ I \ c� \ ` A . ` / I / 1 1 1 q - �J / I , 1 \ / / / / / , / I I I I I I I , / `\
1 1 , 1 \ ` \ \ \ \ '\ `\ \�` / / / / / I / / / IBAFFLES AT 10 20 30 + / / t I // / TO BE USED AS TEMP. / / / / + 1 1 I I / , / f / `��``� \
1 I I I I 1 `\ \ \ \\ \ \ ,. ., \ \ `\ \ ---`-_- - - / --- I / 1 I I / r i / , HYD L= 370 1"IT= 1 0 . / I h ) / / / / / ' / / l l l I I 1 I 1 -- \ \
1 I I \ \ \ \ \ -, : I I i i ! / , � F- 11 /// / CLEAN WATER DIVERSION w/ � / / l I I 1 i i i 1 I i / --'.2 �`\ `\
I 1 \ \ \ \ \ \ , \ \ \ \ / 1 1 / / A I I I SHEER STRESS 1.1 U / / 11 / ' / / / / /
1 \ \ \ \ ` \ \ \DITGH 12 SEDIMENT TRAP - / /--_' I I / I h I / ROADSIDE DITGH 15 / /
I 1 1 \ \ \ \ \ \ \ \ , I 1 , / DEPTH OF FLOW .66 I / 1 - / / 1 I 1 / `
\ \ \ \ ' ' ' /r / / I'II / � I l '1 I I��\% % RECP T j / ' � i l � 1 I I I I 1 � ?`. `\ \`
\ \ 1 I 1 \ \ \ \ \ \ \ '40 X 20 X 2 DEPTH - - - / I I / , , , 1 I AREA = Ig133 sq ft / I I I I\ I It /� / / - _. �/ / / I I I I I , % l � I r `, \`-
1 \ I I I \ 1 \ \ N \ \ \ ` __ . 1 1 Q2 = 3.41 CFS % I I I i I I Ilu, / / \ \ \ \ \
\ \ , I \ � \ \ \ p / I I / ,`\ I I OUTLET SWALE 5 / / 1 \ \ \ ?>
I, \ \ \ , 1 , \ \ \ \ \ . I \ \ \ DESIGN VOL. = 1163 GF / / I / / / / ' i I ,HYD L6TH=480 - f I i I I I m\ / / �, i 1 I I \ `\ \ \ \ \ •`\
\ \ \ \ I 1 \ \ \ ,Io o ,\ � \ \ � `5URFAGE AREA = 800 5F ----- O l / / J i a1 IHYD HT=16' Qio = 4.52 CFS ,� 5e 1 1 I � I I I,'�\u�\\� I / 248 LF ® 4.44 % SLOPE / / I I I \ \ \ � \ 1 I `
\ \ \, \ I I \ \ \ °o \ \\ \ \ `\ 1 -- / l l r I AlkGio = 1.62 GFS ROADSIDE DITGH 14B ,\' I I � \ \ 11 �iii\`, / 1 , 2' FLAT BOTTOM w 3:1 51DE SLOPES /' j i I I 2> `\ `\ \ \ \ i `--, `\
\ �\ BAFFLES AT 10 20 30 ---__-_-- I I
\ \ \ \ \ I \ \ \ \ \ \, `\ \\ -CHANNEL 2 DEPT}f '
\ \ I 1 ( .^- \ \ \ \ \ ` \ \ '----------- \\ -' ��. O % I /a 1 I 1 I 1 I /) AREA = 281 ft / x 1 \\ I II 1 ' \\ \ \ I I
\ \ \ \ \ I i `, \ \ \\ \` � _ ----- i i i i i I 1 /' I i \ (Rio = 2 61NED GH I I I / \ \
\ \ 1 \ � � \I 1 '\ III I N � / / \ \ / \
1 I \ \ \ \ -_� � � � I I I 1 ' ` � �' //� ,�� \ I \ I I � IIII I 1 ofs - / \ / \ , \ \ \ I 1 / � -\
\ \ I \ I \ I I \ \ , \ \ \ `\ `\ _ - p I I 1 1 \ HYD L6TH=zx)O , // � / \ \ 11 IIII I \ \ '' /'-V , / 1 I I I I , 1 1
\ \ \ \ \ I I N N� ` - \ 1 \ \ \ \ `.-- O I /, I l 1 I I I I \\ ' //i % \1 11�,�\`�\\ Q75 = 2.4q Gf5 /-'' I I I I I I I I
I I I I 1 \ \ \ \ \ \ (1) PROPOSED 48 LF OF < I I I 1 \ ,HYD HT= -I i/ ,/ / \I a„. N.
/' --Vro STONE LINE LEVEL SPREADER I I I I --
1 I I 1 \ \ \ \ \ `\ `1 30" CULVERT WITH 14% __274' ,\ - \
I I 1 I I I 1 \ \ \ ` -- ` 0o O I I I I I \ / TEMPORARY �� - \ \ P\ . �_,_',_�"\\\
/r' ,'//1 I I I I / \ \\rp 1 1 I QIo = 2.17 GFS coD1 `I I I I I I I \ \ \ `\ \\ `` INVERTS IN5TALLED _ _-273- r \ 1 \ TT-- �Di I ENTRANCE Y'I�DTi1= 10 111I 1 I I I \ \ - ` \ O ` \ % / . \ , / II ,---^`--
I I 1 / \I1 I , \ \ \ ___ \ S � \ 1 HORSESHOE INLET � �� \ I '� END WIDTH=� / � 1/ \ `
I1 1 I I 1\I \ \\ \\ \ `\ 6 BELOW WETLAND BOTTOM __-2�2'' - \I \I \I ` \ ' `C_/ p 1 / / ' �__ �� `\ � \ \ \ \ / / I 1 1 1 I , \\ \ \ I DEPTH=.S / I1 \ . `-__ \--- C \ \ \ \\ \ \I ` 1 Tp `// PROTECTION (TYP.) \ \ ` ` ` . , 1 I , \
\ \ \ - \ \ 11 \ \ \ \
ii I 1 I I I , I I \\ \ \ ` AND MIN. 12 COVER (TYPj \ ` --2� \ \ \ \ \ \ \ \ \ \ \ \ = \ 1\g �' \`` \I\ \\ \ \\ i i 1 i
I 1 I 1 \ ` \ \-----. _ -----_ - \ ,` \ \ \\ \ \ ., \ \ \ 4. -- \ 2 \ \ \ I 4" �B R ' / 1 I 1 I /
I 1 I I I \ \ _ _ __ ` \ \ ` ` I \ \ T \ I i' I ` ` \ -` \ \ \ \ \ \ \ \ 4'I' TIMBER LIPPING__ -' / • / 1 I I I /'�`\
I I \ - \ `-____ �____---__-_ _ „ r 'A D \I ` I 1 1 1 \ 1 ` \ p_ rl - \ ` \ ` \-- ` - \`\ \ ` \ \ \ \ \ --- ___ l I `\ 11 I I I \ ` - .\ \ \ / I \ \ D _ \ ` \ PROPERTY LINE / / / ,
1 1 1 1 I 1 \ \ _ \ I / / / \ N _ \ \ 1 \ \ \ I \ \ \ \ __ i n"' / / /
I I I I ,� \ ___ -- --DITCH I6 SEL�a NT TRAP \ 1 , I I / , / 1 a a _0 \ \ I 1I CULVERT 7 \ \ \ `Fs \ e ' : / l l
11 I I 1 \. \ 1 / / m \mot N I / / /---
1 I 1 I I : \`\ \\ -�'- _-y-_40k 20' X 2' DEPTH \ ` i I / i i i i / ((„ I I ° 1 1 - , \ 11 '1 `\ \ \ \ \ \ \ , I : ' _ , / / / , I I � `\
1 `. / I / l \ • • \ , \ 1 1 I I I I �� \ \ \ II 48 LF IS RGP A LO \ \ \ \ \ \ \ \ \ \ 1 / / / / , / / / \
I 1 1 - 1 / I \ \ \ , / / \
1 / \ \ \ \ \ \ \ \ \ \ \ / / , / /
1 1 / \ / _-__ \ 6N VOL. = Sqq OF \" \ \ , m % I 1 / 1 \ \ \ .. \ \ , / / /
\ \ \ \ , 1 I I - \ \_ \ \ N \ 1 I INV IN = 300.60 \ \
\ \ \ I I I \ f `. `.-_ _ '� r 2 `- r PERIMETER SILT I�C.E 1 I t 1 \ t r t ` \ \ \ \ .\ \ \\ S2 \ \ \ ` \ \ \ `'� \ \ \ \ r / �_ _-_ - I /
I I _ _ r . g, AGE AREA = 800 5F \ I 1 \ \ \ \ \ \ \ \ \ \ \ INV OUT = 300.12 \ \ \ \ ` ` \ \ \ : , \ \ -- - / / /
\ \ \ \ \\ I \ , \ \ __---- Y _ _ \\ BAFFLES AT 10 20 30 \ w OUTLETS LF \ \I \ \ \\` \ \ \ \ N.
\ \ \ \ QIO = 2.16 GFS `\ \ \\ \ \ o> \� \ \ \ \ \ \ \ \ � I - / I / \
\ \ . . \ 1 \ \, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ __ / , /
\ \\ \T�1 ` `\ i ` \\ \C\ j \ I I AREA %T 1 % ft ; \ \ 51LT FEr1GE \ \ ., ` \ \ _ \\ ` ` � ` \ \ ` \\ \\ \ �\ ;\\\ \ \ \ \ \ \' \ 1 / / / / / /
\ \ \ \ .1 \ \ 1 \ r\ I I 1 \ \ \ \ \ \ -'C06 --- \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ I / / / / /
I\ \ \ \. \ \\ \ `\ ` \ \ I . r . . . \ r y,,- - 1 r r , r I . , I , 1 1 , \ \ \ 1 \ OUTLET (TYPa \ . �[�. TR _ - / \ . \ . \ \ \ ' \ / , / / ,
\ I \ --1 \ \\ \ `\ \ I I \ . \\ \ 1 1 I N I 1 , \ \ \ \ N. ` \ \ - ' I \ \ \ \ \ \ \ \ \ \ \
'� \ \, 1 , \ \ \ \ \ \ N. ---
\ ` \ r . . y . ' ' I ' ' \ \ \ N. ROADSIDE DITCH 16 \ \ - - _ 1 \ \ • \ \ \
\ \ , \ , . , \. ` `\ `\ IJ cCr %y-_--= , . I . / . , / . . I I , . I 1 1 , \ \ , , . , , a. \ _ \ \, , \ , . \ \ , . \, \ \ \\ \ \ , \ \ \ \ \ , . \ \ \ \ , \
e , , \ , , \, . \ ,
\\\, \\ - \
\ \ \ \ ` \ ` \ \ \------^ `- \ 1 1 1 / 1 !, I I I \ I \ \ ` \ \ ` \ AREA = 15327 5 ft \ `� I \ \ \ \ \ \
\ \I \ \\ ` 1 / l I \ \ \ \ \ `HYD L6TH=700 \ ` \ ` \ \ \ \� ` \ - `_ I \ - - \ I
\ \ \ . /. N. I . / / I . I I I \\ , \\ \\ \ 11 TEMPORARY \\`\ `\ `,8\ `\`� �\ - \
\ \ \ \ \\ \ \\ . . . \\ / / i / % / I I i , \ \ \\ \ \ \HYD HT=26 \ ` \ \ ----- GHEGK DAM (IYPJ \ \ `\\ ` \\�€r `\ `\ \ , 2 - \- ` \
1 1 \ \ \ \ \ `\ \ `\ \ \ , \ I 1 i / i i / / w i 1 i ` ` \\ ` ` ` ` \ ` \ �s� \ `I?m ` \\ N.
` \\N. \ \ -`.- -, `,
I \ I \ \ \I \ \ \, ` % / / / / i I \ \ \ \ \ \ \ \ ` \ ` -` ------ v / \ ♦ c� J\ `\ \ , \ . `_ ` . - ,
\ \ \\\ - 4.- \ \
N.
I I
1 1 \ \ \ \ \ ` \ \\: `\ . \ . . I I I / / ' / / i / "i 1 1 \\ \ \ \ ` \ \\ \ ` \ I \ \ \ \ I \ \ \ \ qill / 1 I \ \ \ \ \ \ \ \ \ \ \ - -- - - \ N. \ `
%
%
1 I \ 1 \ \ \ �000/o,
\ 1 \ • - -- •- ` `
\ \ \ \ \ I \ \ \ \ ; \ 1 \ , I , I / ' / / / \\ \ \ \ \ I \ i I \ \ 1 \ - \� DISTURBANCE (TYP.) fi� \ \ • \ \ \ • \ N.
\ \
/ I \ \ 1 1 1 \ \ \ ` \ \ ` \ \ - ` -`. \ , ` ` ` \ \ ` `
I 1 \ \ \ \ \ \ l I I \ \ \ \ \ \ \ \ \ \ \ ? \ \ -, `� - \ \ \ \ \
\ \ \ \ l I 1 / / / 1 I \ w \
I 1 \ \ 1 \ \ \ \ \ \ I \\ `\ ,` `\ , \ \ \ \ 1 1 I I I / '\� / I 1 1 1 \ \ \ \ 1 1 I I I I \ \ , \ \ r o t \ \ \ ` `\ `\ `\ \ \ ` \\ \ `\ - \ ` `� -- \�2 `\ \ \ \ `, `N \
1 I \ \ \ \ \ + \ \ 1 1 1 / !1. / I 1 1 \ \ I I I I \ I , _/ / \ . ` - - : B �`- \ : \ \ \ \ `\ \ \ \ \ I \ \ \ `\ \ , \ \ \ \ `. \ / I I I I I CLEAR WATER DIV G \ \ \ __// \ \ \ \\ \ -` - \ \ \� \ ` \ \ \
4 / / \ \ ♦ \ \ - - 2 \ \
\ , \ 1 \ \ \ N \. `\ . \ \ \ \ / / 1 I I I 1 , I \, , \ _ '/i I , \ N. \ \ \ \\ 2ge` - `- ` - `� ` - , \\ \ \, \ \\ \ \ \I
I I 1 \ \ \ \ \ � \ \ \, \OUTLET SWALE 6 I I I I 1 I w/ RECP SEE SHEET D3.1 ` ` --- - / ` ` N. ` ` -`\ `\ -` �\ -` ` ` ` ` ` `�
I I 1 I \ \ \ \ \ , 1 \ \ ; \ \I ROADSIDE DITCH 18 I I I / I I ( ) \� __-___ I 1 1 \ \� `\ N. - \� \ ,\ \` \� `\ ,` \ , `
I I 1 \ \ \ \ \ I \ \ \ TO BE USED AS TEMP. 1 1 I 1 ,' I ` - - - -, - - - -�? ` \ \ \ \ \
1 . _-- AREA = 18280 s ft I I I ` / I \ . . . - - . - , q
\ \ \ \ I 1 , \ .I / / 1 I I 1 1 AREA = 44278 sq ft , ` SILT FENGE/TREE / s ` ` \ `
/ I 1 1 1 , 1 I 1 , , r , 1 \ CLEAN WATER DIVERSION w/ I q , / i i 1 \\\ `--- --'-- - - �. / 1 \ N. \ \� ?e \- :;\ g\ \\`\; \�`\\ \\``I`,`\
/ 1 I I 1 I I I , 1 , \ I .-'� �'-\ \, 1 I / 1 SHEER STRESS .74 �,,, / ` \ % \ `\ ` • `� `
I I I I I 1 I I \ 1 r \ HYD L6TH=450 I / I / I PROTECTION FENCE --_-_- / I \ \� \\ \� \�\ , , \- �;a `\ \ `\ \\`\ , \ , ` \ \
I I I , I I I 1 I I I , I 1 I . I \I \ RECP 1 HYD HT=II' / / , , I DEPTH OF FLOW .34 `, --___ (TYP.) % i > \\ \ \ -\-\ �\ \\ \ \\ \ `\
\ \ \ \ \ \ \ \
I11I ` \ \ I I �10 = 153 GFS / / I / / / HYD L= 425' HT= 15' \ - - ------ \ . \- . . \ ` \ \\ \ 2 \ \
I I I 1 1 \ \ \ \ \ �1 \ 1 / / / ' ` / / \ ` 2y - - \ ` - N. \ \ \ \ \ \ ` \
I 1. P . / / / / Q '' \ \ \ \ \ \ \ \ \ \ \ N
OUTLET SWALE / \ - - �\ \ \ \ \ \
1 I I r . I I• •I J^ \ . \ 1 / , , / / / / / � \ , \ \ _ \ \ \ \ \ \ \ ..a 1
1 I 1 1 I I I :G m I I I / ^\ \ \ 11 / / / / I _i ' \ ` \ . \ \ \ \ > \ \ \
I I 1 1 1 I I I ' w I I 1 I \- \ 1 / / / , , / / 2 = 0.96 CFS ` -_ `..__O' , / \ \ - - - \ \ \ \ \ rP \ \ \
I I 1 I 1 I I I n I " I I I I \ \ 242 LF ® 5.q" % SLOPE I 1 1 / , / / / I / / / I Qio = 1.28 CFS ` \ ----- _ \ , / I \ ` ` \ ` ` ` `\ \ \ \ \ \ \ \ \ \ �'
1 I I I I I I I / \ I 1 , / / / \\,. - / 'i \ `_ ?) \ \ \ 1 \ I \ \\
/ 1 I I 1 / / \ ` 2 FLAT B< 'TTOM w 3: I SIDE SLOPES \ I 1 I ' ' ' / / / I 1 \ �\\\` - _ _ -- '�. \ \- `. \ \ \� \ \ 1 1 , ,
/ / 11 1 I I I l , I 1I I I I 1 I. , . / . . \ \ I I / / / / I , \\\\ . CLEAR WATER DIV H `- /// \ \ \ \ ` \ \ \ \ 1 1 1 I I \
/ / I I I / / \ ` GRASS INED CHANNEL 2' DEPTH \ \ \ \ 1 , , / I , \ \\ \ - - - _ 'I\ \ ` I \ \ I I
/ I / l / , 1 1 ! , I I / , \ \ - \ \ / / / I I \ \U \ \ -W/ RECP (SEE SHEET - ._ O \ `\ \ \ ` \ 1 1 \ \ 1 I I I 1
1 1 / l 1 I 1 / l / - \. , I I 1 / I I I U\ \ _� \ �� \ \ \ , 1 I I i i I 1
I I I j I 1 /. I I 1. /.. j. \ QIo = 4.20 Gf5 \ I I / / I \U\II a_ U, \ \ 1 \ 1 I I I I, I
1 1 r r l I I 1 I \ \\IU\\U \ \\ `- \`- _____ D3.1) - ,�� iq,q„/ `\ \ \ 1\ l I l I I I ,m- 1 I I I
/ / / / % l 1 i I / I I / I 1 6Zo = 4.84 Gfs \ WA111ln iilinilihiliuiiiuni iiini uinni ii'U\'I -----________--___-_ 1 ," \ \ , 1 1 I 1 I I N I I
/ I / / / 1 I I I / / I , / I / \ \ I I , I I 1 I \ \ `\ `\ _ --^\ -AF=A = 208209 sq ft ` /- -`\ \ \ %I 1 I I I I `i I 1 I I I I I
/ / , / I I ! I / / I. , ' I 1 1 1 I I I 1 I\ \ \\ I I N I I \ I \` \fz�
I
r'------------------ SHEER STRESS .82 1 II ,I ml II I I I I I II I I I I
i / / , R 1 , , / / I I r /. , .. .. . I I 1 I 1 I 1 \ \ 1 I , I \ ,--293 , IN, I I I I I I I I I 1 1/
/ / , I , 1 $ \ \ \- _ - CLEAR WATER DIV I I I I I I I I I I._-------zsz- -- - __w/ RECP (SEE SHEET D3.1) 1 11 1 II! I 1 i
-- / % I N I / / I / D T LEVEL SPREADER 1 40l� 1 1 I I ,\ \ I , , 1 \ \ , -` DEPTH OF FLOW .7D - I 1 I I I I I I I I I I j l 1 j I l/ / / { . I I • I SF \ \ \ I \ \\ \ \ \ - HYD L= 800' HT= 23.5' l I 1 I I I 1 1 1 I / ------
/ i I I i / I _ _------ -- 2 = 4 22 CFS------- - -_ TRANG I 10 \\\ \ \ \ s / I I I I N I l
\ \ \ \ \ \ \ _ `- -- AREA 83369 sq ft _ ; , / l / , l I I I I / I I l Ill i
/' : / I N I I / WIDT45" -- 1 1 1 ; \ \ \I ^ __29 --Q - _ / / / / / l 1 1 I I 1 I 1 ! l
--- /'' / / / / I II l I / /% Jw I . i . ^-`>. i . I �D LWD�---ice L , �\ ` 1 -\ _ 291 ' _ __--- _ ------
F \ \ \
T��- - SHEAR STRESS 84 l IIII l I / l
-- ' I I / I , 1 \ \ \ \ \ \ \ '\\ \\\ � � � 4+0 5.60 CFS \ DEPTH OF FLOW .48 / , l /l I 1 i i i i i I i i 1 i / i I i A
2�0 /' / = ; 1 m , ' \ ' , - \ \ _ - - ------HYD L= 590' HT= 13' / / / / N I N I I 1 I 1 I
/ / 1 1 I \ i ___-- ROADSIDE DITCH I"1 ` ---t / / III l I 1 I I 1 1 I
/ I I �O'i I I \ \ \ \ \ \ \ �•
, / / \ \ \ I \ \ �1 \ - ---- / / / I I I I I I I 1 1
. \ \ \ \ \ \ \ \ \ i 483
------- 6a/� ; ' /I / fir /L1PPI)13 ` t` \ \ \\ \ \ \ \ \ \ \ \ 11� \ \ \\ \\ __ ------ --- = 52 sGj ft _- / I / 1 I I I I f 1 1
/ / / / \ \ \ \ \ \ \ \ \ \ , \ \ CULVERT q AREA _ 00 \ \ Q2 = 1.92 CFS / I I I I I i i I i 1 I
1 / , 5 . / ' /-\ \ N \ \ \ \ \ \ \ \ \ \ / 1 \ \ \ \ �\ \ \\1,�__
- _--- - - ------ - / 1 / i i N I I I I ' I I
---------_-'''' : ' / / , I / i y1 r r/ \r I\r `fie \ `\ \ `I `I `I \\ \\ \ \ c , p `, `\ \ \ \. 40 LF IS" RGP ®1.65R'i HYD L6TH 10 -. Quo= 2.54 CFS :/ / / / / / I I i I 1
/ I l \ \ \ \ ` \ \ \ \ \ I \ \ 1 \ `\ `\ `\-- _ HYD HT=25' - ` _ _ I / / I I I l I 1 i N 11
1 ` \ \ ` \ ` \ \ \ \ \ \ \ J \ I \ _ = 2 = --� - - _ - = --- ----- / , 1 I 1 I I i 1 I I
/ INV IN 76 00 / / / / / / / 1 I 1
/ / i r l i r /'. r \ r \ r \ \ \ \ `\ \\ \ \\ \ \ ` \ \ \ \ \ \ \ \ - INV OUT = 2�534. __-------- -QIO 2 3S8 GFS --- -----' l i / ''I 1 { i i i I I I
_----' .� / / / �,/ / / \ \ \ \ \ I \ \ \ \ \ \ 1 \ \ \ I , �. - _ --284 2ft `` • _ / / l l / l l I I 1 1 I I 1
•------- ---------
/ , / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \�G ,\�.- QIo = 2.16 GFS - _-_ \ ``.^ --`_ _ o / I l l I I / 1 1 I I I
/ I I 1', I .' \ ` \ , `\ \ \ \ \ \ „\ \ >- �,/ , ., Q2$ - 4q G _ -------283------- - / l I I I 1 1 I I I
- / / / / ' "' / , \ \ \ - 2. FS_-' % ^`\ \ _ ti / / / % � / I l l /I % / % I I N I I
________---- I ,I I I I / \ \ \ ,--- ,__- - --282 ---- - _ _ -
\ \ \ \ \
ry '/ / I /, 1 j /� \ \
-------_- __ ----- IA/ . \\ r\ i I r , i \I \I 1 \ROADSIDE DITGH Ib \t 1 \\ ���y `. A -
-- � TEMPORARY - � / � -/ : / i i i i i it // l 1 I I I
• / / / `/ ; 1 ` • • • \ I 1 1 1 I , I AREA = 128g7 SG� ft 1 \ \ _ GHEGK D M (TYP.) _ `� _ 1 ' /� �, / � / �'�' �, l /I / /l Il / 1 I I I I
___-- �, l , I I , I I I 1 I I I I I I I HYD L6TH=400' % \\, ` \ - - •----------
_ -- -'-'-_�----'L89 / i i ' �i �% - / I % % I / l j 1 I I
_- / , r/ -� �- rl r I r , I I HYDH'�11' \ \ \ ` - / ///rye // // /, I I
,-r'-- - ---- _% 1 I' -
I \\ 1, i I i / i i \ `\ 1\ \\ \ ` \ / , _ - --' - , / : �' % i i i i i i / i i
----- . . . . t\ . \ STREET E ---- ---- _ - _-------- - / / ,
/ / 1 I, \ I I I / I I , QIO = I- �iF-5 \ \ \ \ \ - / : / : : ; �/ / / , / / , / / /
I �- / / I I' I I I / / / / / 1 I \ \ I \ \ \ \ ` ` \ -- _ - ` \ e% _ _ /' / °I�i i ' / / % / / / j / / /
1 / / / I /" /-- ` I I 1 / / / / I \ \ \ \> \\ \ \ \ \ \ \ \ \ - - / - - -- ` \ \ ___- / / ' ' /' ' , i / / ' / ti / /
1 / .1 I ,. . . I I I I I 1 / / 1 \ \ \ \ \ \ \ ` `\ ` \ ` _ / , / . /- /- . \' \ N. ` ----- ' -/' % ; / ; / ; , ; / ; : ' / , %
\ % / / I % ` 1 1 I I I I I I I l \ \ \ O \ \ \ j �.CO� \. \ ' - / / -' `, ' / / / / c
\ / 1 I 1 1 ` `\ \ \ `\ PERIMETER SILT FENCE -- / , �; ` \ /' _ 1V / / ry.,0 / : , � / / I / m ,
, , / , I `\ I `\ \,w OUTLETS 385 LF > �, ` \ s'' _ CULVERT 8 N'------- �'% / '/ ' ' / ,%/ / I / /
1 \ \ N. c_ / . / / / . /
I I / I I I I \ N. t \ // ./
\ / I / 1 I I \ \ \ \ _ / \ / / / / , / / / /
/ I I . . i I \ \\ s AREA = 3627 sGj ft / > `\ _ - \ 40 LF IS RGP ®I.OAS `\ g5 ' e / ry-I , ' �, I
/ I I \ 1 1 I 1 2 F_ ,-PERIMETER SILT / / , � -- / - \ _ / / ry/ / // / / 6 j / /
\\ `, \ / / 1`2. I / \ 1 I I 1 1 \ I\ N. \ `2 `, \ \ I = 5.62 In/hr \ \, \ I.-_
- I f / `\ `\ INV IN = 281AO `\ `\ / ! / , / , , i ,'', b /i i / -i / / /
\ / / / ` / \ 1 1 \ B \ \ ' \ / / / / / 5 / /
\- \ \ ` \ \ \ % % % I• 1 \ \ \ \ ` 2 ` ` \ \ \ ` o w OUTLETS t 325 LF I y I / __ \ _ - /' / ' - / '/
I \ \ \ - \ \ - _ \ INV OUT = 28�1.50 ` �, / . , , . , /' ,
\ / / / //
`\ : / / I I \ \ \ \\ \ \ , ,\ \ \ `\\ \ ` --AREA = Ig325 sGi ft I \ "`\ `\ \ QIo = 2.I6 GF5 / / '
\ \ \ SEDIMENT TRAP -ALONG DITGH L j\ \ �� /� /
\ \ \ \ \ / I / / / . . . . \ \ \ \ \ , � `, ` \ \ ` N. 0. 36'x IS' X 2' DEPTH /----\\ CLEAR WATER DIVERSION SHALE L 1 \ �` / �/ y,- / // /' i _--' '' /
\ \ \ , 1 \ \ -`2 \ \ \ \ \
\ \ \ / I- \ 2_-- \ \ \ \ r / r \ \
260 LF o I.OAS , `, \ \ ` \ ` \ 1 1 / 1 \ \ \ \ \ , \ \ \ \ \ \\ \ \\ s. �_-- DESIGN VOL. = q07 GF / \ � - , / / � / / /
` \ \\ \ \\ \ \% I I 1 II I \ \ \ , `\ BI _- -\ \ \ \ ROADSIDE DITGH I o SURFACE AREA = 650 5F / . ---- HYL' H6T = 10' / i ' I / , , /' yes- ___-' /
\ r � � Bo, \ AREA = 30836 s ft N I ', ', '/�� %�!__-------`� '
I � � �i' BAFFLES AT q 18 27 Q2 = 2.16 GF5 ? , / / /
I I \ I i I f . . . . \ _ \ \ \ \ N. I / - - 1 \ \ \ / / / / i i
t , , \ \ \ \ ', , / , , / / / / / / /
I \ \ \ \ ,s \ -, \ \ \ \ HYD L6TH=q00 !L ll : / / I I WETLANDS \ / / / l I /
/ / i I I i I \ /` ` \ \` \` �`\ \ \ \` ` HYD HT=31'. \ \ , _ %�/ i ' / / / `/ /__-- \\I \ \� 2s \\ `\` \ N. - / / / / / // l I I I / / �i ` _-----------
\. \. \ . , i i / \ \ \ / / / /
/ I I I ) I 1 1 / -' \ s ROADSIDE DITGH 20 / \ / / / / / '
I / . . \ QIO = 2.80 GFS ` \ w rl \_ - \\ \ \ \ \ / l i i l-------------'
\ -_ AREA = 32664 s ft / / I \ ` ` ` ` / / / 1 _ / ,
I / / / /2�
I I / I / 1 \ \ / / \ N. \ \ / / / / / I , I , / / /
/ I ,�'\ a ,
/ I I I {�/ . . . . \ 1 . \ \ \ ` \ \ \ \ \ \ \ \ I - HYD L6TH=q00 / \ \ \ \ i / / I / / / , 1 i I l l / / ------------ --
/ I 1 / / / 1 / , . / . \ •\ / \ \ `\ \ \ \ ` \ \ \ \ ` \ - 1 / / i I A -I"`-- r `\ \ \ \ `♦ `\ `\ \ `\ \ \ / / , / / I I I I / I I 1 I / /
- / / / / / 1 / / / \ I / \-- \ \ \ \ O / /
/ i i i / / 1 / l I / \ 1 / 1 l - \ \ \ N. \ \ ` \ (� O = 'Y / / , \ \ \ \ , \ ` `\ `\ `\ 1 I / / ' / ' ' N / 1 I 1 1 1 / ------ '
HYD HT=31 \ \ \ \ / / / / , 1 / / /
/ /I / / . . . r J / / \ - \ N. \ \ \ \ \ = QIO = 3.00 GF$ / / / / . . . ` \ \ \ \ N. \ I / / / , I I 1 I / /'' /
/
/ , I \ r / WETLANDS \ \ \ \ \ \ \ - i \ \ \ \ I I 1 /
/ / / / ---- \ \♦ ` ` \ \ I = / i I � / i i . \\• \ \\ \\ / CLEAR WATER DIV K III 1 r
\ -- \ N. \\ \\ \` \ \\ \\ \` \ \\ / \ , N I `------- \ \ \ � = i / / i / / � / // i // / � r ``\ \I \\ `\ \ \\\ \\ \\ \ ` , I w/ EXCELSIOR 1 i i I I I I i i /
/ / r , rI r r \ r . 1 I \ - ---- \ ` \ \ \ \ > _ / / / `, `=-�_--\ \ \ \ \ ` I I I 1 ; - -
/ / ` 1 . \ \ \ \ \ \ I , a \ / / / / / , / .✓ \ \ \ \ \ \ ` \` \ \ I \ AREA 4288q 5Gj ft I I 1 ,IIII i / ,
/ ' / / e ' ' / \ 1 N I I k / , \ \ I / -
/ / / / \ - \ \ \ \ \ \ \ \ \ \ _ e , I / I / ,--- _ \ \ \ \ SHEER STRESS .85 I , 1 I I 1 _-
In . \ . \ , , / / / / , \ \ ` \ \I \ / H OF FLO b I 1 1 I I /11
` 1 I I f / / / / / . r r �`� ,I I I \ `,- , \ \ \ , N \ O \ �/ / / / / \ \ \ \ \ \ - 1 a I i / /
r \ / / / / . . . , . \ \ \ / 'I I I I I
\ , I I r / r tA I I \ -_-____-- -- --_ '\ TEMPORARY \ ---- _ / / / I I I f \ \ \ \ \ DEPT W 4 , i 1 i , I /�
\\`\ \� \ I`\ I\ I% i / i ,� iI i \ 1\ 1\ \\ `�`, GHEGK DAM (TYP.) �\ I\ _ / , / / / / / / / -_ \ \ \� \ \ \ \ \\\ \\ \ `\\ \ \`I II"150 LF ®2.255K Y i I I N I I I I I I �' i i
\ / \ \ \ / / / / \ \ \ \ \ \ \ I I I ' '
\ \ \ \ I I I / • I • \ • • 1_46t \ \ \ \ . / / l / / / . . \ \ \ \ I HYD H6T = 35.8 I '5 ' / / ,
_ , / r \ \ \ \ 1 1 1 / /
, \ \ \ \ \ 1 I I / \ \ \ \ --- , ` \ \ \ \ \ \ \ / / I 1 \ \ \ \ \ \ 1 I I I I I I I I / /
\ \ \ I \ \ \ , \ \ \ 1 ,, \ \ __, , / , 1 , f \ \ \ \ \ \ \ \ 1 , I Q2 = 2.16 GFS I I I / /
\ \ I I I I , -2s \ \ \ ` \ N. ` \ , 1 N , \ m - / / I 11 i i `\ \\ \ \ \ \\ \J�, r i 1 1 1 i
\ \ / \ \ I I I . . . \ \ \ \ \ i i I I I I I , /
\` I \\ I \ 1 I I 1 1 I , . . . . . \I \\ ` \ - - - \ ` I I I 'O \ \ I F-- / ' / I I I I I \ \ \ I I \ \ \ `\ 1 _ I a/ i 1 i i / i /
\ \ I I 1 1 I \ , I N \ \ % , I / \ r \ q \ \ \ \ \ 1 / I I I I I /
\ 1 1 I / \ \ ` I 1 / 1 I I / / m I I 1 /
`\\ \ \ 1 I I I ' ' I 1 I I� .\ \ \ \ - �� I I I I w 1 \ I \ I -, i / 1 I 1 I -- \ 1, I \ \ \ \ _ 1 I 1 / I I I I I I I I
\ I , I , I , r . . . N. \ `- --- 1 I / lo' I 1' \ \ __-G / I I I 1 I / r / r r- \ I \ TT►►�� 1 -._ I I I I / 1 I I I I I I I I 1 1 \ \
\ I 1 1 I I 1 , `\ \ N. - / S` , , I I 1 , \ \ \ , I I . I / - \ \ \ \ \ \\\ N I I 1 1 1 ' I I 1 1
/ 1 1 / 1 I
1 I 1 I , / ---- ---�1
I I I 11, I , 1 1 I ` ` / / // o I I 1 \\ 0 ,`.--- / I I 1 1 , 1 / \\ `\ \ 1 1 \\ \ \\ `\ ,`- \-1 I l o ,I / 1 I I I 11 1 1 I 1
I / / N 1
\ I I % I I I I 1 I , 111 �G. / r . . . . . ,, \\----------- \ % // / I ` \ I
I O 1 `` \` \ \ ` ` I / I l \ \
1 I / I / \ \ \ \ _ ttP I I I I I \ \ \
/ m I 1 \\ �/ I I , \ N
N 1 /� 1 \ \ 1 \ \ I , / / I 1 1, I I I I 1 \ , \
\ . \ / / / I I 1 , \ \ -- i I 1 , I I 1 / `` \ \ , , \ \ \\` ,` _.2> , I / / 1 it , I I I I I 1 I a, \\ \\ `\
/ , I I I \ \ / � I I , rl r i \ \ \ \ .-\ \ , I / / I I I I 1 , I x ,
1 / 1 I I , 1 1 I \ `- ` / , / / h° / I I I ` \ / I 1 I , / \ 1 2g`_ \_- I / / / I I I I `\ \
1 , , / I , \ ^- . I I , / N I 1 1 ` ` - / I I I I / I \ 11 1 \ B -\ . , I I 1, I, I 11 I \, ,
1 I / ra / / , 1 1 1 1 . . . . . . `\ . .I , / / ; / / I 1 ' \ _ / , I I 1 I 1 / ` + \ \ , \ , \\ \ , - I I / l I I I ' I 1 I\ \ \ `\ `\ \ \
`\ I I I 11 N/ / / j I 1 I I I I I /--` . \ -` -,1,. I I I / 1 .I . .\ �[,8 I \
1 I 1 / / / I , I / `------ - ` N ! / I I \ ~ J I 1 1 I I I I I , \ I I 1 , ---- ` - _ `- / I I I ! / I I I I \ \ \ \ \ a& \ \
\ I I I 1 / I 1 \ \ \ 0- / I , I 1 I \ 1 , I \ \ `\ 1 1 / 1 I I I I I I \\ \ ? ` \
I I ! % I I ` �, , \ u' 1 \ \ \\ !" \\ 1 1 1 \ - \ \ / I I , I 1 \ \ 1
\ 1 I I / I 1 1 , \ I N to I I I / 11 \ , I I 1 I I \ , \ \ 1
\ I I I I , / I I . . �\ . . . . . \I , N I I 1 \ \ I CLEAR WATER DIV J `, i i i i i \ \ \ \\
, / , / N I I ' `--'' / N. , \ \ , I - --- ` - \ r'Q, \ 1 , I I , I I I I 1 I \ \ \ \ \ 1 I
\ \ i i 1 I / / � / I I : \ \ \ \ I I I \\ \ \ p w/ RECP SEE SHEET D3.1 `' \ \ I I m `._```_- 1 / I I , I I I I 1 I \ \ \ \ \ I I I
\ \ I , I f \ I I \ / AREA = 98076 s ft , \ \ \ / / 1 I I I I 1 I
I / " / / I , r r r r r \ • `.--- \\ \\ \1 I \ \ \\ \ __^\ .--- \ -5, /! ( q ) I N II II \ \ ^, \ I / / I 1 \\ \ \ \\ `& \ \ I
\ \ 1 I 1 I , / r / I I I 1 \ \ 1 , , I 1 \ `\ \- \ 17 \ / 1 1 1 1 \ \_ - , _ , / I I , / I I I , \ \ ? \ 1 I 1
1 I I I I / / I 1 \ ` t \ \ \ , \ \ -- \ \` / `5p m 1 1 \ \ \ I 1V / I , / 1 1 I \ \ N \ I 1 ,
\ \ , I I I \ \ \ , \ I \ \ �\ . _ • I SHEER STRESS .81 2 \ , N \ I \ \ \ 777 / 1 I / / 1 I , 1 \ \ ` \ I I
1 \\ \\ I I I', , I I I 1 / r \ \ \\ /_-\` --, \ \ \ \, \ \\ \1 \ ,--- -\- \\ \,- I` / \ \ \ , \ \ \-___ -`\\ \ " , I I , i I I 1 ( \ \ , \ 1
\ \ \ I I I I 1 I / / \ \ \ . \ . . . -_r,._ . \. \ \ \ \ 1 \ \ - `. `-` \ `- DF f�TH OF FLOW .38 \ \ \ ` `, `. I , I , I \ I'N I I \ `\ \\ \ 1 1 1 I
\ \ , , 1 , \ I I I / I I I I 4 -'` --i-- \ \ \ \ \ \ 1 \ `_ � -`, \• 1 \ ` \ / I I \
\ \\ \\ \ I \\ I \ 11 I I i // / I� i ,-.\ _'' -----_ \\\ \ \\ \ 1\ \ \ \I LIMITS OF �-----
`\ - HYD 2. 750' HT= 25' y\ \ \\ \ \ `\� __--_ ``\ �`-i\ I I I 1 I i I ,\ \� ` \\ `\ \\ \\I \\I I I
\ N I , \ ` \ \ \ , I I
\ 1 1 \ I I , / I . I . . . . . . . S.- \ \ - \ `- •J\ Q2 = 2.D4 CFS . \ \ \ _--- , \ \ 1 I \ \ \ \ \ 1 1 I
\ \ I \ \ \ \ \ N I I 1 \ I I ' I ` \ \ \ \ \ \ \ \ \ DISTURBANCE TYP. - \� \ \ \ - ! 1 I \ \ \ \ I I I I
\ \ \ \ -, \ / I I \ \ \ \ ( ) < .%' QIo= 2.7 CFS \ %\ \ \ \ I 1 1 \ , \ \
N \ \ I \ \ ,\ `\ \ \ \ I 1 / i .I . . . . . . . . 1 1 \ .`` - i 11 . / . . . \ \ -__-- \ ROADSIDE DITGH 23 , \ `\ \ i
\ \\ I\ 4 r \\ I `\\ - \ / I I ` \ i I\ \ I I I I
\ o \ \ \ \ \ i Ir I ' \ \\ O ` I \ \ \ _ \
I \ - \ \ \ \ \ \ \ , \ \ \ 1 1 \ 1 \ , \ , \ \ \ `\ \ \ i \ \ _ ` AREA = 40701 5r7 ft \ o ` I I I
\ \ \ / / / I \ \ \ \ \ N. ` Q \ \ rn \ 1
\ \ , , , \ \ \ \ , I \ 1 / I \ \ \ - _ \ \ ` J / I /--- \ \ \ \. \ \ HYD L6TH=1200 1 1 I
\ ` \ \ ` \ r I r - 1 , \ -`1 _ \\ `♦ \ -` I I / \ \ \ \ ` ` \ \ ` I I I I i I I 1
\ \ \ \ , , \ \ I 1 I \ ` ---- / r- PERIMETER SILT FENCE \ 1 N
\ \ \ \ \ \ \ \ ` \8 ` I I , 1 \ 1 \ \ \ \ \ / / \ \ I I I ,3
\ \ \ \ \ ` \ \ \ ` I I ` '-- ---` ` , 1 _ - _--- - \ ` \ ` \` '�� / /QIo = 3S8 GF5 \ \ ? I I 1
� \ \ \ \ \ N \ ` \ \ \ ` - \ 1 I \ , \ \ \ `--- \ , - � � � , / / ` I \ \I \I N. \\ HYD HT=25 II \ \ \ , I I 1 I 1
\ \ \ \ \ \ \ \ \ \ N. 1 1 / : . ` I \ \ ` \ - \ / / - \ \ w OUTLETS t '125 LF N \ I
\ \ \ \ \\ \ \I \ \I \\ \ ` i 1 / \- \ \ `\ - s \ \ / / \ i \ \ 1
1 \ , \ \\ \ \ \ \ \ \ \ \ \ / I 1 \ 1 \ - B. < _ s \ ` ` , I / I / _� .-, \ N. `\ AREA = Ig325 5CL ft '\ \ \ \ ' , 1 I \ \ ' \ \ \ ` I I I I I I
\ \ ` \ ` \ \ \ \ \ \ \ \ \ \ ` \ I I . / I 1 \ \ \ \ / \ `_ O \ e2 \ ` ` 1 / l I ,' \ \ \-\ N. \ \ \ \ \ \ \ \ , I I I I
. \ `\ \ \ ?\ \ \ \ \ ? \\\ `\ \` \\ N. I ` ` 1 I ` I t ` i \ \ \ \ \\ \ `\---_----__ \ O - \ sOI \ \ N.
\` - , � , I • ` ` \ \ _ , \ \ I i 1 \\ \ \ \ \ \ \ , , I 1 / / I
\ & \ \ \ \ \ \ N. N. \ \ 1 I 1 / \ \ \ \ \ \ N. _ \ ` `\ \` \\ \ \ / , , / / / \\ `\ -`,` N. \\ 'I / , \ 1\ \ N. `\ `\ , \ , i i / i
\, 1 \ \\ \ \\ \I \ \ `\ \\ \\ I \ \` , \ I 1 r/ : r r ryr \ r /, . r r % r ` r 1 \ I \ \ `` ,/ - _ \ ` \ \\ \\ \\ _ / 1 / / . . \ \ \ --_________ r I 1 \
\ `\ , \ ` \ \\ \\ \\ \ \ \ \ \ 1 1 r I I , / ` \ \ ` \ \ - ` o \\ \` \ _ / j 1 / \ • � I I I \ `\ \ `, `\ `\ ;a m 1 \ I I I 1 /
\ \ \ \\ `\ \ \ \ \ `\\\ \ `, \ N. \ I 1 1 I . . r \ \ \ \ \ \ \ STAGE I SEDIMENT TRAP_ - \ \ \ \ \ V I I I r 'I r \ _ I I \ / \ \ \ \ \ I I I I
\ \ , `\ \\ I \ \ \ ? \ \ \I \ \` \ \ , r I I . I \ \ \ \ \ , \ , ,-_ \ ` ` \ / = I 1 \ _ I 1 \ I \ N. N. \ \ \ \ I I I I
\ \ \ ? \ \ \ \ l I ,,, , \ \ \ \ \ \ 2 \ \ \ \ 1 1 / \ / I / \ N. \ \ \ ` \ \ \ ` 1 I I
\ \ \ ` \ \\ sirs \ \ \ \ ? \ \ , I I I . , , ,r--,. \ \ \ , \ 24k 12 X 2 DEPTH____ \ ` \ - 1 , I ' 1 I. \--__--_-_-- / I I \ I \ I ` \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ I 1 r r . . . . r \ \ _ DES16N VOL. = 25q GF \ \ \ _ I I 1 . `_- ----- _ / / I I \ \ \ \ \ 1
\ \ \ \ \ \ \ \ I I� I I / `I I 1 \ \ I \ SURFACE AREA = 288 SF• \ \ \ - 1 / 1 I �' I - 1 \\ \\ \ \
I \ 1 \ \ \ 1 I - 5 \ \ \
\ \ \ ` \ \ \ ` \ \ ` \ \ I I I I I \ I \ \ `, I I 1 \ , \ \ \ \-_z' I 1 1 1 % \ / / / < \ / I \ \ \ \ \ \ \ \ \ \ \
\ , \ ` \ ` \ \\ \ \ \ \\ ` \ \ I I I I I I I i / , 1 \ \ `-_ -, 1 - / I I I I / a / I \ \ / 1 \\ \ \ \ \ \ \ \ \
` 2 ` \ \ \ \ \ I I / 1 _ BAFFLES AT 6 12 18 \� \ \ \ = I . - . : `` h / I 1 \ / I \ \ \ \ \ \ \
\ \ \ \ S \ \ \ \ \ , \ \ \ \ , I 1 d r , r 1 r r r r r . . . , I ` \ \ \ \ _ / 1 ! --1--- / / I I 1 I `\ , , I \ \ \ \ \ \ \ \
F / \ / , I 1 r l - N /
\ \\ \\ \I \ P�. \ \ \ \ \ \ `\ \I , , 1 ' I I I I I I /'•--_ I : I I , \ ,\ / �� ` I \ \ = I 1 1 _ -. \ . / I 1 _-� I \ \ \\ \\
\ \ 19 \ \ \ \ 1 \ I L r - I \ 1 \ - ' I I / ; I 1 1 i i \ \ \ \\ 1\
1 \ \ \ \ N. ` \ \ \ \ \ 1 \ \ 1 , I I I , 1 I 246-I I I I I \ \ \ I\ I I ` ` i I I I I / i� / / . I 1 \ \ \ \
I \ \ \ ` \\ \ \\ \ `\ \ ' ,III t 1 r / . / r . . ! I - OUTLET SWALE 7 -o I i = i i i ' r I . �/ :� I I \ �' I \ \ a\
I r i I r I i i I 1 \ \`\\
I I `\ \ `\ \ II \ N `n;' I I I I 1 1 1 \ / \ \ 1 \ - 1 1 r / /'" i r / % \ 1 1 -_/ I II \I \ 1 �' \\
I I 1 \ \ \ , \ \ rr \ 1 , 1 1 \ / ` 1 I 1 \ _ / 1 I 1 , \ / / / 1 / \ \ \ \
\ . \ , , , I 1 1�1 \ \ \ / OUTLET SWALE 7 50 LF ®I.O:Yi SLOPE �` 1 , ` I / / i 1 ' ' \ 1 \ \ ` \ >
I 1 1 1,, r • i I \ ' I ,, ` . /. \ \ -- / 1 \ \ \
I \ \ \ ` r, a f 2 FLAT BOTTOM w 3:1 SIDE SLOPES O I , ' \ _ � I / � /' / , / / I / \' 11 I ,.'- � ,1 11 \I N
I , I / / / \ 1 / , 1 \ Io
I I I l , 1 , 1 1 , \ \ \ \ I ` TO BE USED AS TEMP. p , \_ \ / / /
I I , 1 1 1 I I I I I 1 1 1 1 1 1 1 I 1 \\ ` \` \ ` \ I / I I I a� TEMPORARY I I / / / // 1 t , ,\ I : I I , 1 \\\\
1 1 1 I , , , , , , , I 1 1 t I I \ \ \ \ \ \\ `\ \ i CLEAN WATER DIVERSION w/ GRASS LINED CHANNEL 2 DEPTH 1 I ! I °, I / I i / / / 1 , 1 \ J 1 , I I \ \\ \\ \\
/ , I I 1 I I 1 I 1 , , , , I I \ \ \ \ .\ \ A i' I r • '!2e . I = HORSESHOE INLET . 1 . / , / / I 1 \ / I 1 I \ I \ \ \
! / I I I 1 I I I 1 ` \ \ ` \ \ \` \ \ 1 _ QIo = q.q5 Gf5 I I I = y �I I / / \ I ____------- ' I I I I \ \ \
I I , l �' I RECP 1 / / 1 I \
/ I I 1 I \\\ t I _ I I I I 1 PROTECTION I ! / I ( I I \ 1 - \
/ I I I N I I 1 1 1 1 \ \ \ I / / I / / r--- 1 1 1 \,\
I 1 I I I 1 1 1 , 1 \ \ \ N \\ \ \ I I I I r Qas =11.48 cfs_ \ \- 1. 1 , I 1_-"-' I / / . . I I I ' I I 1 , \ \ / 1 I ' \ 1 \ \ / , / I 1 I I I I 1 1 1 \ ` \ \ \ \ \ \ a \ • 1 1 • 1 ,. . l . . _�\ . \. \ \ ``- --- : A. _t 1 (TYP.) I I . .I r 1 , / ` 1 I I 1 / 1 1 1 \
/ / 1 I I I I 1 I \ \ \ \ \ \ \ \ ` \ \ ` ` \ , I I %^ \ `, - / 1 i ` `\ \ I 1 '0 I 1 - ' / I I / / 1 \ 1 1 1 I \ 0 / / I I 1 \ \ \
I I l I 1 \ \ \ \\ 1 / \ \ \ \ \ \ 1 I I 1 / I I, \ 1 I / I 1 1 N I
/ I / I I 1 1 1 \ I I \ , \ \ \ \ \ \ \ I ,, . . ' . . �` 1 \ . \I I I I 1 I . . I I \ ' '% \ _ / / , \ \
/ , 1 \ \ \ \ \ \ I 1 '9r / 1 \
I , \ \ \ \ , , , 1 1 , I I ry \ I r--- I I 1 \ / / /
I / l i I i \ \ , ! I I I + ""� `` \ `\ SPREADER I I O o i I I I I I \ . I
I 1 \ \ \ \ I 1 1 I I , I / D STONE LINE LEVEL 1 I - 1 I , / , / \ 11 \
I 1 I , - , \ \ \ � , , CULVERT 10 I / \ \\ I I 1 1 , 1 J /
% % / / I I I 1 \ \ \ \ 1 1 1 I I ? I .1 1 �' I I. 1 I . / . ..' . . . ` \ ' 1 / . , I \ 1 \ ' /
I , , 1 I 1 1 \ N , I I I I I 1 1 I f �' . \ a . . ENTRANCE WIDTH= Ib • V. I • I - 40 LF IS" RGP ® I.096 vi i I 1 I I I \ \\ `\` 1� / /' ' \
I I 1 ` \ 1 1 I / I I 1 ' \I \ \ \ 1 I = -------------- / / , \
/ / I N j I I I 1 I I I I 1 1, I I I I I ' \ INV IN = 24q.70 I I I I I I \\ \\
/ I 1 I I I I I I I 11 I I 1 1 1. 1. /. . . . . . . . END WIDTH=3 ./ . I o 1 --\ I , 1 1 I \\ \ / / / I
/ / / 1 1 I I I 11 I I I 1, I I I I I 1. I I I 1 I. / \ .\ DEPTH=.6 'I�" 1 r I I 1 INV OUT = 24q.30 1 I I•� \• 1 I I \ \ \ \ -w - / 1 /
/ l I IC I I I I I 1, I I I I I I I , 1 / \ , ' I , 1 01 -t I , 1 % / \ I I I I \ \\ \ \`. / ' I
I I 1 m I I I I, I I 1 1, , I I I I I I I I I . I . . . . . .\ \ LENGTH=20 I I I '0 1 I I_ QIo = -1.I3 GF5 1 / / \ I I I 1 `\ \ ` --------------.263'�- �: /_ l 1
/ 1 N 1 1 I I I \ \ , 1 \ I N.
/
/ / I 1 I I I I I I III I I I .I I \ n 11 I / 4 \ \ 1 1 \ `\ ` \ _ , I
/ , / / I 1 1 I I 1 I rl ' I ` 1 `I I ` \ `\ ` 4 TIMBER LIPPI)`�7 \r � I I 1 = Q25 = 823 GF5 1 / I` \ \ I I , \ I I \ N. \- -- - .,-- : / / I
/ / / / I 1 1 I I I I I I I I I I I I I \ \ \ \ \ I `\ ?A6! ,\ I I r01' I '- 1 1 I 1 I 1 1 I I 1 1 ` \ \ 'I-,'
. / I
% / % I 1 m I I I I I I I 1 \\ \\ `\ \ . 43------_-- \ ``- \ ! = I 1 I I I 1 1 \ \ , - �- ,
/ 1 I 1 I 1 \ \- \ /
/ l \ ` \ 2 \ _ _ / � I 1 1 /
' / / / � I I N I 1 1 I I I I I I�,. , ,. \ Y \\ J\ , { , . . I . /-. . . --\. . . \\ ----- -' -' / / � , � - � l l I 1 { I i 1 I ` ` 1 I 1 \ I I \` - ,` \ `\--- ``--- --- , /------
/ / / / I 1 I I 1 I I I \ \ \ \ , \ \ \ / `\ , \ TEMP SEDIMENT TRAP I - I I 1 I I I , , 1 I 1 \ - \ _ / / / /
I I I I I I I I I I I I I \\ \ \I \ `\ \ \ \ / \--- ' \ \ \ � ' 1 ' 1 / I I I I I 1 1 , 1 ` ` - - - - ------- / /
I 1 \ \ \ \ 2, \ . . . . . . . \ . . . 30 x 20 X 2,5 DEPTH I I i \ �_ � I l l I / I L 1 , N. \ /--
/ / I I I I I I I I I\ \ C \ \ \ / \ \ I I IV I 1 1 I l I I 11 1 ` \ N. `\ / / -
/ / ' ! I I I 1 1. I \ 1 �\ ` ` \ \ \_ ` \ / DE516N VOL. = -188 OF / 11 I 1= I I I I l 1 I I I , -' / /
MATGNI- I NE (SEE SHEET G3.6)
LEGEND:
-LOD
LIMITS OF DISTURBANCE
-SF -SF-
SILT FENCE
-SFSF-
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DITCH
TEMPORARY DIVERSION DITCH w/ LINER
,,
CLEAR WATER DIVERSION BERM w/ LINER
`�....._ .
CLEAR WATER DIVERSION SWALE to OUTLET
320
EX CONTOUR LINE
----32o
PROP CONTOUR LINE
HORSESHOE INLET PROTECTION
ROCK CHECK DAM
®
MATTING
TEMPORARY SLOPE DRAIN
- TP - TP -
TREE PROTECTION FENCE
NOTE:
ALL CLEAN WATER DIVERSION SWALES SHALL BE INSTALLED WITH RECP LINING
IMMEDIATELY UPON CONSTRUCTION. SEE SHEET D3.1
100 0 100 200 300
SCALE 1$$ = 100'

MATGHL NE (SEE SHEET G3 5)
1 ; ` `,\ „`\ \4 \ \ `\ �. ,'---` ` SURFACE AREA = 600 5f= / 1 717
' ' • 1 1 \ \ •�
BAf-FLES AT 8' 15' 23 : o ' �' -tt ' i { i I \\ N`It c4
/ \\ \ SILT FENGE
1 \ \ \ \� DIVERSION BERM TO TEMP ( i ; I , I \ \ OUTLET (TYP.)
SEDIMENT TRAP (TYP)
I \ I • , / / / ROADSIDE DITCH 21
I ' , I . I I. I .1 �a. \ •\ \ r\ \ \•' 1 r . . . . . . . \� \� / , / / / / / 1- 1 1 ' - » - \ \ \ PERIMETER SILT
/ ` , \ , / / , / , / , ; \ , � AREA = 12845 sq ft I 1 1 \ \ \ -
I \ / I I �\
/ , � , 1 -___, \ \ � w OUTLETS t 725 LF
, / , / I HYD L6TH= 400 I , 1 -- \ \
' ' ' I / / i ' ' p ' ' 1 ' ` ` ` AREA = Ig325 sq ft
/ / / / / o HYD HT= 5 1 / : \ \ \ `\ ♦ \\ _\ \
1 ' i I I I w / ' / 1 ; i QIO = 1.3q GFS I , `\
\ 1 1 I i` I I 1 / s / , /., +. , . . . . r . f . \. . 1 , I , I , , / / / , / \a : , 1 , I \ , , , _- ,\ ♦ ROADSIDE DITCH 24,
u` I 1 1 .I f % % ' / ' l� 1 % \\ I , I I I I , , I 1 , / / , 1 1 1 I I ' \ ` ` AREA = 40121 sq ft
1 I ' w 1 1. I I , 1 ' r` %�' / ' . - ` ` `` '
1 I I ; I � � � � \ � " �' `_ ` I ; I 1 I ' 1 I 1 1 1 / / / / p \�-'`/ : i I \ I I I , � ` , -, `\ `\ `. HYD L6TH=1150 \
1 1 1 1 1 1 / / \ ` `\ 1 1 I , I I I I 1 I 1 1 / O
1 I 1 I 1 ' I ' 1 / . ` \ ' 1 , 1 , I ! 1 ! ! 1 , ' / / Q i -' , ' 1 1 1 1 / ' - \ \ \ -- HYD HT=2'1' \
1 ; I 1 I 1` I \ ` \�`. �`. ,� 1 ; , , ROADSIDE DITCH 22 (L.EFT) I l < ; N 1 ; 1 ", 1 \ . \ `\ QIO = 3.15 GFs
i 1 ; i i 1 ` \` \ `` `\ `\ N 1 ' 1 ' AREA = 20400 ft \ _____ ; 1-.\ `♦ N `\ `_,
�' .\ ♦'�•l\ 1 ; I \ LL, u--. - �� '�� J ; ; 1 1 , } / . . - ; g t \ \
\ \ \ 1 �% , , , , HYD L.6TH= 400 \ \ ' / I , , I , \� \
`\ \\ `\ \ / ; I 1 I HYD HT= 5' ❑ __% %/ "41
� \ \ ` l 1 1 I \ � / 1 I 1 \ \
I i -
0
`, `\ . \ ` \ \` . /) Al , ; ; QIo = L3q GFS 1 I r j `-/ ; 1 I I I I 1 /-
,e4 1 1 I I I I I I ; ; / / V' ; / , / / ` \\ ; \ \ \
rip
I I L . . ; . \ . \\ IC ; :V . 1 i ; i i I I I I / % ♦`\ I 1 1 1 1 i . . \ \ \ \\ \ \
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; 1 1 I I , \ / , , , ,�
1 , I I I 1 \ \ 5e,, ; , , , `\ ,\ \
1 \2 \ � , \ , \ -
' 1 \ \ \ ' ' , ; / \ \, , , -
I • I I * I I . , , . 1 " ,. , 1 1 1 1 1 I \ It \ \ . / / / /---\ ♦ `\ / ,
I I / 1 1 / . \ \, 1
1
1 h �I I I I I , � 1 1 1 \ / / / ♦ I 1 1 \ \� , 1 I I \
1 I Sc"N I , I I. I I ` I I. ., / / } , 1 -,., 1 , \ \ \ \ \` \ \ \ / / / ' / , \\ `r<- I I , I I 1 ' \\ \ `\ LIMITS OF
I 1 I I I / � 1 1 1 1 I 1 1 1 1 \ \ `\ , \� / ```, \ ___ 1 1 , 1 \ \ ` \
1 I I f I 1 \ 1 1 \ \ \ \ ?y ✓ i \ / / / / / \ \ 1 \ \ ,
1 1 1 1 \\, \ 1 I, I 1 \` DISTURBANCE (TYP.)
I i . . . \ � � \
1 I
1 I 1 1 1 \ \ \ \ \ ♦ \ \ , \ 1 1 \ \ I -
, 1 /
I 1 \
1 1 I I „ ,,DITCH 22 (RIGFIT) \ 1 1 1
\ 1` 1 I ` r \ `\ \ `\ \ \\ \\ , ♦ `\ \` w 1 ; I , , , W \ \\ \ `\ , /•
AREA =F Oaf'
sq ft
it It I\ \ . JFfYD SlT
N 9 '
I .I d . . I . I 1 1 . I . . . . \ \ ` \ \ \ \ \ \ \ \ QO _ QIo = 134 Gm
--------•25 { f I { i ; i J { \ ; i i ; \ \\\ �\ \ `\\ \ ` / \♦ OUTLET SWALE 8 `\ \ `�WETLANDS ' ----
I 235 LF 04.Sa % SLOPE '-
/ 2 FLAT BOTTOM w 3: I SIDES OFFS \\ \ / .-� _ ♦ � \� , � ;
1 a N , \ � \ GRASS LINED CHANNEL 2 DEffiFf
`, i �\ ` `\\ �` QIo = 3.4LI cf5 \ `�\\ 4. /
---- ---- ------- / .� \.\\ ;\\\` �\ \ \\\O I `\ OUTLET SWALE 8 r _ ---- ' ; r DITCH 24 425 SEDIMENT TRAPS
___ ___ / / D STONE LINE LEVEL SPREADER \ \ \��`• TO BE USED AS TEMP. 1 '
- -`_ _ / \ , 50 z4j,_ _ `\ � 48 X 24 X 2.5 DEPTH
__-__- _ _ -- -_9: •/ • �I` ` `' - ENTPANGE WIDTH= 10' \`� `\ ``\I=CLEAN WATER DIVERSION w/ _—___ _; `\�` ,.--' (EITHER SIDE) i %
END rUDTH=3' '
� .�� `\��\ __-_ RECP -` ____. � / DESIGN VOL. - 1551 GF ' ^ $ �
✓ . ,� . . . . . / - DEPTH=.5' . . ``------------------ -- ` — ;' ; SURFACE AREA = 1152 SF _--' '
LEN6TH=10' `',_---_-_''' _-----__ ?3s. \ i BAFFLES AT 12' 24' 36' 1
♦\\`- . . .1' . . . -_: • 4" TIMBER LIPPING \ ` \ ��------''--- \`
11, IN
24 '\\ . . , . . -�\\ ----- .-\ .\ ,� � . \ \ , � . . \ \ \ `\ `\ TP�� � / , 1/
9'`\ \ \ 1 ---------- 1 \ ` \ \ \ ` ` `\ ` ` PROP. PERMANENT
\` \ \♦ \ .\ . ./ �. . . . . �` \: ♦`\. \ > . . . r/\�` ♦ \` MAIL KIOSK WITH'
--__-;-_ `\ `\ '•\ < \ \ 1 / `\ =• \ • \ • � \ ♦ �\ \C � . I I `: \` ` `\ ASSOCIATED
\ \ \ \ ♦ ) / ♦ \ \ ♦ ♦ ♦ \ \ I 1 \ \ \ / \ \
` `\ `\ ♦♦ \` \♦ \ , / \ \ ♦ ♦ ♦ \ ♦ \ 1 I ` \` PARKING / / / ` \ \ \ ♦ \ _
I IN
IN IN IN
IN
\\\ �\\A\ `IN
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IN
NN
`\ INN ` \
NIA Lop-lt
\ \ �\ \♦ \\ (2) PROPOSED 48 LF p
45" GULVERT WITH\ `O
\ \ \ \ / \ \
\ \ \ ♦ \ \ \ \ INVERTS IN \ \ - - - -
\ ♦ \ \ \ \ \ \ \ \ t \ \ \ \ \ 1 \ '61
\ \ \ \ \� .\ \ \\ \\ \ \ .1 . . - . _\\. . . . . . \\ .\ } \. , . \ ., . y. . . 6 BELOW WETLAND BOTTOM -- - -- --- ' ' it I
\ \+\\\ \ N \ \ \ � \\� \ \ \ \ � � \ , ' � \ ♦ \ � \ \ , / +% / , I \ IN
AND MIN. 12 COVER (TYPj
IN L
/ ♦_,,
IN
df
`
\`
\
`\ `\`\w ' I DITCH 26 SEDIMENT TRAP
\ �; \ \g `\ \�� / 48k 24 X 2.5 DEPTH
\ \ ` ` \ ` \` \ ` \ / / / \ — / DESIGN VOL. = 1,551 GF - I 1
IN
\ \\\ \ \ / \ - SURFAGE AREA = 1,152 SF�• • \ a
\ \ \ \ \ \ my \♦♦ `\ `\ / / / ` ' BAFFLES AT 12' 24' 36'
51
DITCH\ \ As \ \ I - _\ \I\ 1 J ,fl 48 x� 4
1 1 \ \ \ , ♦ \ \ \ \ \ \ ¢•_---- . . . -_- ? - SURFACE A
It
� � \`\ �`\ �` \ - � --'' T.� \ � BAFFLES
I----------\`\` - `
1 \ ____--____ \ SILT FENGE/TREE -' ' ; \_--------236-------------- - ` ` `` ` �� �`� `\ `♦`.^\ \ `
PROTECTION FENGE \ \ \ \
l_
/ / , , I I l l / , \ ___-_ ___ \ \ \ ` ___-- / \
1 1 I I 1 / � / / / / / � / / , / / � i / ,-` _,239•'' / \ `\ 2�{y
1 I 1 I / / � % / % Dry % r % % / / / / / _-_'- / �_-'- ____---_-_ ``- \ \ ` -► `w _ _rr / /- p , \ / \ ` 1 1 I. . .
\`-"'''' ?¢?.`\ \\\` ♦` �` `\ \\ \ \\ \ ' -' `. TEMPORARY
\N` GHEGK DAM (TYP) 1 \ I 1 1 1 I
_ . , f � \ROADSIDE DITCH 2i
—245 \ \\ \ \ \ 1 1 \ .. r , r � / \.` \♦ AREA = 15500 s ft -
r \ ♦ 1 \ \\ i 1 \\` ROADSIDE DI 26/ ,'' / / u\ \` \HYD/�� `\ `\ 1 1 1 , 1 1 AREA = 155g6 ft i / / / I \\ N GTH=350 `
------- r ,/ / / , \ ` " HT=18 / _
HYD L6TH--5w ! / ' o \ \ i'
r' QIO�= 154 G�5 , J
HYD HT=18 �
---i - QIo = 1b5 GFJ
___- /'
---
-- 1 1-
r
I \ \ - I
, ; 1 , I I I \-- ---- - - ` \ / ' / , / r✓l' / / % 'OI ro 1 I I III I I I I I 1 I I I I
\ ` , I 1 1 1 I \ \ ��
\\ 1 , I I 1 1 1 \ ♦ `\ I I I I I I I
1 I 1 1 1 \ `\ �_239--- - _ / / / / / , 1 1 1 , I
i � i / i j / / / / / / I I _-..,- / / __ _�� i '' ____- ♦ 1 1 1 , `' �- ` fC��
/ / / / ' / / / / / / , / l \ ` / � �� __ , ♦ , , I , I 1 1 1 \ \\ �- \`\ ` / , I A 0.J I I 1 I I I 1 1
`\ IN/
, � , , r r / / 1 \ � , ' / _ 1 \
1 � `\ ; \ `\ \\
/ I 1 1 \ \\ `\ IN - _ ___ ` -` `\ `\ `\: / `\ \ 1 1 1it
7 I ; 1 ` `\ `i-`\ `` `♦\ \\ ' \ 1\ \ \
It
i _ \ 1 \ ' I \ � ` `\ \ `\ \ � ' / —_ \ \\ \ \ \ \ \\ \\ \� ��jj � \ `WETLANDS \ 1 1
It Z
/ \ 1 1 \ \ \ \ \ \ \ \ _ 1
N It
VI
A\ \ \ It \
LIMITS OF
`♦ /'
At
/ 1 1
\\\\ \
PERIMETER SILT FENGE _
/ w OUTLETS t 1000 LF ; \ o\ \ \ ` `� \HYD L6TH=425' �2 __---- -- \
rz
AREA = 154g5 sq, ft 1 a ` \,��� �HYD HT=10 , , / / ,f/ / \ 1
; \ \QIo = 1.54 GFS
\ )-\\ \` 11 IIII , I\, 1111 1,1\♦
---' ROADSIDE DITCH 28 I I \\ \ ` 1 1 nn , 1 \,111111 \ 1 1 \ 1 \ `\ / / /; ;� / ,, - - \
AREA = 18158 sq ft' i \ `, i i; I iiiil; i i\\\� �\
HYD L6TH=425'
\ HYD HT=10/ /
,
QIo_= 1.85 GFS: i I i { i li i i I `� DITCH 2a SEDIMENT TRAP ' ,� ' /' ' .%- --
\ `\
DITCH 48'x 24' X 2.5' D 28 SEDIMENT TRAP `\�/ / /', �\?`�\\\
48'x 24' X 2S' DEPTH % i \ } `,' `\`�\ ` DESIGN VOL. = 1,55 �/ �O�\
DE516N VOL. = 1,551 CF ----- ' ! ' \m 1 `\ `` \ ` \ SURFACE AREA = 1,15 SF>\`1.
/ i I "� BAFFLES AT 12' 24' 36'\�
SURFACE AREA = 1,152 SF " , � i 1 � ; �\����\\\\`������_%
BAFFLES AT 12' 24' 36' 1` ­7
CULVERT 13
80 LF 24" RGP D 1.16% \N
INV IN = 235.00
_---------------- INV OUT = 75 GF5
QIo = 4.�5 GFS /
025 = 5.48 GFS
------ ,
1 , e2�_l�
N.
l
' TEMPORARY GO%TRUGTION ;
ENTRANGE (TYP.) ���`� IN
LEGEND:
LEGEND:
-LOD
LIMITS OF DISTURBANCE
—SF —SF—
SILT FENCE
-SFSF-
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DITCH
TEMPORARY DIVERSION DITCH w/ LINER
CLEAR WATER DIVERSION BERM w/ LINER
CLEAR WATER DIVERSION SWALE to OUTLET
`re......
320
EX CONTOUR LINE
----32o
PROP CONTOUR LINE
HORSESHOE INLET PROTECTION
ROCK CHECK DAM
®
MATTING
TEMPORARY SLOPE DRAIN
— TP — TP —
TREE PROTECTION FENCE
NOTE:
ALL CLEAN WATER DIVERSION SWALES SHALL BE INSTALLED WITH RECP LINING
IMMEDIATELY UPON CONSTRUCTION. SEE SHEET D3.1
100 0 100 200 300
SCALE 1 " = 100'

I
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----J i _ _ ___-----_-__ --= - - - - - Z<
- -
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IINV. IN
ELEV=332.I0'
/ I '
EX. BLDG
MATGH NE (SEE SHEET 4) 100
0 100 200
SCALE 1 " = 100'
300

MATGHLINE (SEE SHEET 3)
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1 , I \ \ \ \ (I) PROPOSED 48 LF O
1 I 1 , , 1 \ \ \ \ \ ,� --. 30 CULVERT WITH _ ! ` \ \ f ' I I 1 \ , \ ,�.—
i ' ' ' I ' ` \ --- _ \ \ T! \ C I , I 4 \ ` ' , i 105 ELEV=300.60 - -__,
I / \ ` \ ` ` INVERTS INSTALLED _- --_ \ \ �\ \ \ \ I 1 1 \ \ ` , , / / \ \ \ \ 1 / /
I I I , I \ \ \ \\ 2� ---------' N. \ \ % �\ \ \ \ \ {r \ I 1 \\ \ `I , / , .. -, \\ \ \\ \ 1 1 I ___-
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MATGHLINE (SEE SHEET 4)
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EX. WETLANDS g '
100 0 100 200
SCALE 1 " = 100'
300

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SHEET C6.2 STREET A I c F F r 77
125
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GONNEGT TO EX.-5+
8" HATER LINE
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550
PVI 5TA: 1 +00.00
PVI ELEV: 332.ci3
AD: 2.50%
K: 60.00
345
i
VG: 150.00,
O
LOH PT 5TA: 0+85.00
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in
LOH PT ELEV: 333.38
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_
11
TRANSITION TO DIP
GL STA 0141-1
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ELEV=340.70' /
GL RD 5TA 6+56.97
40 LP OF IS" RGP
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DUNCAN CREEK RD (STA 0+10 TO 7+50)
SCALE: 1 " = 50'
IS" 5D
GL IV RGP
O
ry
TRANSITION TO PVG
GL STA 02+q-I
PVI STA: 4+50.00
PVI ELEV: 338.18
AD: 1.00%
K: 100.00
VG: 100.00'
C
a
TRANSITION TO DIP
GL 5TA 06+05
O 7z
N 0
+ m
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N W
EX. 6ROUND
18" SD
GL IV RGP
® GL STA 0-7+05
PVI 5TA: 9+00.00
PVI ELEV: 344.43
AD: -G.00%
K: 50.00
VG: 450.00'
H16H PT STA: 8+00.00
H16H PT ELEV: 545.3-1
I �
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-,- - _ ---7- -- tiD'
DUNCAN CREEK RD (STA 7+50 TO 11+50)
SCALE: 1" = 50'
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3+00 +25 +50 +75
4+00 +25 +50 +15 5+00 +25 +50 +-15 6+00 +25 +50 +-15
7+00 +25 +50 +15
8+00 +25 +50 +15
q+00 +25 +50 +15
10+00 +25 +50 +75 11+00 +25 11+50
355
345
340
355
330
325
LEGEND
- - -
PR. RIGHT OF WAY
— - - — - - —
PR. LOT LINE/PARCEL LINE
- -
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
-
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
PR. HANDICAP PARKING
PR. HANDICAP RAMP
®
PR. LOT NUMBER
PR. PARKING SPACE COUNT
RI5'
PR. CURB RADIUS
LOD
PR. LIMIT OF DISTURBANCE
LOD-TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200—
PR. 5' CONTOUR
EX. 1' CONTOUR
EX. 5' CONTOUR
- -
EX. PROPERTY LINE
- - -
EX. RIGHT-OF-WAY
- -
EX. ADJACENT PROPERTY LINE
- - - - - - - - - - - - -
EX. EASEMENT
EX. 1% ANNUAL CHANCE FLOODPLAIN
NW
EX. NON -TIDAL WETLAND
SB
EX. STREAM BUFFER
- — — — -
EX. BUILDING
EX. CURB
- - - - - - -
EX. PAVEMENT/EDGE OF GUTTER
-----------------
EX. WALK
EX. STREAM/POND
EX. TREELINE
EX. TREE
SD
EX. STORM DRAIN
SAN
EX. SANITARY LINE
— W W—
EX. WATERLINE
G G
EX. GAS LINE
UGE
EX. UNDERGROUND ELECTRIC
OHE
EX. OVERHEAD ELECTRIC
EX. FIRE HYDRANT
EX. WATER VALVE
®
EX. WATER METER
-0-
EX. POWER POLE
#
EX. LIGHT POLE
DUNCAN CREEK RD PROFILE (STA 0+00 TO 11+50
SCALE: 1 "=50' (H) 1 "=5' (V)
DESIGN SPEED=25 MPH
50 0 50
SCALE 1 11 = 50'
100 150

oNORTH
-,-- ,
. . _----- _
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/ /' �' �. / / ,j' I ' 1 i \ ` ' ------ $ -- 322-------- O / O O / /-50
------
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48 LF OF 18 RGP L:- - _ - .y , — — — — — N — — — -320- 1
INV. IN/�\ _ ____________ I —I------------_ —
\1 —. \ / �. 11 _ I � U•-----
-10
' ' S Fi611111
' ' ' i i : ' ; ' / ,_-------- - ELEV=314.39' / S `' / //-_------- 1 I _! --� '' 1' I : ' : \ .0-----L-
/ - / / i `\ / fV I -- 318--- I ---�� ry - / I / - / / I/ S / rl. / —
%` t-- r---------�---- I I-_ - / k - %A /0< I % I ', �i I),,,//- / r" '
—�� Z.- I __ -I---I--I------------------ C I I I ,1 f / ;/
v) / �` / i i �`a I i I % I 1 --�'' / / ' �/ i a'�'- ii GL RD. 5TA. 0+60.00 @ 16.00' (RT) 6"xb" ' I - - 1 -----�--^--`` 3C 1 1 J
_ ---------------------- ' % ' —
6 ,/ i' ,'`- \ \ \\♦ \ a /��`�------- 31 y TEE W/6" VALVE PER HRW STANDARD DETAIL W/6 I .
' ' (/� --- `\ `\ `\ i �\ I I — — — �� I ' I AND FIRE HYDRANT 25.00 (RT)
?/ ' / / / / / / / - / \ / / - / y
/// — f I -T I I I I �I I i I t
" auxcx c�eK RD ; _------------
/ ctj— / — — -- j — — -- --� — — — — — — J 1 L_ — — — — — — — — — — — — — — — — _----L—= —
/� 3 ' ' / -----' / / -
I /
/ \ - � 3 4•
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- -=-----------
' - ---- ------ 13----------' / / / ------------ �J
_---'-'- 1 --% : ' I i i GL RD 5TA. 21+g6.33 INV. IN I .71' 71'
----- I I 48 LF OF IS" RCP
, ELEY=2g7.76 --------- _�
INY. OUT LLj
� / \ \ / / \ / •`� /
-- - ------ _ ' ------------ --
i AT - - / I�
1 'i DIP WATER STORM aUNcAN CREEK RD' ' / ---- -AA-------- -
/r ►: ' : ' ; ' , GROSSING-
,�' / - G HAT - - /-
�' GL RD. 5TA. 14+I5.g8 @ 16.00' (RT) 8" xb" ; ' , ' , ' / , ' ; ' ' , ' : ' \ �\ , ' \ ; �- '''- / , ' _ ,-''' ---------------------------—
/ap TEE W/6" VALVE PER HRW STANDARD DETAIL W/6 i , , / , i i I --"'- , ' / O------__-_ I
/ / I k: _--
tri � %' ' / \ 8 .` !- ' �•`/ '� /' .30'-'-� — — — — � ---_-_ g-'-_-- / ' DIP hATER AT
ORM INY. OUT
�- AND FIRE HYDRANT 25.00 (RT) / i i / i / / ? -- 6 \ i �' % : '' / / _ 0 / 1 i ELEV=2g7.18'
. T . . - I I /
�305- —
/ I - / _ / /
,L — — — — — — — — — — — — — — — —
l6 / I .� / ' / ' —1 / \ / , p)` __�--- --------------------------- -- — F
�,//'—'GL RD. STA. 22+47.44
�/ ------------------- --___ '--- 4-----------''' $''' \/ / - / ,------------------- ---- -- L -------------- 1 ' , -'/ / ' ; (2 8 YALYES TEE.
i i �' i /
1 � . � � '- ---_ _ •11- I 303 I Ir/ I ' -/ ' STREET A STA 22E34�4 ' ' � W ) ��
---- ------------------------------------ - -__ - t' I / ; ;' ;' W (I) 6 VALVE
\ / 5TREET G 5TA 0+10.00
----------------------------- ---
/
0 ----' -301---'
i / ' / - / -- '
�3�' 3p�-- `� -`-- \ ! '� / %' j i `� \ / / / % j' /' I i '------------------------ 300
NORTH
04,
/
z_ ------ i i I i I/ I'- ' I -298 ,-''�
EK RD (STA 11 +50 TO 16+00) vDUNCAN CRESCALE• 1 50'
i
3 '
DUNCAN CREEK RD (STA 16+00 TO 23+00)
SCALE: 1" = 50'
11+50 +75 12+00 +25 +50 +75 13+00 +25 +50 +75 14+00 +25 +50 +75 15+00 +25 +50 +75 I6+00 +25 +50 +75 1-7+00 +25 +50 +75 18+00 +25 +50 +75 Icj+00 +25 +50 +75 20+00 +25 +50 +75 21+00 +25 +50 +75 22+00 +25 +50 +75 23+00
DUNCAN CREEK RD PROFILE (STA 11+50 TO 23+00) 50 0 50
SCALE: 1 "=50' (H) 1 "=5' (V)
DESIGN SPEED=25 MPH
100 150
LEGEND
- - -
PR. RIGHT OF WAY
— - - — - - —
PR. LOT LINE/PARCEL LINE
- — — — — -
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
-
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
PR. HANDICAP PARKING
PR. HANDICAP RAMP
©
PR. LOT NUMBER
PR. PARKING SPACE COUNT
RI5'
PR. CURB RADIUS
LOD
PR. LIMIT OF DISTURBANCE
LOD - TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR, 1' CONTOUR
200—
PR. 5' CONTOUR
EX. 1' CONTOUR
EX. 5' CONTOUR
- -
EX. PROPERTY LINE
- - -
EX. RIGHT-OF-WAY
- -
EX. ADJACENT PROPERTY LINE
- - - - - - - - - - - - -
EX. EASEMENT
EX. 1 % ANNUAL CHANCE FLOODPLAIN
NW
EX. NON -TIDAL WETLAND
SB
EX. STREAM BUFFER
- — — — -
EX. BUILDING
------__=
EX. CURB
- - - - - - -
EX. PAVEMENT/EDGE OF GUTTER
-----------------
EX. WALK
EX. STREAM/POND
EX. TREELINE
0
EX. TREE
SD
EX. STORM DRAIN
SAN
EX. SANITARY LINE
W W
EX. WATERLINE
G G
EX. GAS LINE
UGE
EX. UNDERGROUND ELECTRIC
OHE
EX. OVERHEAD ELECTRIC
EX. FIRE HYDRANT
EX. WATER VALVE
f�
EX. WATER METER
EX. POWER POLE
EX. LIGHT POLE
SCALE 1 11 = 50'

NORTH
NADB3
- ------------
_ LLI
­7z-- ----- 93 --- ------DUNC AN OREEK RD
`---------_-----
III
LLI-291-___ - 11
90.
2�-I_ F
-1
9
.�
�`-------------------
284
1
DUNCAN CREEK RD PLAN (STA 23+00 TO 29+00)
SCALE: 1 " = 50'
• i' I I I �\ I /
\r
- r
L
i I ' i /?
� I;
GL RD. STA. 2q+10.11 @ IE
/ mil TEE 1A/6" VALVE PER HF
AND P I RE HYDRANT 25.(
/
% DIP WATER AT i
STORM
GR0551 N6 (TYP.)
4 /
DUNCAN CREEK RD PLAN (STA 29+00 TO 32+50)
SCALE: 1" = 50'
23+00 +25 +50 +15 24+00 +25 +50 +75 25+00 +25 +50 +- 5 26+00 +25 +50 +75 2-1+00 +25 +50 +75 28+00 +25 +50 +75 2a+00 +25 +50 +75 30+00 +25 +50 +- 5 31+00 +25 +50 +- 5 32+00 +25 32+50
LEGEND
- - -
PR. RIGHT OF WAY
— - - — - - —
PR. LOT LINE/PARCEL LINE
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
b b
PR. HANDICAP PARKING
PR. HANDICAP RAMP
©
PR. LOT NUMBER
PR. PARKING SPACE COUNT
RI5'
PR. CURB RADIUS
LOD
PR. LIMIT OF DISTURBANCE
LOD - TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200—
PR. 5' CONTOUR
-------- 202-------
E)(. 1' CONTOUR
— —200— —
EX. 5' CONTOUR
- -
EX. PROPERTY LINE
- - -
EX. RIGHT-OF-WAY
EX. ADJACENT PROPERTY LINE
- - -
EX. EASEMENT
EX. 1% ANNUAL CHANCE FLOODPLAIN
NW
EX. NON -TIDAL WETLAND
SB
EX. STREAM BUFFER
- -
EX. BUILDING
EX. CURB
- -
EX. PAVEMENT/EDGE OF GUTTER
-----
EX. WALK
EX. STREAM/POND
EX. TREELINE
0
EX. TREE
SD
EX. STORM DRAIN
SAN
EX. SANITARY LINE
W W
EX. WATERLINE
G G
EX. GAS LINE
UGE
EX. UNDERGROUND ELECTRIC
OHE
EX. OVERHEAD ELECTRIC
EX. FIRE HYDRANT
EX. WATER VALVE
®
EX. WATER METER
-0-
EX. POWER POLE
EX. LIGHT POLE
DUNCAN CREEK RD PROFILE (STA 23+00 TO 32+50
SCALE: 1 "=50' (H) 1 "=5' (V)
DESIGN SPEED=25 MPH
50 0 50
SCALE 1 11 = 50'
100 150

GL RD STA. I6+O6.61
48 LF OF 18 RGP
. \ \ \ \ I \ \
I I I 1 I \ ♦ �� I I CP / / / — \ \ ? \ 1 \
A%� I : � / I I I I I I I I�4i •
, \9 ' NDP WATER AT N
1 / / 1I ISTORM
\\ \\\ 1 I I I I I 1 I 1 ♦ 1 I lI / / I I ''' � II11 II ' yyII \ \ \
I I L II I 1 I \ , `♦ / I-' j l // ' / I INV. OUT I
GROSSING (TYP.) ` / 1 , N
\ 1 I I I \ , \ ,♦ \ . / / / / / I , , \
1 I I I I I I I 1 , \ ` ♦/ Y' Try _ ♦ / I -1 , , / / I I 1 I I I ' O I
•6 ELEY=3OO.12 \ / I tr I / I 54._-- I
I I I I l I � I 1 I 1 \ \ \ ♦ ` / `� � / /� // / / I INY. IN \ l / 1 / I � % I I / / I I I I 1 1 I I I �I`--I---I-------'-3 I I I I I i I w IIII 11 1 I d 1 I \\ \
ELEY=3OO.60
I!. ,
i " „ �` , , I /
GL RD. STA. I6+35.66 � I6.00 (RT) 8 xb \ \ / /
I I I I I \ \ "
TEE W/6 VALVE PER HRW STANDARD DETAIL W/6;5rO
, \/ ''-
l I I I I I II � l I \ � \• ` III I 1 1 I I
I AND FIRE HYDRANT 25.00 (RT) ° D \ � ♦ . / � I � I I I � \ �
1 I I 1 / 6 \ \ ♦ ♦ \ \ ` I / / 1 / \ ` I � I I_- \\ / / , , / / I I I � I I I I I I � I
/ / GL INTERSEGTION 1 \ / . //`7• / 1 I l I a-1 J
I I I i � \\ \ \ \ � ' I / � / 14.ba' \ ♦ ` I / / .f/ 1�- I 'J 1\ I 1 \ I I I
40 LF OF IS RGP
STREET A STA 37+88.55` �`
----- '
/ i
\ \ INV. OUT
/
I/
1 l �, i ; i r I\\ `\ 1 `\ `\ � � \`\ \, `�♦ \ \ � � � / / .69' -i/� \ i i 1 L y ' ; / ,---------------- _ � � / / / � � / / / , ' l
-' - + - - - -� J i I ,\L } -�`� - - + - ��� - - - - - ��♦ ` ` I I J I 1 \` - - - - -- --------- ---- ---
1
l I I \ `♦� �� -�' / / \� -_,` BE,�GON HILL RD ------ - --------' " - '- , ; , / , ; ; I I 12 I �-
+J--I--I-I \ \ \ , I I I I i I `I \ \ �`♦ 1;\__ - / / j \ I / 1 1 / _ -- _
\ \ \ , , I I I 1 \ ,\ ♦\ \ 1 I , 8 nLu
-SDR-21 /
/ GL RD. STA. Ib+gl.33---- _^ _ _T
V I 7 \ 13 / ® 13.00' (RT) 8"x8" TEE / /;' / _ _ _ _ / M DIP WATER AT
W (5) 8 VALVES \ \ \, `, / / 9i y %' I /------------- --- . �' / STORM
_
/---------------------------- I / i GROSSING (TYP)
/---------------------------------------------
U� \ \ / - / \ I i _----- -- �----�-'-r---------------- -�---- T/- INV. IN -\-+-
/ I I I --------------- ----------------- '
--------------- % --�
\ ` 8" SDR-21 - ` 6 r--- \0 , ; / \ 1 f I i i/ r- / I I ------ i /, i �ii-�,' Jf
\ \ \ \ \ \ \\ . - \ / /��i 1 ---------
'All
29 AT
29A \�\\ \�`\ �\\ .\ � `.-------- ` \ / ' ' / .` / % `\ I % : '/ r I ' / -- I �' / I % % ' 1 -- IIII 1� _ �� r I / % ' % ,
\ \\ \♦` \♦ ♦♦ \I �` ♦�` �\ \\ \` l \\ 1 ``\ �`\ ` \` 1♦♦ / - / - \ I ' i % I l l it 1 l I / I I / I / j -- -- =- 1 1 - ''I - / I �'i
1 \ \ \ ♦ \ L \ \ \ \` \ ♦ �i % I / \ / \ I I / , I �- / / / I' k�.. '
2 \ \ \ � �� � \ ♦I \ ♦ \ / / / I ` �i \ / � ` I /I i / / I ' 1 II ' / J "I I / / / / %'i \ ✓_-r
♦ \ � 7 \ \ \ \ \ . ` ? '� \ sue- / . `\ / / <_ l / �r / / _ / / I
l W '----------- ---- A
�0
�. � ,
!� '�t 1 to I l I I I
\\ \\ \ \ ♦ ♦ \� . N 1 I i
���\ \ I \ ♦ \ � .� I` ` \ �� ` ♦ \ I 1 � � �`� \ T ' / 1 1� � 1 � l I ' I / / / / � � / / f ' 1
GL RD. STA. 0+56.51 � I6.00 (RT) 8 xb /
— J ,-,-'' � \
I \ \ I I I I I I I / ,
(� � TEE W/6" VALVE PER HRW STANDARD DETAIL W/b• 1 /
`�' 't I �` `� I � `� ` ' I ♦ ♦ � \� \ _,,--''" \ \ I I � I I I I I / o;'
.` � � AND FIRE HYDRANT 25.00 (RT) \ I � � 1 1 I ' / 1 / / /
\ I �j I \ 1♦ \ 2g \ - _ - 3\ \ , \ /r -�--
\\ `\ \. I ♦\. I ♦J �\ 1 �, I \ / ' \ I I I \ I I I / ! / I / / % V4
DUNCAN CREEK RD PLAN (STA 32+50 TO 38+00) BEACON HILL RD PLAN (STA 0+00 TO 8+50)
SCALE: 1" = 50' SCALE: 1 " = 50'
515
DO N O LO 10 \f�
rn N rn � rn cn
N ry N N N N N N
32+50 +75 33+00 +25
-0-
�
r
ui
O
w
.
tq
\0 N
M
N M
13 M
M m
USw
m
w
+75 34+00 +25 +50
PYI STA: 35+00.00
PVI ELEV: 307.18
AD: -7.60%
K: 46.08
vr.- �Sn nn'
Ln
\O
N o dJ
n? rn
N�
t-
>s co
� N
rn r
N
Mp
o O 0()
op
4
0
'cr
O
•�
op
m
rip
m to
x
,l .l
w w
w
w
w
[_Y ,�
wCL
+75 35+00 +25 +50 +75 36+00 +25 +50
DUNCAN CREEK RD PROFILE (STA 32+50 TO 38+00)
SCALE: 1 "=50' (H) 1 "=5' (V)
DESIGN SPEED=25 MPH
1
w
C
I'7
Lo
Z
6 N
O)
1
mQ4
1-
00
M
p M
M
(f) M
XX
0
W
w
w
+75 37+00 +25 +50 +75 38+00
PYI ELEV: 348.03
AD: -750%
K: 46.6-1
LEGEND
---
PR. RIGHT OF WAY
lii � M
D
M
m
m M
m ro
'� M�
m
m M
m M
m
m M� M
m m
m M
m M
n ��
m
M�
m
m M
n M
m
m M
m
M�
m
�
m M
M�
m
M
m
m
M
M M�
m fn
M
M
m
m
M
tt% M�
m M
M
m
m M
m
m M
m
m M m M
m m
1Yi M
m
m
-------
PR. LOT LINE/PARCEL LINE
w
I
w
w
w
w
w w
w
w
w
¢r w
w
x
W
w
x
W
w
w w
— — — — — —
PR. EASEMENT
LL
PR. BUILDING
PR. CURB & GUTTER
0+00 +25 +50 +75
1+00 +25 +50 +75
2+00 +25 +50 +75
3+00 +25 +50 +75 4+00 +25
+50 +75 5+00 +25
+50 +75 (9+00 +25
+50 +15 7+00 +25 +50 +75 8+00 +25 8+50
PR. RETAINING WALL
—
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
BEACON HILL RD PROFILE (STA
0+00 TO 8+50)
PR. LIGHT DUTY PAVEMENT
SCALE: 1 "=50' (H) 1 "=5'
(V)
PR. HANDICAP PARKING
DESIGN SPEED=25
MPH
PR. HANDICAP RAMP
©
PR. LOT NUMBER
MORRIS & RITCHIE ASSOCIATES OF NC
PR. PARKING SPACE COUNT
ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHIT
RI5'
PR. CURB RADIUS
` + - i
5605 CHAPEL HILL RD, STE 112
LOD
PR. LIMIT OF DISTURBANCE
,•Ad * + W T 7—�
RALEIGH, NC 27607
LOD — TP
PR. TREE PROTECTION FENCE
PR. TREEUNE
[phone]
202
R. 1' CONTOUR
20�
PR. 5' CONTOUR
WWW.MRAGTA.COM
-------- 202-------
— —200— —
EX, 1' CONTOUR
EX, 5' CONTOUR
©2021 MORRIS &RITCHIE ASSOCIATES OF NC, PC
- -
EX. PROPERTY UNE
- - -
IX. RIGHT-OF-WAY
- -
IX. ADJACENT PROPERTY LINE
— - — - — - — - — - — - —
IX. EASEMENT
PLAN & PROFILE
IX. 1% ANNUAL CHANCE FLOODPLAIN
\O�
NW
SB
IX. NON -TIDAL WETLAND
EX. STREAM BUFFER
\ ��
FOR
— — — — — —
IX. BUILDING
\ G�
- - - - - -
IX. PAVEMENT/EDGE OF GUTTER
DUNCAN'S
CREEK
IX. WALK
o¢
—
IX. STREAM/POND
IX. TREEUNE
IX. TREE
�O
ENGINEER'S
SEAL
CITY OF LILLINGTON HARNETT COUNTY, NORTH CARO
SD
IX. STORM DRAJN
SAN
IX. SANITARY LINE
DATE
REVISIONS
JOB NO.: 21326
W W
IX. WATERLINE
c G
IX. GAS LINE
SCALE: 1 " = 50'
UGE
IX. UNDERGROUND ELECTRIC
OHE
IX. OVERHEAD ELECTRIC
DATE: 1 1 10 2021
o
EX. FIRE HYDRANT
0
EX. WATER VALVE
50 0 50
100 150
DRAWN BY: PL/RJ
®
EX. WATER METER
DESIGN BY: JK/PL/
-0-
IX. POWER POLE
a
EX. LIGHT POLE
=
SCALE 1 „ 50 $
REVIEW BY: JK

\\ � \ I �
\ \ \ 1 I I I \ \ I I I I 1 1 I I 1 I I I I LA
o I 'I i i i I i i I it I, 1
I \ \ I I 1 1 I I I , \
\ J \ \ I 1 � I I I I I I 1
\ `\ 01 \ \ 1 \ I I I ' ' I ! \ ♦
I ,
off`\ _ \
\ \ J
N
, I \ , \ , \I \I III \ , , \ \ `\ `, I . \, `, •, , , `I� `�
LA
I\Lu
��� 3p ♦�� \ O4 �T \}_�� -_
{- -1 -A -
i i �� i 1\ \ \`� `\ ,` GL RD STA. II+73.78LU
48 LF OF 18" RGP i ` INV. OUT -
EL I 1 I I \ iP `\ `` ``. _ `` I EV=30758' _
Lu
1 i 5EAWN HILL RD.. \ `\
1 \ \
-----
♦
♦` ICI I -
/ \ (v
9
I'---------- -"-
-
���\`
_-_-_ - GL RD. STA. 12+17.47
13.00' (RT) 8"xb" TEE ------------- -=- GL RD STA. 16+06.61-- ------ �
- - --- INV. OUT
-- W (2) 8" VALVESELEV=300.12'
------------- --Ir- _ 48 LF OF IS" RGP -
W (1) b" VALVE ------ --_ ,-- ------------ --- I �
�J G WAT DIP WATER AT "
STORM `
F `` \ GROSSING (TYP.) \
INV. IN
ELEV=308.6639.27J
GL RD. STA. I I+80.47 @ I6.00' (RT) 8"xb"
TEE W/6" VALVE PER HRW STANDARD DETAIL N6; �`� `♦,
AND FIRE HYDRANT 25.00' (RT)
I ,\ I \ I I \` `� \ 1`♦. I `lam i ' � � `I.
I\@
\
I
1 335
II 330
I , A
.
I
I /
I
,GL INTERSEGTION ` I, i / �-'i I i I li i I ' �•�-�
STREET B STA 16+78.85—
I STREET A STA 37+88.55
i DIP WATER AT '
STORM GR0551 N6
1 I I I I
11�/�I ' li i IO
00,
/ I
T-
IC14-%�---�--
IF—i--�—L-
�I GL RD. STA. Ib+cII.33 c�♦1 ;
----306._,` I '3p4,,\` I INV. IN \ 13.00 (RT) 8 x8 TEE I ` I I ; 1 i i i i
P GL INTERSEGTION '----__ �' -' ELEV=300.60' \ \ \ W (3) 8" VALVES I
, I -� 1 i I it
STREET B STA 12+30.47 � _ --= —\— _ — �— — — — _ \ \ I I ; I I I I I I 1 O I I I ci I
STREET D STA 0+10.00 rn
___ I -.` `\`•� I ♦ \ I \ 1 � I' O` I I I I I I � Oq I I N I
\ I ---- I I .�` I �`♦ I I { M i i
--_ y r/ I ♦/ I I
GL RD. STA. 16+35.66 @ I6.00' (RT) 8"xb" \ 1 1 II I I I I l
TEE W/6 VALVE PER HRH STANDARD DETAIL W/b; c`
AND FIRE HYDRANT 25.00' (RT) \ L
�-A N
-
-
V' '1♦ `. O I `♦ O I \ / Q' °� `♦ \\ ' I I / I / I I ' j l I I I I I I I1 I 1
`♦ `,\ I o I `.` \ I o I `,` % I R? `♦ I `, \ j I � � 1 ' 1 I I 1 I I I I I I I I I
\I , / }�\ \♦ \ N I �♦\ / \ N I .`,`,` � � � f / /
0 —
/ — —J ' L
L- �� /—
BEACON HILL RD PLAN (STA 8+50 TO 21+00
SCALE: 1" = 50'
PVI STA: 12+30.47
6�
PVI ELEV: 307.05
sg
AD: 5.50%
K: 54.55
325
VG: 300.00'
�\ "4:
cz
r� Lin
\
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+
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m
m
y
~
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\\\`.
320
W
J
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315
1 310
II 305
11300
II 2q0
EX. GROUND
TRANSITION TO DIP
GL STA 11+22
O
N IS" SD
G_L_ IV RGP
TRANSITION TO PVC,
GL STA 12+22
GRADE
TRANSITION TO DIP
® GL STA 15+54
rib' SD z
GL IV RGP 7-
N
0
m
TRANSITION TO PVG
GL STA 16+54
=p% --
O m
IT
O N
O
N �
w
PVI STA: 20+50.00
PVI ELEV: 2ci8.86
AD: -1.75%
K: 57.14
VG: 100.00'
335
330
525
515
2q5
2110
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M
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w
m M
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w
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N
w
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8+50
+75
q+00
+25
+75 10+00
+25 +50
+75 11+00
+25 +50
+75 12+00
+25
+50 +75
15+00
+25
+50 +15 14+00 +25 +50 +75
15+00 +25 +50 +75
16+00
+25
+50 +75
1-7+00
+25 +50
+15 IS+00
+25 +50 +15
Iq+00
+25
+50 +15
20+00
+25
+50
+75
21+00
BEACON
HILL RD PROFILE
(STA 8+50 TO 21+00)
50
0
50
100
SCALE: 1"=50' (H)
1"=5' (V)
DESIGN SPEED=25
MPH
SCALE 1 "
= 50'
150
e8 ry
LEGEND
- - -
PR. RIGHT OF WAY
— - - — - - —
PR. LOT LINE/PARCEL LINE
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
-
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
PR. HANDICAP PARKING
PR. HANDICAP RAMP
©
PR. LOT NUMBER
PR. PARKING SPACE COUNT
RI5'
PR. CURB RADIUS
LOD
PR. LIMIT OF DISTURBANCE
LOD -TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200—
PR. 5' CONTOUR
EX. 1' CONTOUR
EX. 5' CONTOUR
- -
EX. PROPERTY LINE
- - -
EX. RIGHT-OF-WAY
- -
EX. ADJACENT PROPERTY LINE
- - - - - - - - - - - - -
EX. EASEMENT
EX. 1% ANNUAL CHANCE FLOODPLAIN
NW
EX. NON -TIDAL WETLAND
SB
EX. STREAM BUFFER
- — — — -
EX. BUILDING
EX. CURB
- - - - - - -
EX. PAVEMENT/EDGE OF GUTTER
-----------------
EX. WALK
- - — - -
EX. STREAM/POND
EX. TREELINE
EX. TREE
SD
EX. STORM DRAIN
SAN
EX. SANITARY LINE
W W—
EX. WATERLINE
G G
EX. GAS LINE
UGE
EX. UNDERGROUND ELECTRIC
OHE
EX. OVERHEAD ELECTRIC
-6
EX. FIRE HYDRANT
0
EX. WATER VALVE
®
EX. WATER METER
-0-
EX. POWER POLE
EX. LIGHT POLE
MORRIS & RITCHIE ASSOCIATES OF NC, PC
— + - i ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS
k. A N —, 5605 CHAPEL HILL RD, STE 112
T RALEIGH, NC 27607
[phone]
LICENSE # C-4182
WWW.MRAGTA.COM
© 2021 MORRIS & RITCHIE ASSOCIATES OF NC, PC
PLAN & PROFILE
FOR
DUNCAN'S CREEK
�0
ENGINEER'S SEAL ICITY OF LILLINGTON HARNETT COUNTY, NORTH CAROLINA
DATE REVISIONS JOB NO.: 21326
SCALE: 1 " = 50'
DATE: 1 1 /10/2021
DRAWN BY: PL/RJ
DESIGN BY: JK/PL/RJ
REVIEW BY: JK
SHEET: C6.5

I I it it I Imo' �'
116
1 P
GL INTERSEGTION
I ' I%
lz I
I I I i
I � I
I '
I ;
✓ STREET B STA 23+03.43 , 1 I 1 '
STREET E STA 0+10.00 / - - - J
\SJ -
1 INV. IN
ELEV=25-lAO'
ILJI
LLJ
m �9 _ BEACON HILL RD
rHAT -
z ' i, i'
a GL RD. STA. 22+53.43 @ 16.00' (RT) 8"x6" J
TEE H/6" VALVE PER HRH STANDARD DETAIL W6;
AND FIRE HYDRANT 25.00' (RT)
"(ffl GL RD. 5TA.22+g0.43
@ 13.00' (RT) 8"x6" TEE 'I
H (2) 8" VALVES i
H (1) 6" VALVES_ [X
a
J� I
in
lu l GL RD STA. 23+41.40
p, P 40 LF OF IS RGP
lu / DIP HATER AT �-
STORM
GROSSING (TYP.)
INV. OUT
J' ELEV=287.so'
57
BEACON HILL RD PLAN (STA 21+00 TO 26+00
SCALE: 1" = 50'
_cu ,s,
_z -_- - - - - -- I r---- - - - - -- I - - --
` I I ss I I I I I I �Tti
` .-------- '----------- 1
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'
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- -- -fit- - -- I
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I '
i BEAC, HILL RU
1__I--I
>77 —I/
8" 5DR-21 '
P�HAT
' /
I / r
C
— — T - GL RD. STA. 31+55.08 @ 16.00' (RT) 8"xb"
\ TEE H/6" VALVE PER HRH STANDARD DETAIL H/W
_ AND FIRE HYDRANT 25.00' (RT) `
2—
,
'cl)I
I ! �
BEACON HILL RD PLAN (STA 26+00 TO 33+00
SCALE: 1 " = 50'
I
`.� •}ram,
\
LEGEND
- - -
PR. RIGHT OF WAY
- - — - - —
PR. LOT LINE/PARCEL LINE
JV ✓ ✓V J — — -
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
300
OPR.
300
HANDICAP PARKING
+
cN
u
PR. HANDICAP RAMP
>
©
PR. LOT NUMBER
N
k2cl5
2�5
PR. PARKING SPACE COUNT
RI5'
PR. CURB RADIUS
\\
LOD
PR. LIMIT OF DISTURBANCE
LOD-TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
SDIp 2�
200
PR. 5' CONTOUR
2�f 0 - �- -- \ 2q0
EX. 1' CONTOUR
EX. 5' CONTOUR
♦\
EX. PROPERTY LINE
-- __--
N
p
RIGHT-OF-WAY
- A
-- -
-
l8" SD PR. 6RADE
---
EX. ADJACENT PROPERTY LINE
-
' GL IV RGP z_
-----------_ -
EX. EASEMENT
i
EX. 1% ANNUAL CHANCE FLOODPLAIN
285--'----
285
NW ---EX.
NON -TIDAL WETLAND
--m
SB
EX. STREAM BUFFER
-----___
- — — — -
EX. BUILDING
----- -
- - - - - - _ _ =
EX. CURB
TRANSITION TO DIP
- - - - - - -
EX. PAVEMENT/EDGE OF GUTTER
''---
GL STA 22+88
TRANSITION TO PVG -�,
—"'
EX. STREAM/POND
® GL STA 23+88 \\ `--,--------
EX. TREELINE
28O 280
EX. TREE
SD
EX. STORM DRAIN
----- -------
SAN
EX. SANITARY LINE
----'
W W
EX. WATERLINE
-----'---
G G-
EX. GAS LINE
UGE
EX. UNDERGROUND ELECTRIC
---'-`��
OHE
EX. OVERHEAD ELECTRIC
2-75- 275
EX. FIRE HYDRANT
\� -
EX. WATER VALVE
\--�'-
EX. WATER METER
-0-
EX. POWER POLE
EX. LIGHT POLE
21+00 +25 +50 +15 22+00 +25 +50 +-15 23+00 +25 +50 +75 24+00 +25 +50 +15 25+00 +25 +50 +-15 26+00 +25 +50 +75 2-7+00 +25 +50 +15 28+00 +25
BEACON HILL RD PROFILE (STA 21+00 TO 33+00)
SCALE: 1"=50' (H) 1"=5' (V)
DESIGN SPEED=25 MPH
+50 +-15 2a+00 +25 +50 +75 30+00 +25 +50 +-15 31+00 +25 +50 +75 32+00 +25 +50 +15 53+00
50 0 50
SCALE 1 11 = 50'
100
150

47
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O I ♦o i ; 0, i ♦o / `` /
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/
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I / I i i i � i � i / � / / , ♦ , / 1 1 I �J
GL RD. STA. 41+73.35 ®I6.00 (RT) S xb / /"� ♦ > , (�
TEE W/b VALVE PER HRW 5TANDARD DETAIL W/6; / / `< `� �\ `� Y ' / '��
I I I ' I I - �' ' AND FIRE HYDRANT 25.00' (RT) `� / `� `� ♦� / / 1
I I I �, I I r� � , I I /{' � � . I � I � ; I ' I � I i I L — — — — — � ' � .•,r �'' / l I `�`\ \�`� `\ � \ i i �
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-- - - - - -
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BEACON HILL RD PLAN (STA 33+ 00 TO 45+ 00) ,
SCALE: 1 " = 50'
LEGEND
- - -
PR. RIGHT OF WAY
— - - — - - —
PR. LOT LINE/PARCEL LINE
- -
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
-
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
PR. HANDICAP PARKING
PR. HANDICAP RAMP
®
PR. LOT NUMBER
PR. PARKING SPACE COUNT
RI5'
PR. CURB RADIUS
LOD
PR. LIMIT OF DISTURBANCE
LOD - TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200
PR. 5' CONTOUR
--------202----
EX. 1' CONTOUR
— —200— -
EX. 5' CONTOUR
- -
EX. PROPERTY LINE
---
EX. RIGHT-OF-WAY
- -
EX. ADJACENT PROPERTY LINE
-------------
EX. EASEMENT
—
EX. 1% ANNUAL CHANCE FLOODPLAIN
NW
EX. NON -TIDAL WETLAND
SB
EX. STREAM BUFFER
-----
EX. BUILDING
EX. CURB
- - - - - - -
EX. PAVEMENT/EDGE OF GUTTER
-----------------
EX. WALK
EX. STREAM/POND
EX. TREELINE
EX. TREE
SD
EX. STORM DRAIN
SAN
EX. SANITARY LINE
— W W—
EX. WATERLINE
G G—
EX. GAS LINE
UGE
EX. UNDERGROUND ELECTRIC
OHE
EX. OVERHEAD ELECTRIC
EX. FIRE HYDRANT
EX. WATER VALVE
0
EX. WATER METER
-0-
EX. POWER POLE
EX. LIGHT POLE
33+00 +25 +50 +15 34+00 +25 +50 +15 35+00 +25 +50 +75 36+00 +25 +50 +15 37+00 +25 +50 +15 38+00 +25 +50 +75 3a+00 +25 +50 +75 40+00 +25 +50 +75 41+00 +25 +50 +75 42+00 +25 +50 +75 43+00 +25 +50 +75 44+00 +25 +50 +15 45+00
BEACON HILL RD PROFILE (STA 33+00 TO 45+00) 50 0 50 100
SCALE: 1 "=50' (H) 1 "=5' (V) SCALE 1 " = 50'
DESIGN SPEED=25 MPH
150

ot-1
I
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s
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m1
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N
H �
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TRANSITION TO DIP
GL 5TA 45+63
(2) PROP05ED 48 LF OF
48" CULVERT WITH
INVFRT-:; INc-iTAI I FTC
PVI STA: 46+25.00
PVI ELEV: 225.04
AD: 7.51%
K: 49.94
VG: 3-75.00'
LOW PT 5TA: 45+74.84
LOW PT ELEV: 251.51
(2) 48" GL IV 5D CULVERT
WITH INVERTS INSTALLED
6" BELOW WETLAND BOTTOM
AND MIN. 12" COVER (TYP)
I � /
I /
I '
I
\ GL RD. 5TA. 4q+71.46 0 16.00, (RT) 8"xb11'-
TEE W/6" VALVE PER HRW 5TANDARD DETAIL W/6;
AND FIRE HYDRANT 25.00' (RT)
41,
\
` � 1
STREET B PLAN (STA 45+00 TO 57+00)
SCALE: 1" = 50'
PVI 5TA: 52+00.00 PVI 5TA: 55+50.00
PVI ELEV: 255.41 PVI ELEV: 240.53
AD: -9.0I% AD: 2.10%
K: 47.18 K: 47.63
VG: 425.00' VG: 100.00'
2 O H16H PT STA: 52+12.00 O d) O'z O
. N H16H PT ELEV: 250.64 N� O N O
+ + O O N
N � N + N +
toin lz
PR. 6RADE in n
r
II<Lu
Ill '\ i
N A EX. GROUND ' >
1, iL
1
24" SO \\
GL IV RGP� '1"
TRANSITION TO DIP
GL 5TA 56+IS
TRAN5ITION TO PVG
GL 5TA 56+cI4
j -V
PROP. VERTICAL BENDS (TYP.)
UVUuli
T
RANSITION TO PVG
® GL STA 4(9+28
220
N
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N
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N
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N
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N
N
N
N
N
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W
W
W
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W
(� W
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r
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W W
xNx
3:- W
W k'-
W
xNx
W
W
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W
W
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xNx
W
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W
W
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W
W
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W
XNX
3f- W
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1,+-
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W
W
XNX
W
+��
W
1.+-
W
W
�
1+-
W
W
XNX
W
W
L+
W
�
I,+-
W
r(�V/
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W
W
r(�V//
k'-
W
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W
W
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n
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W
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r(�V/-
W
W
1J-
CL
LL
+75 5-7+00
45+00
+25
+50
+75 46+00 +25
+50 +75-- 4-7+00 +25
+50
+75
48+00
+25
+50
+75-
4Ci+00
+25
+50
+75
50+00
+25
+50 +75
51+00
+25
+50
+75
52+00
+25
+50
+15
53+00
+25
+50
+75
54+00
+25--
+50
+75
55+00
+25
+50
+75
56+00
+25
+50
50
0
50
100 150
STREET B PROFILE (STA
45+00 TO 57+00)
SCALE: 1 "=50'
(H) 1 "=5'
(V)
"
DESIGN SPEED=25
MPH
SCALE
1 =
50'
-INV. OUT
ELEV=234`07' _
I
I
I
GL RD 5TA. 56+6G.18 co
\\ 80 LF OF 24" RGP N
GONNEGT TO EX.
6" WATER LINE ®GL RD. 5TA. 56+7q
8"x6" TEE
W (1) 8" VALVE 4
--,INV. IN N (2) 6" VALVE5
I
ELEV=235.0
\ /
LEGEND
— — —
PR. RIGHT OF WAY
— — — — — — —
PR. LOT LINE/PARCEL LINE
— —
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
—
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
PR. HANDICAP PARKING
PR. HANDICAP RAMP
®
PR. LOT NUMBER
PR. PARKING SPACE COUNT
R15'
PR. CURB RADIUS
LOD
PR. LIMIT OF DISTURBANCE
LOD—TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200—
PR. 5' CONTOUR
--------202--
EX. 1' CONTOUR
— —200—
EX. 5' CONTOUR
— —
EX. PROPERTY LINE
---
EX. RIGHT—OF—WAY
— —
EX. ADJACENT PROPERTY LINE
— - — - — - — - — - — - —
EX. EASEMENT
EX. 1% ANNUAL CHANCE FLOODPLAIN
NW
EX. NON —TIDAL WETLAND
SB
EX. STREAM BUFFER
— —
EX. BUILDING
EX. CURB
— — — — — — —
EX. PAVEMENT/EDGE OF GUTTER
-----------------
EX. WALK
EX. STREAM/POND
EX. TREELINE
EX. TREE
SD
EX. STORM DRAIN
SAN
EX. SANITARY LINE
— W W—
EX. WATERLINE
G G—
EX. GAS LINE
UGE
EX. UNDERGROUND ELECTRIC
OHE
EX. OVERHEAD ELECTRIC
EX. FIRE HYDRANT
EX. WATER VALVE
®
EX. WATER METER
-0-
EX. POWER POLE
#
EX. LIGHT POLE
NORTH
�83

DIP HATER AT �\ 1
STORM
GROSSING (TYP)
G I I I
f \ 1 \
i Q 1 I // !/ !/ /
GL INTERSEGTION
; � 5TREET G STA 0+10.00
5TREET A 5TA 22+34.44
GL RD. STA. 22+47.44
13.00' (RT) 8"xb" TEE \ \. '�/� ' / / \ °/
N (2) 8" VALVES S
H (1) 6" VALVE
If V\' \ i x I GL RD. 5TA. 0+60.00 ®I6.00' (RT) 8''xb" k � /
n / / /
W/b VALVE PER HRH STANDARD DETAIL H/6;
AND FIRE HYDRANT 25.00' (RT) /
/
/ /II 1 I I I ' 1 1 1' T /
% ly
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PVG MT.
PVI STA: 1+75.00
PVI ELEV: 312.01
AD: -3.00%
K: 66.67
VG: 200.00'
H16H PT 5TA: 2+08.33
H16H PT ELEV: 311.35
PR. GRADE
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WALBURN WAY PROFILE (STA 0+00 TO 3+00)
SCALE: 1"=50' (H) 1"=5' (V)
DESIGN SPEED=25 MPH
LEGEND
- - -
PR. RIGHT OF WAY
— - - — - - —
PR. LOT LINE/PARCEL LINE
- -
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
b b
PR. HANDICAP PARKING
PR. HANDICAP RAMP
®
PR. LOT NUMBER
PR. PARKING SPACE COUNT
RI5'
PR. CURB RADIUS
LOD
PR. LIMIT OF DISTURBANCE
LOD - TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200
PR. 5' CONTOUR
EX. 1' CONTOUR
EX. 5' CONTOUR
- -
EX. PROPERTY LINE
- - -
EX. RIGHT-OF-WAY
- -
EX. ADJACENT PROPERTY LINE
- - - - - - - - - - - - -
EX. EASEMENT
EX. 1% ANNUAL CHANCE FLOODPLAIN
NW
EX. NON -TIDAL WETLAND
SB
EX. STREAM BUFFER
- — — —
EX. BUILDING
EX. CURB
- - - - - - -
EX. PAVEMENT/EDGE OF GUTTER
-----------------
EX. WALK
EX. STREAM/POND
EX. TREELINE
EX. TREE
SD
EX. STORM DRAIN
SAN
EX. SANITARY LINE
— W W-
EX. WATERLINE
G G
EX. GAS LINE
UGE
EX. UNDERGROUND ELECTRIC
OHE
EX. OVERHEAD ELECTRIC
EX. FIRE HYDRANT
EX. WATER VALVE
0
EX. WATER METER
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EX. POWER POLE
#
EX. LIGHT POLE
0+00 +25 +50 +15 1+00 +25 +50 +-15 2+00 +25 +50 +75 3+00 +25 +50 +15 4+00 +25 +50 +15 5+00 +25 +50 +15 6+00 +25 6+50
PLAINFIELD LN PROFILE (STA 0+00 TO 6+50)
SCALE: 1 "=50' (H) 1 "=5' (V)
DESIGN SPEED=25 MPH
50 0 50
SCALE 1 " = 501
100 150

PVI STA: 3+00.00
u
PVI ELEV: 277.bq
Q
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AD: 7.01 %
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—
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LOW PT STA: 3+69.52
r
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285
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2-75
300
PVI STA: 6+61.g2
PVI ELEV: 284.g5
AD: -4.51 %
K: 4q.g4
VG: 225.00'
H16H PT STA: 6+4L1 7
m
HI6H PT ELEV: 283.bq
+
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6+00 +25 +50 +75
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8+00 +25 +50 +75 ci+00 +25 +50 +75
10+00 +25 10+50
EAGLE ROCK DR PROFILE (STA 0+00 TO 10+50
SCALE: 1 "=50' (H) 1 "=5' (V)
DESIGN SPEED=25 MPH
LEGEND
— — —
PR. RIGHT OF WAY
— — — — — — —
PR. LOT LINE/PARCEL LINE
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
—
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
g g
PR. HANDICAP PARKING
PR. HANDICAP RAMP
©
PR. LOT NUMBER
PR. PARKING SPACE COUNT
RI5'
PR. CURB RADIUS
LOD
PR. LIMIT OF DISTURBANCE
LOD — TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200—
PR. 5' CONTOUR
--------202----
EX. 1' CONTOUR
— —200— —
EX. 5' CONTOUR
— —
EX. PROPERTY LINE
---
EX. RIGHT—OF—WAY
— —
EX. ADJACENT PROPERTY LINE
— - — - — - — - — - — - —
EX. EASEMENT
EX. 1% ANNUAL CHANCE FLOODPLAIN
NW
EX. NON —TIDAL WETLAND
SB
EX. STREAM BUFFER
— — — —
EX. BUILDING
----_----
EX. CURB
— — — — — — —
EX. PAVEMENT/EDGE OF GUTTER
-----------------
EX. WALK
EX. STREAM/POND
EX. TREELINE
EX. TREE
SD
EX. STORM DRAIN
SAN
EX, SANITARY LINE
W W
EX. WATERLINE
G G—
EX. GAS LINE
UGE
EX. UNDERGROUND ELECTRIC
OHE
EX. OVERHEAD ELECTRIC
EX. FIRE HYDRANT
¢
EX. WATER VALVE
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EX. WATER METER
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EX. POWER POLE
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SCALE 1 11 = 50$
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X\ TEE Y/6" VALVE PER HRW 5TANDARD DETAIL W/6;
AND FIRE HYDRANT 25.00' (RT)
N
BLUESTONE DR PLAN (STA 0+00 TO 10+00)
SCALE: 1- 50' L E G E N D
- - - PR. RIGHT OF WAY
— - - — - - — PR. LOT LINE/PARCEL LINE
PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
b b PR. HANDICAP PARKING
PR. HANDICAP RAMP
© PR. LOT NUMBER
PR. PARKING SPACE COUNT
RI5' PR. CURB RADIUS
LOD PR. LIMIT OF DISTURBANCE
LOD - TP PR. TREE PROTECTION FENCE
PR. TREELINE
202 PR. 1' CONTOUR
200 PR. 5' CONTOUR
EX. 1' CONTOUR
EX. 5' CONTOUR
- EX. PROPERTY LINE
- - - EX. RIGHT-OF-WAY
EX. ADJACENT PROPERTY LINE
- - - EX. EASEMENT
EX. 1% ANNUAL CHANCE FLOODPLAIN
NW EX. NON -TIDAL WETLAND
SB EX. STREAM BUFFER
----- EX. BUILDING
- - - - - - - - - EX. CURB
- - - - - - - EX. PAVEMENT/EDGE OF GUTTER
----------------- EX. WALK
EX. STREAM/POND
0 EX. TREELINE
EX. TREE
SD EX. STORM DRAIN
SAN EX. SANITARY LINE
W W— EX. WATERLINE
G G EX. GAS LINE
UGE EX. UNDERGROUND ELECTRIC
OHE EX. OVERHEAD ELECTRIC
a EX. FIRE HYDRANT
0 EX. WATER VALVE
f� EX. WATER METER
EX. POWER POLE
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50 0 50
SCALE 1 11 = 50$
100 150

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BLUESTONE DR PLAN (STA 10+00 TO 16+00
SCALE: 1 " = 50'
LEGEND
- - - PR. RIGHT OF WAY
— - - — - - — PR. LOT LINE/PARCEL LINE
- — — — — - PR. EASEMENT
PR. BUILDING
PR. CURB & GUTTER
PR. RETAINING WALL
275
- PR. ROAD CENTER LINE
PR. HEAVY DUTY PAVEMENT
PR. LIGHT DUTY PAVEMENT
PVI STA: L1+00.00
PVI ELEV: 24L1.08
PR. HANDICAP PARKING
AD: 7.75%
K: 45.16
PR. HANDICAP RAMP
VG: 350.00,
2-70
® PR. LOT NUMBER
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LOD PR. LIMIT OF DISTURBANCE
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265
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ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSC
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10+00 +25 +50 +75 11+00 +25 +50 +75 12+00 +25 +50 +75 15+00 +25 +50 +75 14+00 +25 +50 +75 15+00 +25 +50 15+15
BLUESTONE DR PROFILE (STA 10+00 TO 16+00
SCALE: 1"=50' (H) 1"=5' (V)
DESIGN SPEED=25 MPH
I K
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SCALE 1 " = 50$
100 150

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PROP. STOP
BAR (TYP.)
A=495.00'
- - 1
MEDIAN GORE AREA SEPARATING TRAFFIC IN 1
BOTH DIRECTIONS (TYP.)
—W - - - - - 150.00' DECEL LANE
100.0' STORAGE
--- w -• w w-
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PROP. EOP (TYP.) - _ - - - .► »
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WIDTH RIGHT OF WAY
I174
10' X 70' NCDOT
I SIGHT DISTANCE
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STA: ""0
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EX. R/W T=200' - - ---
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- — -------------------------
EX. EOP
—w —�W � - - - _ - - ----------------- � --- � � LENGTH
N' - - ------------ - - - 623 TAPER
PROP.
PROP. DIRECTIONAL MILL/OVERLAY
P C — ARROW PAVEMENT
MARKING (TYP.)
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OLD US-421 CL WIDENING PLAN
SCALE: 1" = 50'
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330
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321
32
322
1.5' MIN. MILLING LIMITS
MILL AND OVERLAY
9" MIN. I 9" MIN.
TIE NEW PAVEMENT TO
EXISTING
------------------------- -------
EXISTING PAVEMENT
SAWCUT EXISTING
\VAT \ \ I I I 1
\
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1
I 1
MILLED LAP JOINT MUST BE A MINIMUM
OF 1.5' WIDE BY 1.5" IN DEPTH
V v
v
NEW PAVEMENT — FULL DEPTH
(SEE CORRESPONDING TYPICAL SECTION FOR
REQUIRED PAVEMENT STRUCTURE)
MILLED LAP JOINT DETAIL
N.T.S.
Y - fnl RI(,PT-()F-WAY R /W
OLD US-421
TYPICAL ROAD WIDENING SECTION
N.T.S.
*10" ABC CAN BE USED IF WIDENING IS GREATER THAN 6' IN WIDTH
I I
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-------------------
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OLD US-421 CL GRADING PLAN
SCALE: 1" = 50'
50 0
50
100
150
/
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328
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326
325
924
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m"IMORRIS & RITCHIE ASSOCIATES OF NC, PC
- + - i ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS
k. A N —, 5605 CHAPEL HILL RD, STE 112
w, p IF� w T� RALEIGH, NC 27607
[phone]
LICENSE # C-4182
WWW.MRAGTA.COM
© 2021 MORRIS & RITCHIE ASSOCIATES OF NC, PC
OLD US-421
ROAD WIDENING SECTIONS
FOR
DUNCAN'S CREEK
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ENGINEER'S SEAL CITY OF LILLINGTON HARNETT COUNTY, NORTH CAROLINA
DATE REVISIONS JOB NO.: 21326
SCALE: 1 "=10'
DATE: 1 1 /10/2021
10 0 10 20 30 DRAWN BY: PL/RJ
DESIGN BY: JK/PL/RJ
SCALE 1 " = 10' REVIEW BY: JK
SHEET: C7.2
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-6+00 +-75 +-50 +-25 —5+00 +-75 +-50 +-25 -4+00 +-75 +-50 +-25 —3+00 +-75 +-50 +-25 -2+00 +-75 +-50 +-25 -1+00 +-75 +-50 +-25 0+00 +25 +50 +75 1+00 +25 +50 +75 2+00 +25 +50 +75 3+00 +25 +50 +75 4+00 +25 +50 +75 5+00 +25 +50 +75 6+00
OLD US-421 SIGHT DISTANCE PROFILE
SCALE: 1"=50' (H) 1"=5' (V)
DESIGN SPEED=60 MPH
IQO
K
N
M rn
50 0 50
SCALE 1 " = 50'
100 150

HIM"
\ \ \\ \\ \ I I I I I I I I I I I I //
1 I; 1 I 1 I I I I
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/\ `♦\ \. I I I I I I I 1/ l/ l 1; 1 I I 1 1 I / \\ � , l I
� \ \\\ \` '�♦ i i � / / i i//�/ � i i//// / // i i i i i i i /' / � I i /'^\\�� � / � I 1' I 11
//10001
\ \\ \ ♦ ����^ / I / / / / / / / / / / l l / 1 1 1 I 1 I 1 1
`♦\ \ \\ \ ♦ ♦_^ \ — _ I
\ \ � \` \` ♦` \ \ l j \ \\ \\ / /; I 1 1 I 1 I 1
S,
Vol
W� i / I --- 14
/^� ✓'� �\ i I �S i N i i i\ I i i; I i I I w I I 1 \ \\ \\ \` \\ �`_ _-, ��� �; / j i
'\ 250 / \\ \ \` ♦`♦ \ / %XJ„ I , y
���—�� —� __------ � N
17 Y 4� / / /
imill
425.0' 51CGHT D15TANGE
i / / 1 I I I I 1 I I i i �� ♦♦ `\ v� ,i / j j i /—y � � i i /'
1 T ;^♦� Jam/ i % 1 / % %
I
MCDOUGALD ROAD SIGHT DISTANCE PLAN
SCALE: 1 " = 50'
_
�.. 425.0' 516HT 015TANGE `\
1
EX. GROUND`
1 I
, I
\ I
I I
I I
I 1
I
I 1
I'
I'
II
i
X
co
(O
NN
W
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`9 wi
L
N N
W
O
d� O�
�
�
N N
W
p p
o) 00
M ('() N
lI� �
�NN NN N
k'- W �+- W
IN
d) r-
N
lli �
('V xNx
W
.
O
l(� �
(�V/ N
W
tr
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p 00
j(� �
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7+- W
to
00
to t0
'Ct -
�N/- xNx
lJ- W
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Lo
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�N/ xNx
1+- W
m
Ui L
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N N
W
n
t0
(V XNX
W
r-
(�V/ XNX
k'- W
p
ll7 M
ll7
N N
W
l\) t0
M
N XNX
W
L!
fh M
Q �
(�V/ XNX
W
r
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Q �
(�V/ N
W
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d� 0 I�
N m N
'cr
N N N N
W W
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N XNX
W
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'�
N CX,
W
in
T'- a0
p O)
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N N
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d
00
Q I�
t1) M
(V// XN
}:- W
r �
f N M
t- M m
M M fn N
(\J N N N
W W
m
(Y) �?
tf t0
N N
N XN
W
m
M
\O to
N N
(�V/ N
k'- W
IY M
M
N N
(�V/ XNX
X- W
N
�i
m *
CV N
(�NV/- 0X4
lL W
t
O
tY (O
N
N
(Z/ �-I
=
N
N t0t—
ry N
XN
W
:V N
N XN
1+1
N
N N
N
�-I
M
(V N
W
(V x
k�-
-4+50 +-25 -4+00 +-15 +-50 +-25 -3+00 +--75 +-50 +-25 -2+00 +--75 +-50 +-25 -1+00 +--15 +-50 +-25 0+00 +25 +50 +15 1+00 +25 +50 +15 2+00 +25 +50 +75
3+00 +25 +50 +15 4+00 +25- 4+50
MCDOUGALD ROAD SIGHT DISTANCE PROFILE
SCALE: 1 "=50' (H) 1 "=5' (V)
DESIGN SPEED=25 MPH
50 0 50
SCALE 1 11 = 50'
100 150

P
P �
50.1
i
20}00
0�00
TYPI CAL
CUL-DE-SAC
DETAIL
50' PUBLIC R/W
6'
SHOULDER
_ 0.02
0.08
50'
RIGHT OF WAY
1
20'
PAVEIMENT
I
0.02
30" typ.
30" t �\\ �15
7'— 0"
TO BO TTOM OF
SIGN R 1-1
2" S-9.5 B Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" S-9.5 B Superpave Asphalt Mix
8" ABC, Type B
TYPE R1-1 STOP SIGN
W/ ASTM D4956-01 "TYPE III"
(HIGH INTENSITY) SHEETING
WHITE LETTERS AND BORDER
ON RED BACKGROUND
GAL Vi N12ED *U* SUPPORT POST
TO BE SECURED 101H CONCRETE
IN 12' D/ANVETt POST HOLE
OF 36' DEPTH (WAN").
R/NISHED GRADE
STOP SIGN DETAIL
NTS
C 5'
SHOULDER DITCH
0.08 DI TCH
3'1
RESIDENTIAL LOCAL ROAD
CROSS SECTION DETAIL
WITH 50' R/IW
NTs
NOTE: SHOULDER WIDTH BETWEEN 4' AND 6' SHALL BE APPROVED
BY THE DISTRICT ENGINEER CONSIDERING ADJACENT LAND
CHARACTERISTICS.
*SUBJECT TO STANDARDS OUTLINED ON PAGE 46 OF THE
NC SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS AND ENGINEERED FIELD SOILS TESTS.
50'
RIGHT OF WAY
I
8' 20'
SHOULDER PAVEIMENT
_ 0.02 1
0.08
.- ID ID ID ID ID ID ID ID ��ID'
0.02
12" S-9.5 B Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" S-9.5 B Superpave Asphalt Mix
NOTE.' 8" ABC, Type B
SHOULDER WIDTH BETWEEN 4' AND 6' SHALL
BE APPROVED BY THE DISTRICT ENGINEER
CONSIDERING ADJACENT LAND CHARACTERISTICS.
RESIDENTIAL COLLECTOR ROAD
CROSS SECTION DETAIL
WITH 50' RZ I
NTS
N�
M �
�0.5'
6' 6'
SHOULDER DITCH
DI TCH
)0-08
�0.5'
nn
J IUL-, VI\ /'1U 1-,
1.5' MIN. MILLING LIMITS
MILL AND OVERLAY
9" MIN. 1 9" MIN.
TIE NEW PAVEMENT TO
EXISTING
------------------------
EXISTING PAVEMENT------- — zz
SAWCUT EXISTING
MILLED LAP JOINT MUST BE A MINIMUM
OF 1.5' WIDE BY 1.5" IN DEPTH
V
Q V
NEW PAVEMENT — FULL DEPTH
(SEE CORRESPONDING TYPICAL SECTION FOR
REQUIRED PAVEMENT STRUCTURE)
JOINT DETAIL
N.T.S.
1 30' RIGHT—OF—WAY R/W
OLD US-421
TYPICAL ROAD WIDENING SECTION
N.T.S.
*10" ABC CAN BE USED IF WIDENING IS GREATER THAN 6' IN WIDTH
50' Public Riaht—of—wav
9" STBC, Type A or
1-1/2" S-9.5 B Superpave Asphalt Mix
8" ABC, Type B
SECTION AA
TYPICAL CUL—DE—SAC
NO CURB & GUTTER
N.T.S.
*SUBJECT TO STANDARDS OUTLINED ON PAGE 46 OF THE
NC SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS AND ENGINEERED FIELD SOILS TESTS.
RIGHT OF WAY
EDGE OF TRAVEL LANE
R
W
---- 7'
R
W
R
W
ROADWAY CENTERLINE
EDGE OF TRAVEL LANE
RIGHT OF WAY
9' MIN. _
TO CBU
PAVED TURNOUT
(PAVEMENT STRUCTURE
20' 25' 20'
TO MATCH TRAVEL LANES)
MIN. MIN. MIN.
CONCRETE PAD
FOR CBU (PER USPS)
CBU (ACCESS FROM PAD)
LU
/1 W
g
g
TURNOUT
2'
W
WkAIN
CBU
O
O
LOO-2-2
LU
0
o
W
a
W
02 ,
CONCRETE PAD
FOR CBU
NOTE:
SEE FIGURE 1 PAGE 39, "NCDOT SUBDIVISION
ROADS MINIMUM CONSTRUCTION MAINTAIN RM/ OFFSET
AROUND CBU TURNOUT
STANDARDS JANUARY 2010" FOR LOCAL AND COLLECTOR ROAD DIMENSIONS.
FIGURE 1
CBU PLACEMENT
FOR SHOULDER SECTION
RESIDENTIAL LOCAL AND
COLLECTOR SUBDIVISION
STREETS
*SUBJECT TO STANDARDS OUTLINED ON PAGE 46 OF THE
NC SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS AND ENGINEERED FIELD SOILS TESTS.
!n

BRASS MARKER PLATE MARKED PLATE
WITH ANCHOR
3/4" CHAMFER AT
M
V
EA. CORNER
CAST THE LETTERS "MV" IN
ONE FACE OF THE CONCRETE
4 #3 BARS
— MARKER AND ORIENT TOWARD
�.
o
I
THE ROADWAY
a
ROTATE MARKER TO OTHER END
y
FOR BLOW -OFF
VALVE NO.
8
120
-�
-�-4"
SQ. PRECAST CONIC.
5 FT.
POST (4000 P.S.I.)
PLATE WITH VALVE NUMBER,
DIRECTIONAL ARROW -POINTED
TO MARKED VALVE & DISTANCE
TO THE NEAREST FOOT.
TYPICAL VALVE MARKER DETAIL W
NO SCALE 1
NOTES:
PAINT MARKER BLUE AFTER INSTALLATION
TYPICAL VALVE BOX DETAILKW
NO SCALE Z
VALVE
NO. 1
NOTE:
AT PIPE INTERSECTIONS, MULTIPLE VALVE BOX
VALVES, RUN WIRE UP AT ONLY
ONE VALVE.
SINGLE 12 AWG SOLID CORE WIRE;.:.; . .
TO EDGE
PLACE EMPTY VALVE BOX AT INTERVALS WHERE
VALVES DO NOT OCCUR & PLACE TRACER WIRE
IN BO"
CONCRETE PROTECTI
FINISHED GRAI
P.V.C. PIPELINE
GATE VALVE
TRACER WIRE TO BE LAID
UNDERNEATH WATER LINE " _MASONRY BLOCK
TYPICAL TRACER WIRE INSTALLATION DETAIL W
No SCALE 3
NOTES:
1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-8" EXCESS
2. PLACE TRACER WIRE IN VALVE BOX AT 1,G00" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL
3. DO NOT SPUCE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A
BRASS SCREW TO THE VALVE BOX.
MIN IE
RING TD BE TMED
1' 4
TF7TTqd P 4'
BRICK SUPPORT
ON EACH SIDE -.
OF PIPE
0.
On
mm
■u■�
■
TAMPED BACKFILL:
2' BRAS RICK TO TO BRING PIPE
I/ VOR UPNTOR
LFINISHED GRADE
THREADED AVE BOX1"
PIPE NIPPLE
6' 4'
COUPLING
MIN 18' PIPE NIPPLE 2' DIA __ MASONRY BLOCK
TYPICAL PERMANENT BLOW -OFF ASSEMBLY DETAIL/
NO SCALE
NOTES SEE TYPICAL VALVE BOX DETAIL
FOR BRICK INSTALLATION
THRUST BLOCKING
PE PLASTIC TO PROTECT
TAPPING SLEEVE
TAPPING VALVE
WITH VALVE BOX
EXISTING WATER MAIN
TAPPING SLEEVE SHALL BE ROMAC BRAND
MODEL SST MANUFACTURED WITH 316
STAINLESS STEEL.
NEW WATER MAIN
TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL �/W
NO SCALE \ 5 �
AS SHOWN PRECAST CONCRETE STEAMER
CONNECTION
EDGE ON PLANS PROTECTION RING
OF
ROAD
2 1/2" HOSE
CONNECTION
� a
w
�� U
6" G.V. & BACKFILL a
C. I. BOX v'
6" WATER STONE In
LINE (7 C.F. MIN.)
m
4 N
/ o CONIC.
BLOCKING
4-3/4" TIE RODS WITH BRACKETS (SEE NOTE)
6" HYDRANT TEE � (SEE DETAIL) REMAIN OPEN
NOTE: MASONRY BLOCK
1.)TIE HYDRANT TO MAIN LINE 2'-0" WEEP HOLE TO
W/TIE RODS IN LIEW OF CONC.
BLOCKING IN SANDY SOIL.
2.)MECHANICAL JOINTS USED WITH GRIP RINGS
TYPICAL FIRE HYDRANT INSTALLATION DETAI W
NO SCALE 6
NOTES:
1. CONCRETE SHALL BE 3,000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEI
FAIRLY DRY, THUS MAKING THE CONCRETE WEDC
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART (BLOCKING AREA) AGAINST UNDISTURBED '.
3. NO CONCRETE SHALL COVER ANY BOLTS OR GLA
4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
WITH 10 MIL. POLYETHYLENE PRIOR TO POURINC
BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHI
ON THE THRUST BLOCKING SCHEDULE.
MIN.1/3 C.Y. AT 3000 P.S.I
PLAN BENDS
J" 0 OR LESS
24" MIN. — 12" 0 OR LESS
X�
HYDRANT TEE
PLAN TEES
1�
4 2
-2 F
rnt rn
F
PIPE
90• BEND
45' BEND
221 2' BEND
11 4' BEND
TEE
PLUG
SIZE
A
B
A
B
A
B
A
B
A
I B
C
D
4"
8"
12"
8"
8"
6"
6"
6"
s"
8"
9"
10"
16"
s"
10"
12"
8"
10"
8"
8"
8"
8"
10"
10"
12"
18"
8"
15"
13"
10"
10"
8"
8"
8"
8"
10"
12"
12"
24"
10'
16"
14"
10"
12"
6"
10"
6"
10"
11"
14"
14"
25"
12"
20"
16"
1 12"
14"
1 8"
12"
8"
12"
14"
16"
16"
30"
14"
22"
18"
14"
16
10"
14"
10"
14"
16"
18"
18"
34"
16"
26"
20"
16"
18"
12"
16"
12"
16"
18"
20"
20"
36"
TYPICAL THRUST BLOCK DETAIL W
NO SCALE D
NOTES:
1. INSTALL METER AT R/W
2. 'TWO (2)-3/4' SERVICE LINES MUST BE INSTALLED
INSIDE A 2' SLEEVE.'
3. 'TWO (2)-1' SERVICE LINES MUST BE INSTALLED
H
INSIDE A 3' SLEEVE.'
w
w 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE.
a
0
5. SEE DETAIL FOR SERVICE MATERIAL AND METER
Zi SETTING
6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE
OFDITCHESST
7. CONDUIT MU EXTEND PAST PREPOSD SIDEWALK.
i' R/W OR UTILITY EASEMENT
6'
3'MIN
SIDEWALK
2' PVC SLEEVE W/ 3/4' CARRIER
STREET
WATERMAIN
12' MIN SINGLE 3/4' SERVICES
R/W /
INSTALLED 3' OFF
PROPERTY LINE
TYPICAL DOMESTIC WATER SERVICE INSTALLATION DETAIL
NO SCALE
EXISTING AS NOTED ON PLANS
ROAD
ROAD SHOULDER
z BACKFILL AS
INDICATED
M
NEW WATER LINE 4S BEND SERVICE LINE TO
CORPORATION METER CONNECTION
COCK-A.Y. MCDONALD OR EQUAL
SERVICE SADDLE - A.Y. MCDONALD OR EQUAL
STYLE HINGED 3891 FOR 3/4"
SERVICE SADDLE - A.Y. MCDONALD OR EQUAL
TRENCH WIDTH
PIPE O.D. + 18" FOR PIPES UNDER 33" O.D.
PIPE O.D. + 24" FOR PIPES OVER 33" O.D.
NOTE:
1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE,
45' BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN
MAKING A COMPLETE SERVICE CONNECTION.
2. SERVICE PIPING TO BE 3/4" SDR-9 PE TUBING
3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE
TYPICAL WATER SERVICE CONNECTION
USING TAPPING SADDLE DETAIL W
NO SCALE 1 3
A
SPIDERS SUPPORT CARRIER PIPE IN CASING
BOLTS
CARRIER PIPE
(SPIDER SIZE DETERI
SIZE OF STEEL CASH
INNER PIPE.)
SECTION "A"
PROFILE
2" WEEP HOLE
DUTY
SKIDS (4)
ENCLOS ENDS WITH
8' BRICK MASONRY
NO TYPICAL BORING & JACKING DETAIL W
8
PIPE BEDDED IN 4" MININUM
JOB EXCAVATED MATERIAL.
BACKFILL LIGHTLY CONSOLIDATED
TO TOP OF PIPE.
TYPE 3
PIPE BEDDED IN SAND, GRANULAR
MATERIAL OR GRADED GRAVEL TO
/ THE DEPTH OF 1/8 PIPE DIAMETER,
4" MIN. JOB EXCAVATED MATERIAL
COMPACTED TO 4" ABOVE TOP OF PIPE.
(APPROX. 95% STANDARD PROCTOR,
AASHTO T-99)
TYPE 4
TYPICAL LAYING CONDITIONS DETAIL W
No SCALE 11
RESTRAINED FLANGE ADAPTER
"UNIFLANGE" OR ECIIAI
ALL DUCTILE
IRON GRAVITY
SEWER LINE.
ALL PVC WATER
LINE AND PVC
FORCE MAIN.
;ESSORY KIT
"FIELD LOK" GASKET
OR EQUAL
J/ `F FIFCC_/'HUCU I T rr- 304
OR TYPE 316 S.S. RODS
MIN. 4 EA.
HARNESS RESTRAINT DETAIL
NOT TO SCALE
I
II I —I I 3' MIN.
-III A�
I I — (24" IN NCDOT ROW)
CLEA ANCE
PROPOSED WATER MAIN
EXISTING STORM SEWER
NOTE:
WATER LINE SHALL BE DUCTILE IRON
PIPE AT ALL AREAS WHERE MIN 12"
CLEARANCE CANNOT BE MAINTAINED.
INSTALL AT LEAST ONE JOINT
CENTERED OVER STORM DRAIN.
STORM PIPE O.D. + 3'
PROPOSED WATER MAIN EXISTING STORM PIPE
1 EA. JOINT OF DUCTILE
IRON PIPE CENTERED
UNDER STORM DRAIN
IF TOP OF PIPE IS
WITHIN 3 FEET OF
BOTTOM OF STORM PIPE. 2" MIN.
(24" IN NCDOT ROW)
NO. 57 WASHED STONE
10' MIN D.I.P. OR _I 10' MIN D.I.P. OR _I
HDPE FUSED PIPE T HDPE FUSED PIPE
STORM SEWER CROSSING DETA LS
NOT TO SCALE
CUT EXIST. PAVEMENT
/.'EXIST.
PAV T.
_�Y°op°ooQa�oo
10" STONE MEETING N.C.D.O.T. SPECIFICATONS
o° ao q°�t atr a
FOR A.B.C. STONE, TYPE B OR C, TO BE
COMPACTED TO 100 X MAXIMUM DRY DENSITY
¢9 .00'a otraeogoA4°000.
.:
o
NOTES:
ro
1. PAVEMENT SHALL BE CUT TO TRUE LINE AND
NPIPEEW
COMPACTED
BACKFILL
REMOVED BEFORE TRENCH IS CUT.
2. STONE AND PAVEMENT TO BE PLACED WITH LEAST
INTERFERENCE TO TRAFFIC.
3. STABILIZED AGGREGATE TO BE SECURED FROM AN
PIPE
APPROVED QUARRY.
4. ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE
WITH N.C.D.O.T. SPECIFICATIONS.
O.D. PLUS 18" FOR PIPES UNDER 33' O.D.
PIPE O.D. PLUS 24' FOR PIPES OVER 33" O.D.
TYPICAL TRENCH IN BITUMINOUS SURFACE AREAS DETAIL
NO SCALE

4ROW
1' FROM EDGE OF a
X
a
METER BOX LID, (SEE W-15)
9"
W 1
0
U
j 3�4 Inch Gote Valve
z Required on
g customer side
3 X 16" vnthm 1z inches of
SERVICE LINE B SS NIPPLE the Meter Box
FROM STREET
METER SETTER/
CENTERED "
IN BOX METER TO BE INSTALLED P.R.V. Location down stream of the cut-off valve
BRICK SUPPORT
METER SETTER WITH
DOUBLE CHECK VALVE
1. METER AND PRIVATE SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED (BACKFLOW PREVENTER)
2. INCLUDE STONE IN PRICE OF METER BOX.
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
TYPICAL 3/4" METER SETTER INSTALLATION DETAIL
NO SCALE
17" a
U
PLAN
8
3 112"
ELEVATION OA
NO SCALE
I fY
N �
M rn
MI
ISOMETRIC
24" w
ABS PLASTIC
1 S"
a .� �,-ear Or welgnt
O
1 a""g
..p
SERVICE LINE
FROM STREET
w
1' FROM EDGE OF ROW
aO
PLASTIC LID WITH CAST IRON
a
LID IN CENTER
9'
METER SETTER" /I• I
CENTERED
IN BOX METER TO BE INSTALLED
BRICK SUPPORT
1" Inch Gate Valve
Required on
Customer side
1' X 18" Within 12 Inches of
B S NIPPLE the Meter Box
P.R.V. Locotion down stream o�t-off w1w
1. METER AND PRIVATE SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED METER SETTER WITH
2. INCLUDE STONE IN PRICE OF METER BOX. DOUBLE CHECK VALVE
3. METER SETTER SIZE AS NOTED ON PLANS. (BACKFLOW PREVENTER)
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
TYPICAL 1" METER SETTER INSTALLATION DETAIL
NO SCALE
Q
PLAN
20"
3 1/2.
ELEVATION OA
TIC
a
m uMl
ISOMETRIC
26"
12.0 ABS PLASTIC
9'
SERVICE LINE
FROM STREET
METER SETTER/ I '
CENTERED
IN BOX BRICK SUP
3 Z
1' FROM EDGE OF ROW a
0
PLASTIC LID WITH CAST IRON a
LID IN CENTER
2" Inch Gate Valve
Required on
Customer aide
2" X 18" Within 12 Inches of
B SS NIPPLE thej eta Box
P.R.V. Location down stream cut-off valve
1. METER AND PRIVATE SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED
2. INCLUDE STONE IN PRICE OF METER BOX.
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
TYPICAL 2" METER SETTER INSTALLATION DETAIL
NO SCALE
18"
U
PLAN
30 1/2"
31"
+ + + ++ + + + + +
+ ++ + ♦ + +
17 1/2"
r +++*+ ++ ++ ++
++ ++ ++
4 1/2'x7 1/2' STEEL
HINGED ACCESS HATCH
NOTE:
1. ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING
SADDLE. ALL TAPS LARGER THAN 2" SHALL BE MADE WITH
TAPPING SLEEVE AND VALVE. NO DIRECT TAPS SHALL BE
MADE.
2. ALL MATERIALS USED IN THE POTABLE WATER SYSTEM
MUST BE NSF61 AND NSF372 CERTIFIED AND MEET THE
LATEST FEDERAL SAFE DRINKING WATER ACT
REQUIREMENTS.
)LL SHALL tit bNA5 UK tiKUNZL FUN ..UU..
i DOUBLE STRAPS, FORD S-90, MUELLER
'ROVED EQUAL.
TAPPING SLEEVE SHALL BE BRASS OR
BRONZE FOR "CC" THREADS, FORD S-70,
MUELLER H-134, JCM 403 OR APPROVED
EQUAL FOR SDR-21 PVC.
CLASS 20�
POLYETHYLENE
CORPORATION STOP SHALL
BE BRONZE WITH "CC"
THREADS AND RATED 300
PSI, MUELLER B-25008,
FORD FB-1000—NL, OR
APPROVED EQUAL
DUCTILE IRON PIPE P.V.C. PIPE
(CLASS 50 CEMENT LINED) (CLASS 200)
NOTE: ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN.
STANDARD WATER TAP DETA L
2" I-2
BURIED
PIPE LINE
NOT TO SCALE
CUT TO NEAT
EDGE
6" HB BINDER
SELECTED BACKFILL
TAMPED IN LAYERS
+ + + + + + + + + + 27 3/4"
+ + + + + + + +
+++++++ ++++++++ 14" 223/4"
++++++ ++++++++
+ + +
MAYMM +++++++++++++++++++++ ELEVATION O
R EV[EGt ELEVATIONO
20" PAVEMENT REPAIRS FOR
SHOWN WITH EXTENSTION N C D OT ROAD OPEN CUTS
Par* Nu-k- MS-CP147T
TITLE. NOT TO SCALE
Tricnet 1419 - Overlappin;
T-Lid xv' Pei and Sensus
(OR EQUAL)
TYPICAL METER BOX DETAIL FOR 1" SERVICE
NO SCALE
TYPICAL METER BOX DETAIL FOR 2" SERVICE
NO SCALE
MORRIS & RITCHIE ASSOCIATES OF NC, PC
- + - i ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS
5605 CHAPEL HILL RD, STE 112
,•AA IF lk W T RALEIGH, NC 27607
[phone]
LICENSE # C-4182
WWW.MRAGTA.COM
© 2021 MORRIS & RITCHIE ASSOCIATES OF NC, PC
UTILITY DETAILS
FOR
DUNCAN'S CREEK
�O
ENGINEER'S SEAL ICITY OF LILLINGTON HARNETT COUNTY, NORTH CAROLINA
DATE REVISIONS JOB NO.: 21326
09/10/21 REVISIONS BASED ON DRB COMMENTS RECEIVED 05/05/21 SCALE: N.T.S.
DATE: 1 1 /10/2021
DRAWN BY: PL/RJ
DESIGN BY: JK/PL/RJ
REVIEW BY: JK
SHEET: D2.1

EXTEND TO GRADE AT 1% MIN. SLOPE TO VIEW
NO SCALE
NOTE: METER TO BE ABB OR AMCO METER. FLAN VIEW
BACKFLOW PREVENTER TO BE FROM APROVED LIST
USE CONCRETE SUPPORTS ALSO FOR BY—PASS
ALL PIPE SHALL BE DUCTILE IRON ALL BACKFLOW AND METER VAULT EQUIPMENT, ETC.
HCDPU STANDARD VAULTS TO BE AS PER HARNETT COUNTY DEPT. OF
PUBLIC UTILITIES, ENGINEERING DIVISION SPECIFICATIONS.
TOP ELEV.
759.67
BILCO HATCH 6'z8' BILCO HATCH
GRADE
0
HYMAX SAME LEVEL
SAME LEVEL COUPLING EST PORT BY—PASS (s" top view)
�D
4• PVC DRAIN
CONCRIE SFlLLED
6• PVC
dN TO
ERIOR
MU SL
W/ GI
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o �i
ON
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O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0< �" O O O O O O O O O O O O O O O O O O O c
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0< J 0 0 0 0 0 000 00000 0 00000000000 O s
D-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0_ — D-O 0O 0O 0O 0O 0O�O 0OOO 0O 0O 0O 0O 0O�O 0O0,0
O
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SIDE VIEW
NO SCALE
TYPICAL 4" METER & DOUBLE CHECK ASSEMBLY LAYOUT DETAIL��
DIM
FBI
REI(
13' MIN
PROFILE
NOTE:
METER TO BE INSTALLED WITH EQUAL AMOUNTS
OF SPACE ON METER SIDE AND BYPASS SIDE.
TYPICAL 6" METER & VAULT DETAIL
NO SCALE
DIM
FIJI
RE.
PROFILE
NOTE:
METER TO BE INSTALLED WITH EQUAL AMOUNTS
OF SPACE ON METER SIDE AND BYPASS SIDE.
TYPICAL 8" METER & VAULT DETAIL
NO SCALE

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DIVERSION DITCH FTEMPORARY SEDIMENT TRAP TEMPORARY SEDIMENT TRAP OUTLET DATE REVISIONS JOB NO.: 21326
09/10/21 REVISIONS BASED ON DRB COMMENTS RECEIVED 05/05/21 SCALE: N.T.S.
DATE: 1 1 /10/2021
DRAWN BY: PL/RJ
DESIGN BY: JK/PL/RJ
REVIEW BY: JK
SHEET: D3.0
!n

Instructions
1. Prepare soil before installing rolled erosion control
products (RECPs), including any necessary application
of lime, fertilizer, and seed. Ground surface must be
free of debris, rocks, clay clods and raked smooth
sufficient to allow intimate contact of the RECP with
the soil over the entirety of the installation.
2. Begin at the top of the slope by anchoring the RECPs
in a 6" (15 cm) deep X 6" (15 cm) wide trench.
Anchor the RECPs with a row of staples/stakes/pins
spaced at ST apart in the bottom of the trench.
Backfill and compact the trench after stapling and
fold the roll over downslope. Secure RECPs over
compacted soil with a row of staples/stakes/pins
spaced at ST apart across the width of the RECPs.
3. Roll the RECPs (A) down or (B) horizontally across the
slope. RECPs will unroll with appropriate side against
the soil surface. All RECPs must be securely fastened
to soil surface by placing staples/stakes/pins in
appropriate locations as shown in the staple pattern
guide. RollMax RECPs and ECBs should utilize Staple
Pattern C, TRMs and VMax materials should utilize
Staple Pattern D.
4. The edges of parallel RECPs must be stapled with
approximately 4" - 6" (10 - 15 cm) overlap.
5. Consecutive RECPs spliced down the slope must
overlapped with the upstream mat atop the
downstream mat (shingle style). The overlap should
be 4" - 6" (10 -15 cm).
6. At the terminal end, secure each mat across the
width with a row of staples/stakes/pins spaced at Sr.
If exposed to flow, foot traffic, wind uplift or other
disruption, trench the terminal end in as shown in
detail.
7. Fasteners should provide a minimum of twenty
pounds of pullout resistance. Six-inch (10 cm) X
one -inch (2.5 cm) eleven gauge staples are typically
adequate. In loose soils, longer staples may be
necessary, twist pins can provide the greatest pullout
resistance. In hard or rocky soils, straight pins may by
used where staples or twist pins are refused, provided
the minimum pullout requirements are met.
Bio-degradable fasteners shall not be used with VMax
(TRM) or TMax (HPTRM) materials.
6" (15 cm)
ROLLMAX'" NORTH Project: Standard Slope Installation Recommendations RollMax RECPs, VMax TRMs
MJ) AMERICAN Shown: Perspective View, Some Fasteners and Vegetation Omitted for Clarity- NTS
ROLLED EROSION CONTROL GREEN
(15ci
6" (15 cm)
A A
CRITICAL POINTS B B
A. Overlaps and Seams C C
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
NOTES:
*Horizontal staple spacing should be altered if necessary to allow staples to secure the critical points along the channel surface.
M ROLLMAXNORTH Project
AMERICAN Shown
ROLLED EROSION CONTROL GREEN
I K
N
M ,
Instructions
1. Prepare soil before installing rolled erosion control
products (RECPs), including any necessary application of
lime, fertilizer, and seed. Ground surface must be free of
debris, rocks, clay clods and raked smooth sufficient to
allow intimate contact of the RECP with the soil over the
entirety of the installation.
2. Begin at the top of the channel by anchoring the RECPs in
a 6" (15 cm) deep X 6" (15 cm) wide trench with
approximately 12" (30 cm) of RECPs extended beyond the
up -slope portion of the trench. Use ShoreMax mat at the
channel/culvert outlet as supplemental scour protection
as needed. Anchor the RECPs with a row of
staples/stakes/pins approximately 12" (30 cm) apart in
the bottom of the trench. Backfill and compact the
trench after stapling. Apply seed to the compacted soil
and fold the remaining 12" (30 cm) portion of RECPs back
over the seed and compacted soil. Secure RECPs over
compacted soil with a row of staples/stakes/pins
spaced approximately 12" (30 cm) apart across the width
of the RECPs.
3. Roll center RECPs in direction of water flow in bottom of
channel. RECPs will unroll with appropriate side against
the soil surface. All RECPs must be securely fastened to
soil surface by placing staples/stakes/pins in appropriate
locations as shown in the staple pattern guide.
4. Place consecutive RECPs end -over -end (Shingle style) with
a 4"- 6" (10 - 15 cm) overlap. Use a double row of staples
staggered 4" apart and 4" on center to secure RECPs.
5. Full length edge of RECPs at top of side slopes must be
anchored with a row of staples/stakes/pins spaced at ST
apart in a 6" (15 cm) deep X 6"(15 cm) wide trench.
Backfill and compact the trench after stapling.
6. Adjacent RECPs must be overlapped approximately 4"- 6"
(10 - 15 cm) and secured with staples/stakes/pins at ST-
7. In high flow channel applications a staple check slot is
recommended at 30 to 40 foot (9 -12m) intervals. Use a
double row of staples staggered 6" (15 cm) apart and 12"
(30 cm) on center over entire width of the channel.
8. The terminal end of the RECPs must be anchored with a
row of staples/stakes/pins spaced at ST apart in a 6" (15
cm) deep X 6" (15 cm) wide trench. Backfill and compact
the trench after stapling.
9. Fasteners should provide a minimum of twenty pounds of
pullout resistance. Six-inch (10 cm) X one -inch (2.5 cm)
eleven gauge staples are typically adequate. In loose
soils, longer staples may be necessary, twist pins can
provide the greatest pullout resistance. In hard or rocky
soils, straight pins may by used where staples or twist pins
are refused, provided the minimum pullout requirements
are met. Bio-degradable fasteners shall not be used with
VMax (TRM) or TMax (HPTRM) materials.
Standard Channel Installation Recommendations RollMax RECPs, VMax TRMs
Perspective View, Some Fasteners and Vegetation Omitted for Clarity- NTS
Staple Pattern
Guide
4-6"
Plan View 10 - 15 cm
0 o O o 10 0
0-
0 O O O 1.0 O ST
J I Z ST
0 0 0 to o I S 1 r
0-
I.
0 Tq. to 0
-----�-wT Unroll
0 0 0 0 10 o Direction
A
`Underneath
Roll Roll Overlap
Upper Roll
0 Pin / Staple / Twist Pin, as
appropriate for field conditions
Staple Pattern
Dimension
C
D
WT
30" (75 cm)
24" (60 cm)
LT
30" (75 cm)
20" (50 cm)
ST
18" (45 cm)
18" (45 cm)
Nominal
Frequency
1.7 / SY
3.0 / SY
Application
ECB
(Degradable)
TRM
(Permanent)
*Note: Staple Pattern A and B used prior to 8/2019
have been discontinued.
Date: 3/24/20
Revision: 0
Drawings: 1/3
Staple Pattern
Guide
Plan View
4-6"
10 - 15 cm
. v .
. .
.I.
0 0
0
0
.Io
0
o 'o' o to 0
0 .0 0
O O O O 10 O
Underneath
Roll Roll
Upper Roll-
o Pin / Staple / Twist Pin, as
appropriate for field conditions
Staple Pattern
Dimension
E
WT
20" (50 cm)
LT
20" (50 cm)
ST
18" (45 cm)
Nominal
Frequency
3.8 / SY
ST
ST
0-1 ST
Unroll
Direction
Date: 3/24/20
Revision: 0
Drawings: 2/3
IWE
12" (30 cm)
6" (15 cm)
6"
(15 cm)
W W W W W\
W W W W W W W W
W W W W W W W W W
W W W W W W W W W W W W
W W W W W W W W W W W W W
W W W W W W W W W W -
W
W W W W W W W W W
A
\ /
MROLLMAXT4
ROLLED EROSION CONTROL
4"- 6" -
(10 -15cm)
S❑
12"
(30 cm)
6" (15 cm)
Instructions
1. For easier installation, lower water level from Level A
to Level B before installation.
2. Prepare soil before installing rolled erosion control
products (RECPs), including any necessary application
of lime, fertilizer, and seed. Ground surface must be
free of debris, rocks, clay clods and raked smooth
sufficient to allow intimate contact of the RECP with
the soil over the entirety of the installation.
3. Begin at the top of the shoreline by anchoring the
RECPs in a 6" (15 cm) deep X 6" (15 cm) wide trench.
Anchor the RECPs with a row of staples/stakes/pins
spaced at ST apart in the bottom of the trench.
Backfill and compact the trench after stapling.
4. Roll RECPs either (A) down the shoreline for long
banks (top to bottom) or (B) horizontally across the
shoreline slope. RECPs will unroll with appropriate
side against the soil surface. VMax TRMs should
always be installed parallel to flow. All RECPs must be
securely fastened to soil surface by placing
staples/stakes/pins in appropriate locations as shown
in the staple pattern guide.
5. The edges of all horizontal and vertical seams must be
stapled with approximately 4" - 6" (10 - 15 cm)
overlap. Note: *In streambank applications, seam
overlaps should be shingled in the predominant flow
direction.
6. The edges of the RECPs at or below normal water
level must be anchored by placing the RECP's in a 12"
(30 cm) deep X 6" (15 cm) wide anchor trench.
Anchor the RECPs with a row of staples/stakes/pins
spaced approximately 12"(30cm) apart in the trench.
Backfill and compact the trench after stapling (stone
or soil may be used as backfill). For installation at or
below normal water level, use of ShoreMax mat on
top of the RECP or geotextile underneath is likely
required for sections below the normal water line.
7. Fasteners should provide a minimum of twenty
pounds of pullout resistance. Six-inch (10 cm) X
one -inch (2.5 cm) eleven gauge staples are typically
adequate. In loose soils, longer staples may be
necessary, twist pins can provide the greatest pullout
resistance. In hard or rocky soils, straight pins may by
used where staples or twist pins are refused, provided
the minimum pullout requirements are met.
Bio-degradable fasteners shall not be used with VMax
(TRM) or TMax (HPTRM) materials.
Staple Pattern
Guide
4-6"
Plan View 10 - 15 cm
0 0 0
0 o
1.
0
'o'
1.0
0---
ST
0 0
o'
0
J I .
ST
0 0"• .°.
10
0
ST
0-
0 q q
I----�wT
to
0
Unroll
0 0 .o .
o. 1.0.
o
Direction
. .A. .
. . It
.,
`Underneath
Roll Roll Overlap
Upper Roll-i
0 Pin / Staple / Twist Pin, as
appropriate for field conditions
Staple Pattern
Dimension
E
WT
20" (50 cm)
LT
20" (50 cm)
Sr
18" (45 cm)
Nominal
Frequency
3.8 / SY
NORTH Project: Standard Shoreline/Channel Bank Installation Recommendations RollMax RECPs, VMax TRMs Date: 3/24/20
AMERICAN Shown: Perspective View, Some Fasteners and Vegetation Omitted for Clarity- NTS Revision: 0
GREEN Drawings: 3/3
Maintenance:
1. Inspect Rolled Erosion Control Products at least weekly and after each
significant (1/2 inch or greater) rain fall event repair immediately.
2. Good contact with the ground must be maintained, and erosion must not
occur beneath the RECP.
3. Any areas of the RECP that are damaged or not in close contact with the
ground shall be repaired and stapled.
4. If erosion occurs due to poorly controlled drainage, the problem shall be
fixed and the eroded area protected.
5. Monitor and repair the RECP as necessary until ground cover is
established.

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activitybeing considered compliant with the Ground Stabilization and Materials Handling
g P g
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NCDWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
S. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLINA
kt; .
1 Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/19
DNSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
a _
r ao g u :r a*-7-/
77
Ill
••� •w l . a . rm.ae.:.ra •.... o •r.o .
am aee
BELOW ti" VWUT STRIx'TIIiE pHOVE GRADE VASHnaT STRnETl1RE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounm
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures Inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event? 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the Inspection,
outfalls (SDCs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event? 1.0 inch In
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event 21.0 inch In
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has Increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event? 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item 2 a) of this permit
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This Genera] Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-N01 and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers undercover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7mtendardays, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24hours, an oral or electronic notification.
bypasses [40 CFR
• Within7colendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect ofthe bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NORTH CAROLINA
Environmental Quality
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19
I of
N �
M rn
NPDES Stormwater Discharge Permit for Construction Activities (NCGC 1)
EXCELSIOR
NCDENRIDivision of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
ILA ?� Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not than2:114 days d.
steeper are allowe
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
Table 6.10b
Temporary Seeding
Recornmendalions for
Sumpter
Table 6.10b
Temporary Seeding
Recommendalions for
Summer
Seeding mixture
Species Rate (lWacre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 Iblacre.
Seeding dates
Mountains -May 15 -Aug. 15
Piedmont -May 1 - Aug- 15
Coastal Plain -Apr_ 15- Aug- 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 7501blacre 10-10-10 fertilizer.
Mulch
Apply 4,0001blacrestraw - Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Seeding mixture
Species Rate (Iblacre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangmss may be
substituted at a rate of 5C Ibiacre.
Seeding dates
Mountains -May 15 -Aug. 15
Piedmont -May 1-Aug. 15
Coastal Plain -Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750lblacre 10-10-10 fertilizer.
Mulch
Apply4,000lblacrestraw. Anchorstrawbytacking with asphaK netting,
or mulch anchoring tool. Adisk with blades set ready straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erasion or other damage.
2' ( MAX . )
2 IN.
WATTLE DETAIL
SLOPE
ISOMETRIC VIEW
2' UPSLOPE
eTA VC
CROSS SECTION
VEE DITCH
MAINTENANCE:
INSPECT WATTLE WEEKLY AND AFTER EACH SIGNIFICANT NOTES:
RAINFALL EVENT (J INCH OR GREATER). REMOVE ACCUMULATED
SEDIMENTS AND ANY DEBRIS. THE WATTLE MUST BE REPLACED USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE
WATTLE MAY NEED TO BE REPLACED WITH A LARGER DIAMETER USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
OR A DIFFERENT MEASURE. THE WATTLE NEEDS TO BE CROSS SECTION.
REINSTALLED IF DAMAGED OR DISLODGED. THE WATTLE SHALL
BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
STABILIZED.
EDGE OF PAVEMENT INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
J 1 mr\C
2' UPSLOPE
CTAVC
CROSS SECTION
TRAPEZOIDAL DITCH
NATURAL GROUND
NATURAL GROUND
2' DOWNSLOPE
STAKE
Maintenance Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been
properly stabilized.
Table 6.10a
Temporary Seeding
Recommendations for Late
Winter and Early Spring
Table 6.1 O'c
Temporary Seeding
Recommendations for Fall
Seeding mixture
Species Rate (Ibiacre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in MDuntains) 50
Omit annual lespedeza when duration Of temporary cover is not to
extend beyond June.
Seething dates
Mountains-Ahove 2500 feet: Feb_ 15 - May 15
Below 2500 feet Feb. 1- May 1
Piedmont -Jan. 1 -May 1
Coastal Plain -Dec. 1 -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750113lacre IGAO-10 fertilizer.
Mulch
Apply4,1300IWacrestraw. Anchorstrawbytacking with asphalt netting,
or a mulch anchoring tool. A disk wE blades set nearly straight can be
used as a mulch anchoring tool -
Maintenance
Refertilize if growth is not fully adequate. Reseed, referalize and mulch
immediately following erosion or other damage.
Seeding mixture
Species Rate (Ib;acre)
Rye (grain) 120
Seeding dates
Mountains -Aug. 15 - Dec. 15
Coastal Plain and Piedmont -Aug. 15 - Dec- 30
Sod amendments
Follow soil tests or apply 2,000 Iblacre ground agricultural limestone
and 1,000 Iblacre 10-10-10 fertilizer -
Mulch
Ap,ply4,0001blacrestraw. Anchorstraw by tacking with asphalt, netting,
or a mulch anchoring tool. Adisk with blades set neatly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
Iblacre of nitrogen in March. If it is hnecesmry to extent temporary
cover beyond June 15, overseed with 50 Ih/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in [ate February of
early March.
FLOW
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
STANDARD SPECIFICATIONS.
INSET A INSET B
TOP VIEW
Seedbed Preparation:
1. Chisel compacted areas and spread topsoil three inches deep over
adverse soil conditions, if available.
2. Rip the entire area to six inches deep.
3. Remove all loose rock, roots and other obstructions, leaving surface
reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly and mix
with soil (see mixture below).
5. Continue tillage until a well -pulverized, firm, reasonably uniform seedbed
is prepared four to six inches deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment or cultipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or reseedings within
the planting season, if possible. If stand should be more than 60%
damaged, re-establish following the original lime fertilizer and seeding
9 , g, 9
rates.
9. Consult S&EC Environmental Engineers on maintenance treatment and
fertilization after permanent cover is established.
Permanent Seeding:
1. Contractor shall permanently seed with a high quality grass mixture
suitable for the North Carolina Piedmont Region.
2. Contractor shall follow the grass seed manufacturer's recommendation for
soil pH adjustment and fertilization requirements for a new lawn.
3. Contractor shall apply mulch consisting of 4,000-5,000 lb/acre of grain
straw or equivalent cover of another suitable mulch. Anchor straw by
tacking with asphalt, netting, roving, or by crimping with a mulch anchoring
tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
4. Alternatively contractor can install sod in accordance to the supplier's
instructions for bedding preparation and fertilization requirements.
5. New lawns shall be routinely watered in accordance to the manufacturer's
or supplier's recommendations until grass is well established.
6. Mowing height will vary according to the type of grass selected.

Duncan's Creek
Storm Management Drainage Areas
Post -Developed Drainage Basin Characteristics and Discharges
Coefficients
Type
C
1.00
0.95
Impervious
0.95
43560
0.20
Wooded, Sparce
0.15
Dense Lawn 2-7%
0.22
Inputs
Dense Lawn >7.0%
0.35
Outputs
IDF Curve Constants
R
g
h
1
108
19
2
138
20
Acre 5
10
205
23
25
245
24
50
100
307
27
Steps: Calculate drainage area and permeability for each ditch/swale. Calculate combined
drainage areas and permeability for point of inflow at each culvert to achieve Q. This will
allow to generate flow and tailwater for pipe culvert sizing.
Clear Water Diversions
NOT USED
NOT USED
Area (So FT)
Impervious Area
(ac)
Wooded, Sparce
Ground Litter (ac)
Dense Lawn 2.0%-
7%Slope Area
(ac)
Dense Lawn
>7.0%Slope Area Total Drainage Hydraulic Length
(ac) Area (ac) (ft)
Hydraulic Height
(ft)
Slope (%)
Composite C
Tc - Kirpich (Time
of Concentration -
mins)
Minimum Tc
11 (in/hr)
Q1(cfs)
Q2 (cfs)
Q10 (cfs)
Q2s (cfs)
Q100 (cfs)
Description
A
0.00
0.00
92202
0.00
1.90
0.22
0.00
2.12
0.72
3.18
4.16
1.30
538.00
10.50
0.02
0.16
4.50
5.00
4.50
1.50
1.84
2.44
2.81
3.58
B
0.00
0.00
31390
0.00
0.40
0.32
0.00
250.00
8.00
0.03
0.18
2.06
5.00
4.50
0.59
0.72
0.96
1.10
1.45
C
0.00
0.00
138327
0.00
2.60
0.58
0.00
550.00
36.00
0.07
0.16
2.88
5.00
4.50
2.32
2.85
3.78
4.36
5.41
D
0.00
0.00
180996
0.00
3.50
0.66
0.00
605.00
49.25 !
0.08
0.16
2.85
5.00
4.50
3.01
3.69
4.90
5.65
6.84
E
0.00
0.00
56659
0.00
1.00
0.30
0.00
500.00
30.50
0.06
0.17
2.75
5.00
4.50
0.97
1.19
1.58
1.83
2.37
F
0.00
0.00
160996
0.00
2.80
0.90
0.00
3.70
1.02
4.78
1.90
2.25
370.00
10.00
0.03
0.17
2.98
5.00
4.50
2.78
3.41
4.52
5.21
6.36
G
0.00
0.00
44278
0.00
0.70
0.32
0.00
425.00
15.00
0.04
0.17
2.99
5.00
4.50
0.79
0.96
1.28
1.48
1.93
H
0.00
0.00
208209
0.00
4.10
0.68
0.00
935.00
71.00
0.08
0.16
4.09
5.00
4.50
3.44
4.22
5.60
6.46
7.71
1
1
0.00
0.00
0.00
0.00
82591
98033
0.00
1.00
0.90
0.00
590.00
13.00
0.02
0.03
0.18
0.16
4.62
4.73
5.00
5.00
4.50
4.50
1.56
1.66
1.92
2.04
2.54
2.70
2.93
3.12
3.73
3.95
0.00
1.80
0.45
0.00
750.00
25.00
Roadside Ditch /
Predevelopment Drainage
Areas
NOT USED
NOT USED
Area (SO FT)
Impervious Area
(ac)
Wooded, Sparce
Ground Litter (ac)
Dense Lawn 2.0%-
7%Slope Area
(ac)
Dense Lawn
>7.0%Slope Area
(ac)
Total Drainage
Area (ac)
Hydraulic Length
(ft)
Hydraulic Height
(ft)
Slope (%)
Composite C
Tc - Kirpich (Time
of Concentration -
mins)
Minimum Tc
11(in/hr)
Q1(cfs)
Q2 [Cl
Q10 (cfs)
Q25 (Cl
Q10o (cfs)
Description
1
0.00
0.00
13014
0.15
0.00
0.15
0.00
0.30
350.00
6.00
0.02
0.59
3.40
5.00
4.50
0.79
0.97
1.28
1.48
1.94
2
0.00
0.00
16058
0.19
0.00
0.18
0.00
0.37
540.00
10.00
0.02
0.60
4.61
5.00
4.50
0.99
1.21
1.61
1.86
2.41
3
0.00
0.00
23005
0.30
0.00
0.23
0.00
0.53
350.00
6.00
0.02
0.63
3.40
5.00
4.50
1.51
1.85
2.45
2.83
3.61
4
0.00
0.00
13014
0.15
0.00
0.15
0.00
0.30
160.00
5.00
0.03
0.59
5.00
5.00
4.SO
0.79
0.97
1.28
1.48
1.94
5
0.00
0.00
23005
0.26
0.00
0.27
0.00
0.53
450.00
4.50
0.01
0.58
5.08
5.08
4.49
1.37
1.68
2.23
2.58
3.31
6
0.00
0.00
22581
0.53
0.00
-0.01
0.00
0.52
590.00
34.00
0.06
0.97
3.19
5.00
4.SO
2.25
2.77
3.67
4.23
5.26
6A
0.00
0.00
19285
0.20
0.00
0.24
0.00
0.44
635.00
33.00
0.05
0.55
3.51
5.00
4.50
1.10
1.34
1.78
2.06
2.66
7
0.00
0.00
26858
0.53
0.00
0.09
0.00
0.62
725.00
16.00
0.02
0.85
5.41
5.41
4.43
2.31
2.84
3.77
4.35
5.47
8
0.00
0.00
23005
0.24
0.00
0.29
0.00
0.53
616.00
43.00
0.07
0.55
3.06
5.00
4.50
1.31
1.61
2.13
2.46
3.16
8A
0.00
0.00
19336
0.24
0.00
0.20
0.00
0.44
616.00
43.00
0.07
0.61
3.06
5.00
4.50
1.23
1.51
2.00
2.31
2.97
9
0.00
0.00
14403
0.15
0.00
0.18
0.00
0.33
455.00
15.50
0.03
0.55
3.20
5.00
4.50
0.82
1.01
1.33
1.54
2.01
10
0.00
0.00
11997
0.14
0.00
0.14
0.00
0.28
335.00
12.00
0.04
0.59
2.48
5.00
4.50
0.73
0.90
1.19
1.38
1.80
11
0.00
0.00
13761
0.15
0.00
0.17
0.00
0.32
335.00
12.00
0.04
0.57
2.48
5.00
4.50
0.81
0.99
1.31
1.51
1.98
12
0.00
0.00
24169
0.24
0.00
0.31
0.00
0.55
700.00
16.00
0.02
0.54
5.19
5.19
4.46
1.33
1.63
2.16
2.49
3.22
13
0.00
0.00
27965
0.28
0.00
0.36
0.00
0.64
750.00
18.00
0.02
0.54
5.37
5.37
4.43
1.53
1.88
2.50
2.88
3.72
14
0.00
0.00
7983
0.07
0.00
0.11
0.00
0.18
200.00
2.25
0.01
0.50
2.60
5.00
4.50
0.41
0.50
0.67
0.77
1.02
14A
0.00
0.00
12126
0.18
0.00
0.10
0.00
0.28
125.00
2.75
0.02
0.69
1.40
5.00
4.50
0.87
1.06
1.41
1.63
2.12
14B
0.00
0.00
28184
0.23
0.00
0.42
0.00
0.65
500.00
7.00
0.01
0.48
4.84
5.00
4.SO
1.40
1.71
2.27
2.62
3.35
1s
0.00
0.00
17832
0.18
0.00
0.23
0.00
0.41
480.00
16.00
0.03
0.54
3.36
5.00
4.50
1.00
1.22
1.62
1.87
2.43
16
0.00
0.00
8003
0.08
0.00
0.10
0.00
0.18
180.00
5.00
0.03
0.54
1.69
5.00
4.50
0.44
0.55
0.72
0.83
1.11
16
0.00
0.00
15327
0.16
0.00
0.19
0.00
0.35
565.00
26.00
0.05
0.55
3.36
5.00
4.50
0.87
1.07
1.42
1.64
2.14
17
0.00
0.00
40510
0.45
0.00
0.48
0.00
0.93
1000.00
18.00
0.02
0.57
7.49
7.49
4.08
2.17
2.68
3.58
4.15
5.61
18
0.00
0.00
18280
0.16
0.00
0.26
0.00
0.42
450.00
11.00
0.02
0.50
3.60
5.00
4.50
0.94
1.15
1.53
1.77
2.30
Roadside Ditch /
Predevelopment Drainage
Areas
NOT USED
NOT USED
Area (So FT)
Impervious Area
(ac)
Wooded, Sparce
Ground Litter (ac)
Dense Lawn 2.0%-
7%Slope Area
(ac)
Dense Lawn
>7.0%Slope Area
(ac)
Total Drainage
Area (ac)
Hydraulic Length
(ft)
Hydraulic Height
(ft)
Slope (%)
Composite C
Tc - Kirpich (Time
of Concentration -
mins)
Minimum Tc
11(in/hr)
Qi (cfs)
Q2 (cfs)
Qio (cfs)
Q25 (cfs)
Q100 (cfs)
Description
18A
0.00
0.00
12897
0.17
0.00
0.13
0.00
0.30
400.00
11.00
0.03
0.64
3.14
5.00
4.50
0.85
1.04
1.39
1.60
2.09
19
0.00
0.00
30836
0.32
0.00
0.39
0.00
0.71
900.00
31.00
0.03
0.55
5.38
5.38
4.43
1.72
2.12
2.81
3.25
4.16
20
0.00
0.00
32664
0.35
0.00
0.40
0.00
0.75
900.00
31.00
0.03
0.56
5.38
5.38
4.43
1.86
2.29
3.04
3.51
4.47
21
0.00
0.00
14582
0.16
0.00
0.17
0.00
0.33
400.00
5.00
0.01
0.57
4.26
5.00
4.50
0.86
1.05
1.39
1.61
2.10
22
0.00
0.00
20900
0.25
0.00
0.23
0.00
0.48
300.00
18.00
0.06
0.60
1.86
5.00
4.50
1.30
1.59
2.11
2.43
3.13
23
0.00
0.00
37795
0.40
0.00
0.47
0.00
0.87
900.00
31.00
0.03
0.56
5.38
5.38
4.43
2.14
2.63
3.49
4.03
5.09
24
0.00
0.00
40721
0.58
0.00
0.35
0.00
0.93
1150.00
27.00
0.02
0.67
7.53
7.53
4.07
2.56
3.15
4.22
4.89
6.53
25
0.00
0.00
56544
0.60
0.00
0.70
0.00
1.30
1250.00
33.00
0.03
0.56
7.68
7.68
4.05
2.93
3.61
4.84
5.60
7.42
26
0.00
0.00
15596
0.20
0.00
0.16
0.00
0.36
350.00
18.00
0.05
0.63
2.23
5.00
4.50
1.01
1.24
1.65
1.90
2.46
27
0.00
0.00
15500
0.18
0.00
0.18
0.00
0.36
350.00
18.00
0.05
0.59
2.23
5.00
4.50
0.94
1.16
1.54
1.77
2.30
28
0.00
0.00
18158
0.22
0.00
0.20
0.00
0.42
425.00
10.00
0.02
0.61
3.50
5.00
4.50
1.14
1.39
1.85
2.13
2.75
29
0.00
0.00
17042
0.17
0.00
0.22
0.00
0.39
435.00
10.00
0.02
0.54
3.59
5.00
4.50
0.95
1.16
1.54
1.78
2.31
Culvert No
NOT USED
NOT USED
Areas
Pipe inlet
Pipe Outlet
Total Drainage
Area (ac)
Pipe Length
Pipe Diamenter
Slope (%)
Q1 (cfs)
Q2 (cfs)
Q10 (cfs)
Q25 (cfs)
Q100 (cfs)
Description
Culvert 1
0.00
0.00
DivA, D1, D4
332.60
332.20
40.00
18
1.00
3.07
3.77
5.00
5.77
7.46
Culvert Pipe to Outlet Ditch 1
Culvert 2
0.00
0.00
Div8. DS
340.70
340.30
40.00
18
1.00
1.96
2.40
3.19
3.68
4.76
From Div B and Ditch 5
Culvert 3
0.00
0.00
DivC, D6
314.39
308.92
48.00
18
11.40
4.58
S.62
7.45
8.60
10.67
From Div C and Ditch 6
Culvert 4
0.00
0.00
DivD, D8
297.76
297.18
48.00
18
1.21
4.32
5.30
7.03
8.11
10.00
From Div D and Ditch 8 Ditch 9
Culvert 5
0.00
0.00
DSO
332.10
331.70
40.00
18
1.00
0.73
0.90
1.19
1.38
1.80
From Ditch 10
Culvert 6
0.00
0.00
DivE, D14, Silt
308.66
307.58
48.00
18
2.25
2.68
3.29
4.36
5.03
6.52
From Div E and Ditch 14 and Silt fence
Culvert 7
0.00
0.00
DivF, D14B
300.60
300.12
48.00
18 =1
1.00
1.74
1.63
2.16
2.49
3.22
From Div F and Ditch 14B
Culvert 8
0.00
0.00
Div1
287.90
287.50
40.00
18
1.00
1.56
1.92
2.54
2.93
3.73
From Div I
Culvert 9
0.00
1 0.00
DivH, D17
1 276.00
275.34
40.00
36
1 1.65
5.61
6.90
9.18
10.61
13.32
From Div H and Ditch 17
Culvert 10
0.00
0.00
DivJ, D20, D21
1 249.70
249.30
40.00
18
1.00
4.38
5.38
7.13
8.23
10.52
From Div 1 and Ditch 20 and Ditch 21
Culvert 13
0.00
0.00
McDougald
1 235.00
234.20
1.35
80.00
24
1.00
1 0.55
1 4.77
5.00
4.08
3.03
4.10
5.44
6.27
7.59
Drainage Outlet Swale
NOT USED
NOT USED
Areas
Elev Up
Hydraulic Length
Elev do (ft)
Hydraulic Height
(ft)
Slope (%)
Qi (cfs)
Q2 (cfs)
Q10 (cfs)
Q25 (cfs)
Q100 (cfs)
Description
Outlet 1
0.00
0.00
C1, C2, D2
335.00
322.50
335.00
12.50
11.34
3.73
8.40
6.02
7.39
9.80
11.31
14.63
Outlet 2
0.00
0.00
C3, D6A
313.59
302.25
135.00
5.67
6.96
9.23
10.65
13.33
Outlet 3
0.00
0.00
C4, D9
290.00
278.12
241.00
11.88
4.93
5.14
6.31
8.37
9.65
12.02
Outlet 4
0.00
0.00
C5, D11
325.44
318.25
413.00
7.19
1.74
1.54
1.89
2.50
2.89
3.78
Outlet 5
Outlet 6
0.00
0.00
0.00
0.00
C6
D14A
305.00
291.37
265.00
13.63
5.14
2.68
3.29
4.36
5.03
6.52
308.50
288.50
240.00
20.00
8.33
0.87
1.06
1.41
1.63
2.12
Outlet 7
0.00
0.00
C7
300.00
289.00
248.00
11.00
4.44
1.74
1.63
2.16
2.49
3.22
Outlet 8
0.00
0.00
DivG, D18, D18A
272.50
258.00
241.00
14.50
6.02
2.58
3.16
4.20
4.84
6.31
Outlet 9
0.00
0.00
C10, D19
249.50
249.00
50.00
2.00
1.00
6.11
7.49
9.95
11.48
14.69
Outlet 10
0.00
0.00
D23
251.00
239.50
235.00
2.00
4.89
2.14
2.63
3.49
4.03
5.09
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CITYOFRALEIGH
III
Q
I
PUBLIC WORKS DEPARTMENT
REVISIONS DATE..911113 NOT TO SCALE
RIP RAP
LINED CHANNELS
SW-20.12
Maintenance:
Inspect level spreaders after every rainfall until vegetation is
established, and promptly make needed repairs. After the area
has been stabilized, make periodic inspections, and keep
vegetation in a healthy, vigorous condition.
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