20201141 Ver 1_Construction Drawing 8-08-20_20200904

Consultants
Surveyor
CES Group Engineers LLP
274 NC-16 Business, Denver, NC 28037
www.ces-group.net
P 704.489.1500
Civil Engineer
benesch
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, NC 28208
www.benesch.com
704.521.9880
Corp. NC License: F-1320
Structural Engineer
benesch
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, NC 28208
www.benesch.com
704.521.9880
Corp. NC License: F-1320
Water Resource Engineer
q Wq '� I L ]) L
FN(_,j1r4tI~R1NG
Wildlands Engineering, Inc.
1430 S Mint Street, Suite 104
Charlotte, NC 28203
www.wildlandseng.com
704.332.7754
Idlewild Road to Sam Newell Road
Mecklenburg County Park and Recreation Department
5841 Brookshire Boulevard
Charlotte, North Carolina 28216
UR�, cOG.4
Mecklenburg County
�- o= Park and Recreation
REC��P
-( I Site
molds t-
it I
Idlewild Rc
Park
aid
I Walrer H0
((
A.1-N ��R
Vicinity Map
Construction Plans
Preliminary - Owner Review
Schedule of Drawings
Cover Sheet
C1.0
Existing Conditions -Demolition Plan
C6.12 Bridge General Notes
C1.1
Existing Conditions -Demolition Plan
C7.0-C7.35 Main Trail - Cross Sections
C1.2
Existing Conditions -Demolition Plan
C7.36-C7.37 Keziah - Cross Sections
C1.3
Existing Conditions -Demolition Plan
C7.38-C7.41 Idlewild Road - Cross Sections
C1.4
Existing Conditions -Demolition Plan
C7.42 Sam Newell - Cross Sections
C1.5
Existing Conditions -Demolition Plan
C7.43 Sam Newell #2 - Cross Sections
C2.0
Overall Site Plan
SW.1 Overall Swim Buffer Impact and Mitigation Map
C2.1
Idlewild Park Trailhead Enlargement
SW.2-SW.5 Swim Buffer Impact and Mitigation Map
C3.0
Typical Sections
C3.1
Typical Sections
C4.0
Main Trail Plan & Profile 0+00 to 6+00
C4.1
Main Trail Plan & Profile 6+00 to 10+00
C4.2
Main Trail Plan & Profile 0+00 to 8+00
C4.3
Main Trail Plan & Profile 8+00 to 16+00
C4.4
Main Trail Plan & Profile 16+00 to 24+00
C4.5
Main Trail Plan & Profile 24+00 to 32+00
C4.6
Main Trail Plan & Profile 32+00 to 40+00
C4.7
Main Trail Plan & Profile 40+00 to 48+00
C4.8
Main Trail Plan & Profile 48+00 to 54+00 and Sam
Newell Connector 0+00 to 1+13
C4.9
Keziah Plan & Profile 0+00 to 5+29
C4.10 Lakeview Circle Loop Plan & Profile 0+00 to 8+00
C4.11 Lakeview Circle Loop Plan & Profile 8+00 to 14+36
C5.0
Erosion Control -Overall
C5.1
Erosion Control
C5.2
Erosion Control
C5.3
Erosion Control
C5.4
Erosion Control
C5.5
Erosion Control
C6.0
Erosion Control Details
C6.1
Erosion Control Details
C6.2
Construction Details
C6.3
Construction Details
C6.4
Structural Details
C6.5
Underpass Details
C6.6
Retaining Wall Details
C6.7
Typical Sections
C6.8
Boardwalk 1 Plan & Elevation
C6.9
Boardwalk 2 Plan & Elevation
C6.10 Bridge Layout
C6.11 Bridge Abutment Details
Date of Issue: 08/08/20

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IN,1 � 1` °+°° SHEET C1.2
■�' �� I IDLEWILD ROAD
1 SHEET C1.1 PARK
LEGEND
SHEET C1.5 .r
m m m mmob 00 m
CROWN POINT
ELEMENTARY
EXISTING SIGN
EIP
EXISTING IRON PIN
DEMOLITION/CLEARING NOTES
EXISTING LIGHT POLE
COS
EXISTING UTILITY POLE
1. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY PREPARED BY CES GROUP
DATED 01/03/2020.
R/W
RIGHT-OF-WAY
2. CONTRACTOR SHALL REMOVE EXISTING TREES, CONCRETE, ASPHALT AND OTHER EXISTING
HC
ACCESSIBLE SPACE
STRUCTURES INDICATED ON PLAN. CONTRACTOR TO DISPOSE OF ALL DEBRIS TO AN APPROVED
(LEGAL) OFF -SITE LOCATION.
EXISTING TREE TO REMAIN
3. PROTECT ADJACENT CURBS, TREES, BUILDINGS, UTILITIES AND OTHER ITEMS TO REMAIN FROM
DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR PAYMENT OF ANY DAMAGED
ITEMS TO REMAIN.
EXISTING TREE TO BE REMOVED
4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND
tiYo
EXISTING FIRE HYDRANT
UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT.
Ov
EXISTING WATER VALVE
5. CONTRACTOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES IMMEDIATELY TO ALFRED
BENESCH & COMPANY FOR DECISION.
®WM
EXISTING WATER METER
6. HATCHED AREA ON THIS PLAN INDICATES EXISTING WOODED AREA TO BE REMOVED. DUE TO A LACK
SO
EXISTING SEWER MANHOLE
OF AN INDIVIDUAL TREE SURVEY, TREE SAVE AREAS ARE SHOWN IN MASSES. CONTRACTOR SHALL
MAKE EVERY EFFORT TO SAVE ANY SPECIMEN TREES NEAR CLEARING LIMITS.
OD
EXISTING STORM MANHOLE
7. CONTRACTOR TO STAKE LIMITS OF DISTURBANCE AND REVIEW TREE REMOVAL WITH OWNER PRIOR
❑
TO COMMENCING WORK.
EXISTING DRAINAGE STRUCTURE
a °
EXISTING CLEANOUT
8. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS,
TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE SAVE AREA.
fXXX.X
EXISTING SPOT ELEVATION
9. CLEARING LIMITS ON THE PLAN INDICATE THE EXTENT OF ALL MAJOR CLEARING REQUIRED,
®GV
CONTRACTOR IS ALSO RESPONSIBLE FOR ANY INCIDENTAL CLEARING REQUIRED FOR MINOR
EXISTING GAS VALVE
DISCREPANCIES IN GRADE, UTILITY OR STORM PIPE INSTALLATIONS, EROSION CONTROL MEASURES,
ETC.
®GM
EXISTING GAS METER
Know what's below.
Call before you dig.
EXISTING ITEMS TO BE REMOVED
EXISTING PAVEMENT TO BE REMOVED
EXISTING TREES TO BE REMOVED
— — — — — —
SAWCUT LINE
=
EXISTING CURB AND GUTTER
PROPERTY LINE
—x—x—x—
EXISTING FENCE
PROPOSED CONSTRUCTION FENCE
UGE
EXISTING UNDERGROUND ELECTRIC LINE
OH/U
EXISTING OVERHEAD ELECTRIC LINE
T
EXISTING UNDERGROUND TELEPHONE LINE
FO/C
EXISTING FIBER OPTIC LINE
SS
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
G
EXISTING GAS LINE
— —
EXISTING CONTOUR LINE
EXISTING TREELINE
e
EXISTING UTILITY EASEMENTS
PGE
PROPOSED GREENWAY EASEMENT
TCE
TEMPORARY CONSTRUCTION EASEMENT
`
EXISTING WETLANDS
— — — — —
EXISTING FLOODWAY LINE
— - - - — - - - — —
EXISTING 100 YR FLOOD
0
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200 0 100 200 400
SCALE: 1 "=200'
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NOT FOR
Corp. NC license: F-1320
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
EXISTING
CONDITIONS -
DEMOLITION
PLAN
Sheet No:
C1
■

LEGEND I\\�� 1 . m SEE SHEET C1.3 / \
� / �o 00 E o
\\\\\\\\\\\\ EXISTING ITEMS TO BE REMOVED \ \ II / / / ' r7/� -/ // / \\ \ C" m 0 oCY)
EXISTING SIGN v hI \ E - N � ri
+It I / / // EXISTING o E U N
EIP EXISTING IRON PIN uIIII ;I 1 0 C ( PROPERTY LINE _ U cn z v Ln
EXISTING PAVEMENT TO BE REMOVED \ \ I Y►IIIi; `�1 +' `! II� I / / — \ ` \ °o > G v o
EXISTING LIGHT POLE \ I �II ��� I ` v `� ' PCCOCD
t
/ Y / \ BUFFER
EXISTING TREES TO BE REMOVED � � � � / o �
COS EXISTING UTILITY POLE \ `
SAWCUT LINE \ +�� ( / m a v
RAN RIGHT-OF-WAY — — — — — — \ \ I qI • \ 1\ / I
EXISTING CURB AND GUTTERI\ I I REROUTE EXISTING DIRT
HC ACCESSIBLE SPACE I ( � ��� \ ' \ ` ! \ WALKING PATH. \ \ Q
PROPERTY LINE t .01�I \ I\_ + MECKLENBURG COUNTY
�\ \ � � COORDINATE WITH PARK � \ _ �
EXISTING TREE TO REMAIN — I I \\�\ I I \ \ _ STAFF
—x—x—xEXISTING FENCE \ \�\11� \ \ \ \ \ I \— J — PROPERTY LINE }
EXISTING TREE TO BE REMOVED I \ _ 10000,
PROPOSED CONSTRUCTION FENCE �
EXISTING FIRE HYDRANT CY)
UGE EXISTING UNDERGROUND ELECTRIC LINE \\\\ \` \\ I \ \ y \ \\\\\\\ \ \\ \ \ +���� I o�+c, / — N
Wv OH/U EXISTING OVERHEAD ELECTRIC LINE I \ REMOVE EXISTING FENCE '`
® EXISTING WATER VALVE ��+ \\�� \ \ \
WM T EXISTING UNDERGROUND TELEPHONE LINE I \\`\\ �a\\\ \ \ \ \ \ \ I ` e
® EXISTING WATER METER / III \ \ \\\ \ ` 1 \ ` \`'� \ \
FO/C EXISTING FIBER OPTIC LINE
\ \ EXISTING SEWER MANHOLE BARRICADESR TO PROVIDE PEDESTRIAN
AND/OR CONSTRUCTION FENCE
EXISTING STORM MANHOLE C � p \ \
�
SS EXISTING SANITARY SEWER LINE l I �l � ,1. < •. '� �\ \\\\ TO PREVENT TRAFFIC FROM FOOTPATH / I \ \
\
�,ENTERING CONSTRUCTION LIMITS.
� — EXISTING WATER LINE `' pI 1 00 \ \ \ V
El
EXISTING DRAINAGE STRUCTURE J I NI•' �� \ \ \ \
G EXISTING GAS LINE I ' uJ 'Z y '}= �� \ \ \ \ \ \\`` 11 Seals:
\ \ \ \ \\ \ ` CENTERLINE OF DIRT FOOTPATH
o ° EXISTING CLEANOUT ` �I 6�t, � \ \ \ \ \ro \ \� \\ \ ` \`I I (APPROXIMATELY 3 FEET WIDE)
W.EXISTING CONTOUR LINE ��� ` \ 1
+XXX.X EXISTING SPOT ELEVATION \/ I + IIIIIII • III \ \ \ /\ \\ \\� \ \ \ 1 1 �\
Gv EXISTING TREELINE �A
® EXISTING GAS VALVE / 1IIIIIIi ? \\\ \\ \\ \\� I �\ PRELIMINARY
®GM EXISTING GAS METER e EXISTING UTILITY EASEMENTSNOT FOR
PGE PROPOSED GREENWAY EASEMENT I I J
10, �� +����I I �� +F� F F �� CONSTRUCTION
TCE TEMPORARY CONSTRUCTION EASEMENT , I I \\ �111I �` I `\ C:�w F F F F�,
I
` EXISTING WETLANDS rqI I �1k F F F
-- -- — EXISTING FLOODWAY LINE I I �' I , 1 F F F F F F F F I ` \ Corp. NC license: F-1320
EXISTING 100 YR FLOOD
F F `
/ i IIIIIII ' I o
/ DENUDED I F F '`\III % WETLAND AREA,
/ I LIMITS (TYP.)\ �^ i I F F F F F F Fl t �I DO NOT DISTURB.
•\ I � F F F F F F F FII F � I
1 O+ Q
f / / �+ I11\\`\\\\��• I1II M\\(�'\l" � bII
100 YEAR ,F�FFEMA FLOODWAY C� REMOVE EXISTING TREESFLOODPLAIN (TYP.)
\\
C:tI ('6
5
• II ��\ I F F F F F F F F/F / .O
L Z Ca
F F F F
REMOVE TREES, �IBII / I F F F F F U
HATCHED AREA (TYP.) �� �I9 0� 11 F F F F 1IF F F / / o /E
FC,4�
0 F
Cv //��/•/ F F F F F g F// F F // �� O
EXISTING CHARLOTTE 04// , (.�J �4° I F F F F F i/
WATER EASEMENT — _, �� F lF F F / % / / EXISTING EARTH 0 Z
TRAILS (TYP.)
+ —�� • / �. / r' — / / IDLEWILD PARK a) m 3:
/ CONTRACTOR TO PROVIDE �w� IRVINS CREE Y / / / J / O
PCCO TEMPORARY BRIDGE OVER STREAM. EXISTING SANITARY `� �� �\, • �—
/ REMOVE AT END OF PROJECT SEWER LINE w� 6 \�V� �p / i — ���"'''C / � =
BUFFER 7 r �+ 6� Q =—� / rI / /// / �+
EXISTING SANITARY SEWER +�� 6�0 /� \/ / _
a--+
EASEMENT PATH /' Ca
j CONTRACTOR TO PROVIDE _ // / 100 YEAR
3/- //• r / I / PEDESTRIAN BARRICADES _ / / / FLOODPLAIN
/ `�'� +�sop` // / ° / /// /j AND/OR CONSTRUCTION FENCE _ i / / /// / REMOVE EXISTING �� EXISTING SIDEWALK N
.v AVw��/ + ` , j< / / / / /// � TO PREVENT TRAFFIC FROM � � /// / // � ASPHALT TRAIL � �
'4' „�- ••'-- / /. , I / �j / / FOOTPATH ENTERING _ / /// / / // //�/ / J
�� .�_•-' / • LC' o �� © + �c /% // // CONSTRUCTION LIMITS.: /� /// /� j/
\ �5Cv�+ ,.r J / �C� SORE +ti 3 %�' / // / / - — /// / /// /j//// / SAWCUT / / I I •
\ �1` , _ 1�-- w r / i _ i /� /j / / // TRAIL I —
� r" // i / /oo� �� � REMOVE EXISTING
/ I �R 630'--- ��0 / I �� / l6ik� / / / — — — — , !i///// // /� / / / SIDEWALK _ SAWCUT
1 + \= 1 635• w� �/ r �D // /�q /� — / — _ ' EXISTING %/% //// /// /// / / / ( / �'� I SIDEWALK
Lm
635 , •�i • /'-� w° 3 o ,� kl i / - -, ^— TREES TO / // //i /
• % '� / / e- / //// / XISTING PICNIC I '
1 / •�� / — ' REMAIN \ w
/ �r //� ,� / _ _ /_._ �_ //j �// SHELTERS I \ \ 6
\ \ •-��'..y�...��.-•------630 loop /'• _ �� 3-�� / / / FEMA FLOODWAY / / / ��3 % // // / // / / // + / \
0000 (TYP.)
o c -%000' Project no:
/, I yI 640 c of pat F r I I / I ti \ i \ y Date:
• / �vw - f�� - - - '� I 1 I _ / \ I / 642 6� ' _ �- _ ------ X�--
~ , •' d i �—�-'`"��---' --- �-- / + � Revisions:
a o� �_�� ` PROPOSED TRAIL i 00
-
+ i" REMOVE EXISTING TREE 5(i CENTERLINE ALIGNMENT / %WIDE) / , '+ / l l / �' ' ( �� \� `
�- x � ---/ v - - - _
__ •+ / � CL OF DIRT FOOTPATH (6+/ ' / / / % � \' I Cp \ / -
\\\✓. + TEMPORARY CONSTRUCTION \/^ CUT
` STREAM PA
— EXISTING
+ � ENTRANCE C6.0 �� -
��� C� I I 4 �3°/ / / / / / _� EXISTING \ PARKING LOT
3 k- �� �� EXISTING TREES ti ( +� 6' / / / EXISTING FOOTPATH TO BE </ LIGHT TO / /r TO REMAIN
TO REMAIN 0) I �� �/ / / CLOSED DURING / REMAIN / ^
I I I I TEMPORARY CONSTRUCTION h' o + CONSTRUCTION OF IDLEWILD CONTRACTOR TO PROVIDE BARRICADES /
C6.0 ENTRANCE �w� �� \ o� /, / / CONNECTOR. AND/OR CONSTRUCTION FENCE TO 1/
I + ► ' k I �� ,% / v� � CLOSE PARKING LOT & SIDEWALK +
tiw +�� +w� tier jo/ \ �` DURING WORK. (TYP.) / Sheet Title:
+ o
+ %' A- � --_ EXISTING
\ +� SEE SHEET C1.0 FOR DEMO NOTES _
1 SAWCUT, REMOVE, &REPLACE � CONDITIONS
ANY SIDEWALK DAMAGED AT
CONSTRUCTION ENTRANCE ,ram •�•• �v \� • DEMOLITION
PLAN
EXISTING SIDEWALK / 000 WOW�\ Iwo
CONTRACTOR TO PROVIDE \
BARRICADES AND/OR \ / \\\ Sheet No:
CONSTRUCTION FENCE TO \\•
CLOSE SIDEWALK DURING _ Know what's below.
1 50 0 25 50 100
REMOVAL AND REPLACEMENT •'� \ Call before you dig.
SCALE: 1 "=50' C1 m2
17000264
08.08.20

I I
PCCO
BUFFER
- I
100 YEAR f •� \
FLOODPLAIN I
s• + DENUDED I FEMA FLOODWAY
s ��s LIMITS (TYP.) \ \ (TYP.)
EXISTING CHARLOTTE
WATER EASEMENT
EXISTING C s��s �%/2�'� • �_—---• \f �i \ I ��� \ \ \ I I r J
�� =���� 8� s OVERHEAD \ N
W ���� —s— �� ��1,� III POWER LINES
W sop sop 6.
79
2Ps\\\� �\ / — _j_ __ _=__� _____ _j�/IIII J �F�� I EXISTING SANITARY \\ I C
L sop — ���\\ r SEWER LINE
� �'� \ � \ \ Lwuvi u � i r � i i i v� - —. • • �� J — — � �� �„� � � � � � � �..'iiZ4y �.i"• "i
ss
119
EXISTING FENCE PROPOSED TRAIL
\ \ \ \\ \ EXISTING
(TO REMAIN) — — _\\ \ \\� PROPERTY LINE \ \ \ °�s CENTERLINE ALIGNMENT s +
a.
REMOVE TREES,, -
HATCHED AREA (TYP.) ss
l l l l 19( 0 !!y? -Ic, !S �/ / I.,/ S�+ \ 1 \ 1 ) +� \ \\ \ \ ��/ r \ 5
/ Fs6,"o b� ®!y \ \ ( s I \ \ \ / °xs % EXISTING TREES
/ /�I s Ss \ \, �o
�s TO REMAIN
sr / /I I�-\ — — • I
�9
,C \ l \� / / — /
I I \ s FEMA FLOODWAY
�\
LEGEND \
`6�p9
9
—� EXISTING SIGN \\\\\\\\\\\\ EXISTING ITEMS TO BE REMOVED
EXISTING IRON PIN EXISTING PAVEMENT TO BE REMOVED
EXISTING LIGHT POLE
EXISTING UTILITY POLE EXISTING TREES TO BE REMOVED
RIGHT-OF-WAY — — — — — — SAWCUT LINE
EXISTING CURB AND GUTTER
ACCESSIBLE SPACE
PROPERTY LINE
EXISTING TREE TO REMAIN
—x—x—x— EXISTING FENCE
EXISTING TREE TO BE REMOVED
PROPOSED CONSTRUCTION FENCE
UGE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING FIRE HYDRANT
OH/U
EXISTING OVERHEAD ELECTRIC LINE
®vv
EXISTING WATER VALVE
T
EXISTING UNDERGROUND TELEPHONE LINE
®WM
EXISTING WATER METER
FO/C
EXISTING FIBER OPTIC LINE
�S
EXISTING SEWER MANHOLE
SS
EXISTING SANITARY SEWER LINE
@D
EXISTING STORM MANHOLE
W
EXISTING WATER LINE
❑
EXISTING DRAINAGE STRUCTURE
co
G
EXISTING GAS LINE
0
EXISTING CLEANOUT
—
— XXX — —
EXISTING CONTOUR LINE
+XXX.X
EXISTING SPOT ELEVATION
EXISTING TREELINE
0GV
EXISTING GAS VALVE
e
EXISTING UTILITY EASEMENTS
®GM
EXISTING GAS METER
PGE
PROPOSED GREENWAY EASEMENT
TCE
TEMPORARY CONSTRUCTION EASEMENT
EXISTING WETLANDS
—
— — — —
EXISTING FLOODWAY LINE
EXISTING 100 YR FLOOD
100 YEAR
FLOODPLAIN
/ /77
�U
' W'
W
W
W
.NS CREEK
m
CC CONTRACTOR TO PROVIDE
TEMPORARY BRIDGE OVER STREAM.
REMOVE AT END OF PROJECT s
\ `1s \
\
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SEE SHEET C1.0 FOR DEMO NOTES
Know what's below.
Call before you dig.
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NOT FOR
J711,
Corp. NC license: F-1320
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
EXISTING
CONDITIONS -
DEMOLITION
PLAN
Sheet No:
C1
■
50 0 25 50 100
SCALE: 1 "=50'

MI
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1-7
FLOODPLAIN \
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\� /,11 62s
A V
AN
/ / \ `\\ � ` \ I I I l •;,� ,i� • ,/a / /// I ij it I�
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/ \� \ PCCO i \\i�/// /� ca',.m
\ \ - BUFFER I i \ ii li' / �0 1 it 1 11 111 1 \
EXISTING PROPERTY-\ \ I 6
LINES (TYP.)EXISTING
• -� / ' \ \�\�\\ DND UTILITY. SECAUT ON
\ / 60' kEZ/gH RDAD i
E LOCATION FOR/ DQ /20 5W PGV454
URNAROUND /
\ A -
ROAD CEM7'rr?L E �M \ �2�gti . /�/ �/ 0 EXISTING CULVERT 1
a UNDERNEATH `\\
6 30• \ V KEZIAH ROAD.
—00,
`\
i �.\.
\ /\ (TYPFEM.) FLOODWAY \ / — - --\ +� CONTRACTOR TO PROVIDE //�
STREAM \ \ BARRICADES AND/OR // ` s \\--N
x—x—x--x—x — — �%� — _ �� \l CONSTRUCTION FENCE TO
CLOSE SIDEWALK DURING it
�s J REMOVAL AND REPLACEMENT
EXISTING SANITARY
I I
� '—_^ � 1 \�\� \ SEWER LINE PROTECT
POWER / �// — /
o £�zs TEMPORARY CONSTRUCTION I + \ >
( LINES \� y I
z � '� / ` � � \\ \ / ENTRANCE / C6.0
CRE\\ 3 EXISTING POWER POLE
EK \\\\ / \ \ TO REMAIN
PROPOSED TRAIL ♦sue s� ,L;s; + so�/ / \` ` \�\ 6. x. //
CENTERLINE ALIGNMENT V,L� s\\ \ ��� / ( / REMOVE SIDEWALK, CURB %
+ 0\ / 3 / I / / \ \ RAMP, AND CURB AND GUTTER
s _ z �� " . \— POWER LINE \ ss 1 /
—sus `�+ — — — �♦ ' �s ♦ \�\� � s �� / ��` / \ �+// yy \ENTRANCE. (TO CONSTRUCTION
REPLACED
~�_ \ _---- -6�6 ar.% / 9�s / `\ �r / s• \/ s.+ APPROX22' / ss+ \
\ `+ -- — — \\ � / \ \ sus+ s� 3 I / --s �0 WITH 10' CURB RAMP)
EXISTING TREES s I'l
x EXISTING STREAM \ 1
�\ TO REMAIN-- — �_° + `' / /�� +.� `\ N�_�/////� ///j 1�` `\< <:��_?� s s�\� %// ///� // I �£\ o°�o�z9 \ �\ �o \ ,� \ \•
REMOVE TREES, amm\\` _ _ /
HATCHED AREA (TYP.) / / \ \ �'� -� z ��\�� cy
/ \ \ l
�zs \ s�+ \ PROPERTY LINE 2s ( �9z / \\ r/�/ s9 + o ss \> S CRFE ` — s �. ' sz / �, // J� `o \• \ 2s
�19 \ \— \—�^ / x9+ r G-1 nb S9+ Z9 ^� \ I ♦ +
198�9 ` \ (� I.
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\ \ \ \\ P.+ £<zs s+) \ ��•_ _ ( �9 ��- \ �. o
+sus � — _ \ ., � � '�• / � � � II 1 i � � \ ,�+ � £ � �� .L\\\
•� POWER LINE ^ ♦ _ \ �^ +
/\ s >�^s a'�so CCPRDINATE WITH COUNTY +
�`y `��' as d1D BENESCH TO REMOVE ! ' 9 �� n� �. ♦
�"9 �o `��y os �s DENUDED �
5PKING FENCE AT GATE \ \ LIMITS (TYP.) �s`•� �. _� \ �.\ L sus ss \ \ \ —N,
\\ zs FEMA FLOODWAY ` �•�• �s
PCCO (TYP.) i- / \ \ `s+ / ' £ + i \ �` \ + s \ \ \
BUFFER \ \ £9+ \ + r -' \ / _' \ \ •� + �s ! �� ♦ EK •\ n� ci
POSSIBLE LOCATION FOR
1VpJs��90 I s�'ti�s)sx �9+ s9 / TRUCKTURNAROUND
LEGEND �``' ��a9o�"� �'� �9 z9/+ (OPTIONAL) w�
` S oy Off' J O 9 `,Q iso %4"Os d 09 ` 9 / \ / s E -g \ \ x \ Sf / r ' l ! f \
— EXISTING SIGN \\\\\\\\\\\\ EXISTING ITEMS TO BE REMOVED ��y £s��o tieo 1-s / szs
odti �o�Y`y9 •\ CONTRACTOR TO PROVIDE \ %/ *i �" \ / +
EIP EXISTING IRON PIN PROTECTION FOR y ° \ \
EXISTING PAVEMENT TO BE REMOVED ` \ OVERHEAD POWER LINES //
Z�,
-0 EXISTING LIGHT POLE \ � s
COS ol
EXISTING UTILITY POLE EXISTING TREES TO BE REMOVED / / \ `'� \ \ st}� /�/ �// s� + s
R/W RIGHT-OF-WAY — — — — — — SAWCUT LINE \ / / �\ \ ` \ \ \ \ �' /x (( /� +£ / Ax O. I �?s
EXISTING CURB AND GUTTER \ \ ,_ / �\ \•`\ \ \ \ \\ \\�
HC ACCESSIBLE SPACE �� � \ Vi I
yl 9
PROPERTY LINE ` \ \ \'\\- .�� � \ \ \ + \ POW-R' LINE
APPRd'X25'
�`
EXISTING TREE TO REMAIN—x—x—x— EXISTING FENCE 1 U / s�ti s �� \ \ 2s\ \ \ \ ` \\\ + s
EXISTING TREE TO BE REMOVED / 100 YEAR \<�1db'1; sad (
PROPOSED CONSTRUCTION FENCE ( / FLOODPLAIN e�`£s! oOs921
tieoa�v ` •�\\\\ \� \ �\ ��' \\\ +
UGE EXISTING UNDERGROUND ELECTRIC LINE r �/�o �� \ \\\ \ • \ �£zs+
Zyrl I
EXISTING FIRE HYDRANT _ JI ^ �
® Oidti 9 \,\ \\ \\ \ 3 \ \ £�
vw EXISTING WATER VALVE OH/U EXISTING OVERHEAD ELECTRIC LINE ` \ \� /\ �9
T EXISTING UNDERGROUND TELEPHONE LINE v � / I \ � \ \\\ \` 1�\\ �
®wM EXISTING WATER METER x ZI a�
S\ EXISTING SEWER MANHOLE FO/C EXISTING FIBER OPTIC LINE /
SS EXISTING SANITARY SEWER LINE / \ SEE SHEET C1.5
OD
EXISTING STORM MANHOLE
W
EXISTING WATER LINE
❑
EXISTING DRAINAGE STRUCTURE
co
G
EXISTING GAS LINE
o
EXISTING CLEANOUT
—
EXISTING CONTOUR LINE
fXXX.X
EXISTING SPOT ELEVATION
EXISTING TREELINE
0GV
EXISTING GAS VALVE
e
EXISTING UTILITY EASEMENTS
®GM
EXISTING GAS METER
PGE
PROPOSED GREENWAY EASEMENT
TCE
TEMPORARY CONSTRUCTION EASEMENT
`
EXISTING WETLANDS
— — — — —
EXISTING FLOODWAY LINE
EXISTING 100 YR FLOOD
—ki
SEE SHEET C1.0 FOR DEMO NOTES
W 0
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g SCALE: 1 "=50'
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Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
EXISTING
CONDITIONS -
DEMOLITION
PLAN
Sheet No:
C1
■

LEGEND
\\\\\\\\\\\\ \
EXISTING ITEMS TO BE REMOVED
EXISTING SIGN
000
� �'r �W - Z .�� /' w
?I WEIP EXISTING IRON PIN EXISTING PAVEMENT TO BE REMOVED
=� U / i `� 3
W s'tzs \ / / \ �� Zk EXISTING LIGHT POLE
EXISTING UTILITY POLE EXISTING TREES TO BE REMOVED
W g �z9 \ /' I`- vi IV. 3 RAN RIGHT-OF-WAY - - - - - - SAWCUT LINE
r W 9 W
g szs U !I - - - - - - EXISTING CURB AND GUTTER
I HC ACCESSIBLE SPACE -- 30' UNION ELECTRIC PROPERTY LINE � ;
RIGHT-OF-WAY �
EXISTING TREE TO REMAIN
—x—x—x— EXISTING FENCE
EXISTING TREE TO BE REMOVED
PROPOSED CONSTRUCTION FENCE
UGE EXISTING UNDERGROUND ELECTRIC LINE
rl I ` \ ��/ EXISTING FIRE HYDRANT
♦= Xl x \ OH/U EXISTING OVERHEAD ELECTRIC LINE
I -
( wm EXISTING WATER VALVE
s �zs \ 3 v' T EXISTING UNDERGROUND TELEPHONE LINE
x I j/ r ®Wm EXISTING WATER METER
�'z9 \ Jf FO/C EXISTING FIBER OPTIC LINE
\ /\ EXISTING SEWER MANHOLE
goq SS EXISTING SANITARY SEWER LINE
I11 II[x ' a tizs U)/ REMOVE EXISTING FENCE / EXISTING STORM MANHOLE
II� \ I
0? z.�,zgx � � / / ;^_ EXISTING WATER LINE
\ ! PROPOSED TRAIL //�� ____ I 3 / / / / ❑ EXISTING DRAINAGE STRUCTURE
A� \ x ��\\ CENTERLINE ALIGNMENT �/ % / co
G EXISTING GAS LINE
I-, x j 1- f U DENUDED /// 9 /j o EXISTING CLEANOUT
�,z ti \ ` \ \ \\\ x \ ��z9 ` //// / - $- ` -J1 J LIMITS (TYP.) // / / / �/ - - XXX - EXISTING CONTOUR LINE
\ LL'1 / / +XXX.X EXISTING SPOT ELEVATION
m // j/ / J
�` -\ \\ ♦ �\ \ I // /I/ i LL1 i // / s CIS '' / ®Gv EXISTING GAS VALVE EXISTING TREELINE
9 \\ ��\`✓ '\ I //// / iCL EXISTING CHAINLINK j r
GM
\ \\ Z: FENCE TO REMAIN. / / / e EXISTING UTILITY EASEMENTS
Adve vent gn
Dg / / 9 5Z9 \ I ® EXISTING GAS METER
\ 0zs \ I I III IItjgt Y Cz9 / /// / PGE PROPOSED GREENWAY EASEMENT
Itu'Ch 11 sts odabo+' ew i ij / \ \
ti� 0 i GNP 1SUN e0 O / // s g / �( l l \ / TCE TEMPORARY CONSTRUCTION EASEMENT
— `- \ •. \ I I Iy1IIII x ��b3 ° H1N3Sb co EXISTING BACKSTOP j j // 0 ` �. ` S si9
_ waod a N TO REMAIN. / / ( ,�� x
/ // js / ` �\ �\ EXISTING WETLANDS
srs i I , "AD 100, / s S`// // /� `� \� _ _T — - - - — EXISTING FLOODWAY LINE
\ 9 \ x I E: 3p�R "aryE/ / �/ // / 0 x
-M x 1
• % \ \ 6 ti�9 ROAD CFNIFRm RC NE / / / / ` \
ozs� \\\\\\\ �\= - ti I ) 1 / ��- / SS� / ['�zs ♦ ���-...-...- EXISTING 100 YR FLOOD
1 Y 9 zzs \ \ f \�\ — \ ��\� \ I g 5 •�£s / Is �u?!", CH BASIN / 1000 / J / /
8�s /
—3 3 PROTECT \ \ \\ - - ;_ �\ / / / / k o000 + 86
\\ `%: \ \ \ \ \ 1 \ \ / r 62 .58' 24" RCP SW /
\ �� \\\��, \I \ 48' 24" RCP N �// / / c L //� �� �Ox // //~ \ r lg \ /
/ ? I OVERHEAD\• �\ \ I I \ \ \ \ �\ \ \ \ 1✓ - - II \ \ /� / 5 x
sce �• \ \ \ _ I / s'tizs EXISTING GRAVEL \
POWER LINES x \ \ \ \ � \� \ \ \ -- -� -__ I I I \ // / � / / / %
IAPPROX 25' I \ a 1000 /00 _ _ / 000 TRAIL / (�" sis
\J \\\\ \\\ \ \`_\\//\J/� I CATC BASIN / / 101,
// \ 7/
r � ' I �\ \\\\ •'�\ � Z � \ \ \ \'� �— — �/ \ RIM:631 00' TC / / / / / / / � 9'LZg / x ` � /
_ 5.72' 24" RCP S \� S i / / 9'0Z9
\ \ \ in
\\ \\ \\\ \` \ / \ \ 5.81' 24" RCP N / /" i / / k / , ��/ 1 1
g /+� _� / / f 66+00�
oz9x
( \ \ •'\\ \ EXISTING SANITARY , r __`�- \ \ \ - III I I I / SS/ �/' / / 9
SEWER LINE _�_ �so
PROTECT EXISTING I s.0 sf / // / /i abs od `sass zs
\\ \ / I l ♦ G NOubso l z x
REMOVE TREES, •� \ \ � SIDEWALK (TYP.) ` \ \ / x � i / a do 100 YEAR / � � �- - \ � / X//
\ HATCHED AREA (TYP.) c.• \\\ \` - \ I \ 0 / /� // k60 / 3uoiaeo w FLOODPLAIN
—\�\ �\� `•\ \�\' 7\g jI \ \ /, \\ \ \' I I m/ r / / / \ ` 2 / / b0aso°£d 8 ozs
#MON l z \9
old s JZg z ozy //
/
\ v\ \ I I I / �� \ EXISTING GRAVEL / J \ a 'o
/ I \\\\ \ REMOVE EXISTING \ III / / \ \ /s� /
TEMPORARY CONSTRUCTION PARKING LOT TO x x ^\ s a /
SIDEWALK ti 6 s r - g Zzs
C6.0 ENTRANCE \ REMAIN y� \ �O
9 /rJZ9 \ PCCO Jzg\ I I �zgl BUFFER r
9S` \'zg 11,
J/
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1
FEMA FLOODWAY \ /� \ \\\ I I O I I / / FEMA FLOODWAY
(TYP.) / r / \ �\ x ,� f I I II / X�0 TEMPORARY CONSTRUCTION ` ( /� / /r- % / z / � g.
\ k�zs TYP
ENTRANCE C6.0 8�zs� ; //
aozs I I III Ii I L x �\ z /I �a�Zs /�' .l / �// //
I
\\ ti0zs \\\ \\ \1� III I c CONTRACTOR TO EITHER \ / /� // /�i�
I I I / I RI ' c x REMOVE AND REPLACE OR �J I �/
B S \ 1 2 . " RC E PROTECT EXISTING SIDEWALK \ /
\ x \\ ♦ �\ \� 3lc �� oti0ri't 2j. 2 . 24 S DURING CONSTRUCTION I\\ / ,N �- / s gas �^ ✓ / / ✓ \ / / / / f
\ ZOZ9 \ \ i �, lSN(v 1Z 1 �. 5' RCP 43' 24� Z 9'logk I / / / / / / \ //
\� \ s��a,:1° Y I ► I I I / _ ♦ / / x \\ x i x p, /
pi, � CY�rY�\l WR i I III�lLI W 0 1 \/� k� \/// szzs �\ �bkoo '// J// / /^ �/j j ✓// / /
\ \t111 jl 1 H H w k ' ti'�zs / �C /
2 3' TC S l \ 1 �
�sz od `tsi \ STREAM `_1 \ \\ I E. 2 .o .' \_ i �- /
/ / / �aJ3�9�bN3N10�ba3°J \\ Z9 // / ^ �� _� ® \ \�` g '�\` I II/ \ \ x v / j I /— / 9 8L9
/ l,bZry2Jod N 113a3^3 \ \ 1 , / �// ��� \ - � 9 ZZ / ` / / _ i �-
/ zo-�sl-ssa # o Il s iz9 \ �� \ '� \ xs 2zs p \ / / / /
\ x / / / / 100 YEAR
_ i \ \\\� O / -Z / / FLOODPLAIN i
\ I I x \ w / EXISTING LIGHT
x 9'61 \
�'ozs� Ls�s � � \ � �POSTTOREMAIN-
\ l 'EXISTING RIP RAP TO REMAIN __ �/ j / .� \ - J EXISTING BRIDGE I 7/ /'• -//�/ j /� / \
UNLESS REMOVAL IS NEEDED _ �!� J /II i �� \�\\ s \ TO REMAIN / / /
FOR NEW GREENWAY TRAIL. _ , /
// / / / - I
ti 2Zg x J T = \ \ IRVINS CREEK J / /�•' i / /
\ 24.71' 15' CP NW \ PCCO 1
/ \ \o.-T�' \ \_�.--:•.�_ /� /� BUFFER 1
J/ IE: 624.53 15/CMP SE / /*i' / / Z L g \ 5� 1 \\ _ \ \1 — —
x LN 9. k'zzs J\//
/I III I 11 i/�
,LN M I I I I I zra -A 18k I _ ".� — — I _ _ ,,.�// / 1 \,
7 IE: 24.�� " 5�i
/ k 42 ( / ` 19
C 0�g \; \ \1 /+ + CONTRACTOR TO PROVIDE
I / \ c BASIN x \\ +� BARRICADES AND/OR
CATCH BASIN " CONSTRUCTION FENCE TO
r RIM: 6 .41' �C + + _ \
RIM:634.69' TC I � / � IE: 6 l�' 15"FRCP E\ \ n10
E: 630.30' 15 RCP NE IE: OS`s1,5" RCAN \} ` \ / j CLOSE BRIDGE WHEN
\ E: 630.28' 15" �CP W — 6 09' 15\RCP `S \ \ / / —'WORKING AT OTHER SIDE. .
SEE SHEET C1.0 FOR DEMO NOTES
W QD
Know what's below.
Call before you di . 50 0 25 50 100
g SCALE: 1 "=50'
mo 00 E 00
C Ln O 00
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Seals:
-NOT F O .-
Corp. NC license: F-1320
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
EXISTING
CONDITIONS -
DEMOLITION
PLAN
Sheet No:
C1
■

PID # 193-161-04
NOW OR FORMERLY
MECKLENBURG COUNTY
DEED BOOK 4334, PAGE 48
10512 IDLEWILD ROAD
MATTHEWS, NC 28105
\ LIMB UP AND CLEAR
\ o EXISTING TREES TO
\ IMPROVE ROAD VISIBILITY
\\ O
I
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61
NEW LOCATION OF MONUMENT
IDLEWILD PARK DRIVEWAY
610
.\
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REMOVE EXISTING SIDEWALK
/
O / O
I
/ PROTECT EXISTING
SIDEWALK (TYP.)
0 0
O
\ O
\ o
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0
0
N
REMOVE EXISTING 36" OAK
\
\
\
\
\
\
\
\
\
\
\
\ REMOVE EXISTING MONUMENT
AND RELOCATE TO OTHER SIDE
1 \ OF CROSSWALK \
0
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LEGEND
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\\\\\\\\\\\\
EXISTING ITEMS TO BE REMOVED
f6 r, J 00
EXISTING SIGN
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EIP
EXISTING IRON PIN
EXISTING PAVEMENT TO BE REMOVED
o U N
U cn Z v Ln
U
Zk
EXISTING LIGHT POLE
co
M v o
EXISTING TREES TO BE REMOVED
—
N 0
EXISTING UTILITY POLE
R/W
RIGHT-OF-WAY
— — — — — —
SAWCUT LINE
v a t
m v U
—
EXISTING CURB AND GUTTER
v c
HC
ACCESSIBLE SPACE
o
PROPERTY LINE
tt
Q �
0
EXISTING TREE TO REMAIN
v
�
—x—x—x—
EXISTING FENCE
v
EXISTING TREE TO BE REMOVED
PROPOSED CONSTRUCTION FENCE
a
a
UGE
EXISTING UNDERGROUND ELECTRIC LINE
rn
Zy
EXISTING FIRE HYDRANT
cm
OH/U
EXISTING OVERHEAD ELECTRIC LINE
N
®�
EXISTING WATER VALVE
T
EXISTING UNDERGROUND TELEPHONE LINE
®WM
EXISTING WATER METER
FO/C
EXISTING FIBER OPTIC LINE
�S
EXISTING SEWER MANHOLE
SS
EXISTING SANITARY SEWER LINE
�D
EXISTING STORM MANHOLE
EXISTING WATER LINE
❑
EXISTING DRAINAGE STRUCTURE
0
EXISTING CLEANOUT
G
EXISTING GAS LINE
Seals:
o
— — XXX —
EXISTING CONTOUR LINE
+XXX.X
EXISTING SPOT ELEVATION
0GV
EXISTING GAS VALVE
EXISTING TREELINE
PRELIMINARY
lu�u'll��lll� lua�12lunuVl lu�u( �u(
RE I I AR
e
EXISTING UTILITY EASEMENTS
®GM
EXISTING GAS METER
�p®T
N
PGE
PROPOSED GREENWAY EASEMENT
If-®I�
CONSTRUCTION
TCE
TEMPORARY CONSTRUCTION EASEMENT
`
EXISTING WETLANDS
— — • — — • —
EXISTING FLOODWAY LINE
Corp. NC license: F-1320
EXISTING 100 YR FLOOD
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
EXISTING
CONDITIONS -
DEMOLITION
PLAN
Sheet No:
C 1
0
SEE SHEET C1.0 FOR DEMO NOTES
Know what's below.
Call before you dig.
20 0 10 20 40
SCALE: 1 "=20'

J zto�
j 1
.00
0m ---0)11 4w,
m
0
3 SHEET C4. I •.
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1
SHEET C2.1
1rIDLEWILD ROAD
PARK
SHEET C2.1
I
\ I
\ I
\ I
r.• r.. r%
T
EIP
R/W
HC
0
EXISTING SIGN
PROPOSED SIGN
EXISTING IRON PIN
EXISTING LIGHT POLE
EXISTING UTILITY POLE
RIGHT—OF—WAY
ACCESSIBLE SPACE
EXISTING TREE TO REMAIN
EXISTING FIRE HYDRANT
# OF PARKING SPACES
CENTERLINE
®
ACCESSIBLE RAMP
•B
PROPOSED BOLLARD
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
x=•• SHEET C4.10.—
CROWN POINT
ELEMENTARY
PROPOSED FLUSH CURB AND GUTTER
--�
PROPERTY LINE
E
EXISTING EASEMENT
TCE
TEMPORARY CONSTRUCTION EASEMENT
PGE
PERMANENT GREENWAY EASEMENT
—x—x—x—
EXISTING FENCE
•
PROPOSED FENCE
OH/U
EXISTING OVERHEAD UTILITY LINE
EXISTING ASPHALT PAVEMENT
PROPOSED STANDARD DUTY ASPHALT PAVEMENT
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED ASPHALT OVERLAY
a ae<
PROPOSED VEHICULAR CONCRETE PAVEMENT
200 0 100 200 400
SCALE: 1 "=200'
a000
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f`1 NAB
NOT FOR
Corp. NC license: F-1320
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
OVERALL SITE
PLAN
Sheet No:
C2*0

EXISTING SIDEWALK
I
A,RKING / SIGNAGE 3
/ STRIPING DETAIL C6.2 !
EXISTING ASPHALT PARKING LOT
x
680,5
PROJECT LIMIT LINE
I PARKING LOT
C6.3 PAVEMENT
-----� SECTION
/ J
— — — — — — — — �
I
3.6
7 PROP DOV
J C6.2 BOLLARD
1'-6" CURB &
GUTTER C6.2
� okoo
CONCRETE DRIVEWAY APRO
� a
R o8;
PERMANENT 2 \
BOLLARD C6.2 a
I----------
CONCRETE 5 `�
SIDEWALK (TYP.)
686A
X
\
1
NEW 4" WHITE PAINTED LINES \ \
I
I \I
w
1
4
17.2'
i
EXISTING LIGHT POLE TO REMAIN
x
08�8
6" CONCRETE CURB
C6.2
8,_ 6
\ NEW GREENWAY- SEE SHEET C4.0
FOR CONTINUATION
11
co
°N/u
°H/u
off/u \ \ \
oN/u
PROPOSED SIDEWALK \�
°H
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\ 0
— — _ O
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FND XX E�
P fP ON /
0
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\ \ EXISTING CURB & GUTTER
6s
8\
LEGEND
-�
EXISTING SIGN
T
PROPOSED SIGN
EIP
EXISTING IRON PIN
z
EXISTING LIGHT POLE
EXISTING UTILITY POLE
R/W
RIGHT-OF-WAY
He
ACCESSIBLE SPACE
0
EXISTING TREE TO REMAIN
EXISTING FIRE HYDRANT
# OF PARKING SPACES
CENTERLINE
®
ACCESSIBLE RAMP
•B
PROPOSED BOLLARD
m
o
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\
/ "/`'
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EXISTING C lUL ERT \
I \
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PAINTED OSSWALK \
I
EXISTING MONUMENTS N
�R MOVE AND REPLACE CURB
G�JTER
O
I \ \ \
O \\ \\ \ \
0
O ° ° \ \\ G \\ \\ \\
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPOSED FLUSH CURB AND GUTTER
--�
PROPERTY LINE
—x—x—x—
EXISTING FENCE
• •—
PROPOSED FENCE
OH/U
EXISTING OVERHEAD UTILITY LINE
EXISTING ASPHALT PAVEMENT
PROPOSED STANDARD DUTY ASPHALT PAVEMENT
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED ASPHALT OVERLAY
e;a
PROPOSED VEHICULAR CONCRETE PAVEMENT
a000
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co
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f`1 NAB
NOT FOR
0T `0a
Corp. NC license: F-1320
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
IDLEWILD PARK
ENLARGEMENTS
Sheet No:
C2*
10 0 5 10 20
SCALE: 1 "=10'

2% CROSS SLOPE
(LEFT OR RIGHT, SEE PLAN)
9
2.0" S9.513 ASPHALT
SURFACE COURSE
SHOULDER (TYPICAL
5'SHOULDER I 5'SHOULDER BOTH SIDES)
12' ASPHALT TRAIL
BACK FILL SHOULDER
-7
WITH CLEAN SOIL.
�J PER PLAN _PER PLAN
__ _ _ _
1 ABCL3
IFT1 3 1
EXISTING GRADE 17'
EXCAVATION AS NEEDED TO (MIN.) 6" AGGREGATE BASE COURSE EXISTING GRADE
REMOVE TOPSOIL AND ROOTMAT. �2'
VERLAP (ABC). COMPACT TO 95% STD.
(4 INCHES MINIMUM) PROCTOR (ASTM D698).
PREPARED SUBGRADE.
TX-5 GEOGRID 3 METER ROLL DOUBLE COMPACT TO 95% STD.
WIDTH. 2.0 FT MINIMUM OVERLAP PROCTOR (ASTM D698).
1 12' Asphalt Trail Section (61' Base Course, No Ditches)
N.T.S.
STA 0+00.00 TO STA 1+20 (LEFT PAVEMENT CROSS SLOPE)
EXISTING GRADE
2% CROSS SLOPE
(LEFT OR RIGHT, SEE PLAN)
2.0" S9.513 ASPHALT SURFACE
COURSE
5'SHOULDER
SHOULDER (TYPICAL
BOTH SIDES) DRAINAGE DITCH
(TYPICAL BOTH SIDES)
BACK FILL SHOULDER
17' WITH CLEAN SOIL.
2'(MIN)
12" AGGREGATE BASE COURSE
OVERLAP (ABC). COMPACT TO 95% STD.
EXCAVATION AS NEEDED TO PROCTOR (ASTM D698). EXISTING GRADE
REMOVE TOPSOIL AND ROOTMAT.
(4 INCHES MINIMUM) TX-5 GEOGRID 4 METER ROLL.
CENTER UNDER TRAIL
TX-5 GEOGRID 3 METER ROLL DOUBLE PREPARED SUB G RADE.
A COMPACT
WIDTH. 2.0 FT MINIMUM OVERLAP PROCTOR (ASTM
T /o STD.
STM D698).
12' Asphalt Trail Section (12" Base Course, Ditch on Both Sides)
N.T.S.
STA 1+20 TO STA 4+78 (LEFT PAVEMENT CROSS SLOPE)
STA 5+03 TO STA 8+72 (LEFT PAVEMENT CROSS SLOPE)
STA 16+40 TO STA 24+40 (LEFT PAVEMENT CROSS SLOPE)
STA 25+00 TO STA 26+30 (LEFT PAVEMENT CROSS SLOPE)
STA 33+17 TO STA 34+62 (LEFT PAVEMENT CROSS SLOPE)
STA 37+75 TO STA 38+15 (LEFT PAVEMENT CROSS SLOPE)
STA 40+20 TO STA 42+32 (LEFT PAVEMENT CROSS SLOPE)
STA 51+70 TO STA 53+00 (RIGHT PAVEMENT CROSS SLOPE)
2% CROSS SLOPE 2.0" S9.5B ASPHALT SURFACE
(LEFT OR RIGHT, SEE PLAN) COURSE
5'SHOULDER I 5'SHOULDER
12' ASPHALT TRAIL
�r PER PLAN
3 =1 N -III-III -
1 � II ;�; < <"" ;" L '4 " 2 � ITT
ABCLIFT2, -
SHOULDER (TYPICAL
BOTH SIDES) DRAINAGE DITCH
i1 3
3
= 1 1 11 11
„N '"�-47 _ _ _ ABC LIFT 1
L _ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=III=
= III-IIIII -III=IIIIIIIIIIIIIIIIIIIIIIII=IIII
- z 1 I I I I I I I I1 � 111-1 I I I 1111111111111111-1 I_
BACK FILL SHOULDER
17' WITH CLEAN SOIL.
EXISTING GRADE 2'(MIN.) 12" AGGREGATE BASE COURSE
OVERLAP (ABC). COMPACT TO 95% STD.
EXCAVATION AS NEEDED TO 2 PROCTOR (ASTM D698). EXISTING GRADE
REMOVE TOPSOIL AND ROOTMAT. TX-5 GEOGRID 4 METER ROLL.
(4 INCHES MINIMUM) CENTER UNDER TRAIL
TX-5 GEOGRID 3 METER ROLL DOUBLE PREPARED SUBGRADE.
WIDTH. 2.0 FT MINIMUM OVERLAP COMPACT TO 95% STD.
PROCTOR (ASTM D698).
�'Asphalt Trail Section (12" Base Course, Ditch on Right Side)
N.T.S.
STA 8+72 TO STA 11+50 (LEFT PAVEMENT CROSS SLOPE)
STA 42+33 TO STA 42+65 (LEFT PAVEMENT CROSS SLOPE)
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(4 INCHES MINIMUM) PROCTOR (ASTM D698).
TX-5 GEOGRID 4 METER ROLL.
TX-5 GEOGRID 3 METER ROLL DOUBLE CENTER UNDER TRAIL
WIDTH. 2.0 FT MINIMUM OVERLAP PREPARED SUBGRADE.
COMPACT TO 95% STD.
PROCTOR (ASTM D698).
2 12' Asphalt Trail Section (12" Base Course, No Ditches)
N.T.S. Seals:
STA 8+72 TO STA 11+50 (LEFT PAVEMENT CROSS SLOPE)
STA 42+32 TO STA 42+93 (LEFT PAVEMENT CROSS SLOPE) ji SON A STA 43+58 TO STA 44+24 (RIGHT PAVEMENT CROSS SLOPE) PRELO����//��
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STA 53+00 TO STA 53+32 (RIGHT PAVEMENT CROSS SLOPE) IDIOT F®R
CONSTRUCTION
Corp. NC license: F-1320
2% CROSS SLOPE 2.0" S9.513 ASPHALT SURFACE
(LEFT OR RIGHT, SEE PLAN) COURSE
5'SHOULDER I 3'SHOULDER
12' ASPHALT TRAI L
SHOULDER
DRAINAGE DITCH
EXISTING GRADE (TYPICAL BOTH SIDES)
� PER PLAN_- -PER PLAN � � � -
3:
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EXCAVATION AS NEEDED TO TX-5 GEOGRID 4 METER ROLL. M �
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(4 INCHES MINIMUM) Q
PREPARED SUBGRADE. Q
COMPACT TO 95% STD. 4-J
TX-5 GEOGRID 3 METER ROLL DOUBLE PROCTOR (ASTM D698).
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0
12' Asphalt Trail Section (12" Base Course, Ditch on Both Sides, Narrow Right Shoulder)
4 N.T.S. ate-+
STA 24+40 TO STA 25+00 (LEFT PAVEMENT CROSS SLOPE) �
STA 26+30 TO STA 26+90 (LEFT PAVEMENT CROSS SLOPE)
STA 34+62 TO STA 36+75 (LEFT PAVEMENT CROSS SLOPE)
STA 38+15 TO STA 40+20 (LEFT PAVEMENT CROSS SLOPE) (A -0
2% CROSS SLOPE 2.0" S9.513 ASPHALT SURFACE
(LEFT OR RIGHT, SEE PLAN) COURSE
� Project no: 17000264
5'SHOULDER 12' ASPHALT TRAIL E 11 I 3' SHOULDER Date: 08.08.20
EXISTING GRADE Revisions:
�r PER PLAN_ PER'_"" EXISTING GRADE
(V
3 _ _ 3
1I �J1�111 ABC LIFT 2 . =III=III=1
ABC LIFT 1 '" �1
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_ ___ WITH CLEAN SOIL.
v-
12" AGGREGATE BASE COURSE
17 (ABC). COMPACT TO 95% STD.
2'(MIN.) PROCTOR (ASTM D698).
EXCAVATION AS NEEDED TO OVERLAP TX-5 GEOGRID 4 METER ROLL.
REMOVE TOPSOIL AND ROOTMAT. CENTER UNDER TRAIL
(4 INCHES MINIMUM) PREPARED SUBGRADE. Sheet Title:
TX-5 GEOGRID 3 METER ROLL DOUBLE COMPACT TO 95% STD.
WIDTH. 2.0 FT MINIMUM OVERLAP PROCTOR (ASTM D698). TYPICAL
6 12' Asphalt Trail Section (12" Base Course, No Ditches, Narrow Right Shoulder) SECTIONS
N.T.S.
STA 11+50 TO STA 13+00 (LEFT PAVEMENT CROSS SLOPE)
STA 13+55 TO STA 16+40 (LEFT PAVEMENT CROSS SLOPE)
Sheet No:
C3*0

2% CROSS SLOPE
2.0" S9.513 ASPHALT SURFACE
(LEFT OR RIGHT, SEE PLAN)
COURSE
DRAINAGE DITCH
5'SHOULDER I
5'SHOULDER
12' ASPHALT TRAIL
SHOULDER (TYPICAL
BOTH SIDES)
EXISTING GRADE
PLAN
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PER PLAN
3 = N
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-III IIIIII
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BACK FILL SHOULDER
17 WITH CLEAN SOIL.
EXCAVATION AS NEEDED TO 2'(MIN.) 12" AGGREGATE BASE COURSE
REMOVE TOPSOIL AND ROOTMAT. OVERLAP (ABC). COMPACT TO 95% STD.
(4 INCHES MINIMUM) PROCTOR (ASTM D698).
TX-5 GEOGRID 3 METER ROLL DOUBLE TX-5 GEOGRID 4 METER ROLL.
WIDTH. 2.0 FT MINIMUM OVERLAP CENTER UNDER TRAIL
PREPARED SUBGRADE.
COMPACT TO 95% STD.
PROCTOR (ASTM D698).
12' Asphalt Trail Section (12" Base Course, Ditch on Left Side)
N.T.S.
STA 27+16 TO STA 33+17 (LEFT PAVEMENT CROSS SLOPE)
STA 44+24 TO STA 50+29 (RIGHT PAVEMENT CROSS SLOPE)
STA 51+38 TO STA 51+70 (RIGHT PAVEMENT CROSS SLOPE)
2% CROSS SLOPE 2.0" S9.5B ASPHALT
(LEFT OR RIGHT, SEE PLAN) SURFACE COURSE
SHOULDER (TYPICAL
5'SHOULDER 5'SHOULDER BOTH SIDES)
10' ASPHALT TRAIL
BACK FILL SHOULDER
WITH CLEAN SOIL.
PER PLAN _ PER PLAN
1 �IIIIIIIIIII `° ABC LIFT 1 3'51
1111111\ III -
z -
-17- EXISTING GRADE
EXCAVATION AS NEEDED TO 2'(MIN.)
REMOVE TOPSOIL AND ROOTMAT. OVERLAP 6" AGGREGATE BASE COURSE
(4 INCHES MINIMUM) (ABC). COMPACT TO 95% STD.
PROCTOR (ASTM D698).
TX-5 GEOGRID 3 METER ROLL DOUBLE PREPARED SUBGRADE.
WIDTH. 2.0 FT MINIMUM OVERLAP COMPACT TO 95% STD.
PROCTOR (ASTM D698).
3 10' Asphalt Trail Section (6" Base Course, No Ditch)
N.T.S.
KEZIAH CONNECTOR - STA 0+00 TO STA 1+02 (RIGHT PAVEMENT CROSS SLOPE)
KEZIAH CONNECTOR - STA 4+31 TO STA 4+94 (RIGHT PAVEMENT CROSS SLOPE)
SAM NEWELL CONNECTOR - STA 0+00 TO STA 1+09 (RIGHT PAVEMENT CROSS SLOPE)
2% CROSS SLOPE
(LEFT OR RIGHT, SEE PLAN)
DRAINAGE DITCH
EXISTING GRADE
'
3
1
3 =
111111111111111 111111 -11 11 1I 11AI1 1I1 1II-
2.0" S9.513 ASPHALT
SURFACE COURSE
SHOULDER (TYPICAL
5'SHOULDER I 5'SHOULDER BOTH SIDES)
10' ASPHALT TRAIL
BACK FILL SHOULDER
WITH CLEAN SOIL.
PER PER PLAN
iv 3
ABC LIFT 1 3
_ GR
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-III- EXISTING ADE
z
17'
EXCAVATION AS NEEDED TO 2'(MIN.) 6" AGGREGATE BASE COURSE
REMOVE TOPSOIL AND ROOTMAT. OVERLAP (ABC). COMPACT TO 95% STD.
(4 INCHES MINIMUM) PROCTOR (ASTM D698).
TX-5 GEOGRID 3 METER ROLL DOUBLE PREPARED SUBGRADE.
WIDTH. 2.0 FT MINIMUM OVERLAP COMPACT TO 95% STD.
PROCTOR (ASTM D698).
5 10' Asphalt Trail Section (6" Base Course, Ditch on Left Side)
N.T.S.
IDLEWILD PARK CONNECTOR - STA 3+25 TO STA 7+62 (LEFT PAVEMENT CROSS SLOPE)
DRAINAGE DITCH
EXISTING GRADE
33
� 1
3
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2% CROSS SLOPE 2.0" S9.513 ASPHALT SURFACE
(LEFT OR RIGHT, SEE PLAN) COURSE
5'SHOULDER I 5'SHOULDER
10' ASPHALT TRAIL
�r� PER PLAN
N III
IIIII ABC LIFT 2 "
LIII=IIm rn
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ABC LIFT 1
EXCAVATION AS NEEDED TO
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(4 INCHES MINIMUM)
TX-5 GEOGRID 3 METER ROLL DOUBLE
SHOULDER (TYPICAL
BOTH SIDES)
3
EXISTING GRADE
1
BACK FILL SHOULDER
17 WITH CLEAN SOIL.
2'(MIN.) 12" AGGREGATE BASE COURSE
OVERLAP (ABC). COMPACT TO 95% STD.
PROCTOR (ASTM D698).
TX-5 GEOGRID 4 METER ROLL.
WIDTH. 2.0 FT MINIMUM OVERLAP PREPARED SUBGRADE. CENTER UNDER TRAIL
COMPACT TO 95% STD.
PROCTOR (ASTM D698).
10' Asphalt Trail Section (12" Base Course, Ditch on Left Side)
N.T.S.
KEZIAH CONNECTOR - STA 1+17 TO STA 4+56 (RIGHT PAVEMENT CROSS SLOPE)
SHOULDER (TYPICAL
BOTH SIDES)
BACK FILL SHOULDER
WITH CLEAN SOIL.
EXISTING GRADE
2% CROSS SLOPE
(LEFT OR RIGHT, SEE PLAN)
5'SHOULDER
10' ASPHALT TRAIL
2.0" S9.513 ASPHALT
SURFACE COURSE
5'SHOULDER
PER PLAN
3
z
17'
EXCAVATION AS NEEDED TO 2'(MIN.) 6" AGGREGATE BASE COURSE
REMOVE TOPSOIL AND ROOTMAT. OVERLAP (ABC). COMPACT TO 95% STD.
(4 INCHES MINIMUM) PROCTOR (ASTM D698).
PREPARED SUBGRADE.
COMPACT TO 95% STD.
TX-5 GEOGRID 3 METER ROLL DOUBLE PROCTOR (ASTM D698).
WIDTH. 2.0 FT MINIMUM OVERLAP
Asphalt Trail Section (6" Base Course, Ditch on Right Side)
N.T.S.
IDLEWILD PARK CONNECTOR - STA 7+62 TO STA 10+04 (LEFT PAVEMENT CROSS SLOPE)
2% CROSS SLOPE
(LEFT OR RIGHT, SEE PLAN)
DRAINAGE DITCH
� 1 I I-1 I I� 1 1 I I III III-11I
5'SHOULDER
10' ASPHALT TRAIL
PER PLAN
77777
(V
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ABC LIFT 1
DRAINAGE DITCH
3
EXISTING GRADE
2.0" S9.513 ASPHALT
SURFACE COURSE SHOULDER (TYPICAL
BOTH SIDES)
5'SHOULDER BACK FILL SHOULDER
WITH CLEAN SOIL.
DRAINAGE DITCH
PER PLAN (TYPICAL BOTH SIDES)
3 _
3'I 1-1-1-1 1 3
}III I -III II I II
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17'
EXCAVATION AS NEEDED TO 2'(MIN.) 6" AGGREGATE BASE COURSE
REMOVE TOPSOIL AND ROOTMAT. OVERLAP (ABC). COMPACT TO 95% STD.
(4 INCHES MINIMUM) PROCTOR (ASTM D698).
TX-5 GEOGRID 3 METER ROLL DOUBLE PREPARED SUBGRADE.
WIDTH. 2.0 FT MINIMUM OVERLAP COMPACT TO 95% STD.
PROCTOR (ASTM D698).
�10'phalt Trail Section (6" Base Course, Ditch on Both Sides)
N.T.S.
IDLEWILD PARK CONNECTOR - STA 0+18 TO STA 3+25 (LEFT PAVEMENT CROSS SLOPE)
EXISTING GRADE
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Revisions:
Sheet Title:
TYPICAL
SECTIONS
Sheet No:
C3*

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EXISTING TREES
1 TO REMAIN
RIPRAP APRON � / / / / , / / /
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710.0
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695.0
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30 0 15 30 60
SCALE: 1 "=30'
IDLEWILD PARK CONNECTOR STA 0+00 TO STA 6+00
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710.0
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695.0
685.0
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670.0
665.0
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655.0
650.0
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Date: 08.08.20
Revisions:
Sheet Title:
IDLEWILD PARK
CONNECTOR
5 PLAN &
PROFILE 0+00
TO 6+00
0 Sheet No:
C4e0

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PCCO BUFFER
100 YEAR FLOOD
PLAIN (TYP.) ,
1 \ I
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645.0
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630.0
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634 _
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- 633 SHEET C6.8 FOR
—MORE INFORMATION.—
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675.0
670.0
665.0
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630.0
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Revisions:
Sheet Title:
IDLEWILD PARK
CONNECTOR
PLAN &
PROFILE 6+00
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Sheet No:
5+75 6+00
7+00
8+00
9+00
10+00 10+20
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63°
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635.0
Date: 08.08.20
Revisions:
630.0
625.0
620.0
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MAIN TRAIL
PLAN &
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Sheet No:
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(TYP.) o
S S� SS�_
x0 y�i 1 /E.- 523.25' SE �I `\\ \ - I _ _ i - /�// :i ///.•' I ////i / - //���
�,o\ 63344 •/E. 623.15' W •\\\\ - -1�__ �_=��_�ce
06
amp
G`� 0 633.10 •\\\� \ /�� = _� i // /.. OVERLOOK / i �� / i �� sr �� 2
IRVINS CREEK ---
amp SS / 3 0
ce �� _ `/ s �� 2
\ \� GQ Sri\ I \\�• \�\ ���� _/ `��%ii�/ '�amp �•i630. 9 _ �� c�/ /}�/ // / �� //
\ u's �5 633;50 \ •�\�r ..•�£ _ __ - cif _ i / \�C Q
\\\ \ •''�,/ _ = �" _ _ / 4.6' RADIUS i�� 'f _moo
\ 633 92 FES 6 X°° ` EX. 25' SANITARY %!f - -�^ / 1 ss ��i / /�b
\ \ w� \ \� SEWER EASEMENT _ .__' - - \ 3 / ss / / o \ \ 6
\ \ \ J �� s FES7, A�� �-�� � >o i 637 �636.66
\ 7� ,� / / % _ _1r \ PROPERTY LINE
\\ \ s \�� \ ♦y \6�Q9 i�o -/ to N co / 6�i -'� 12'WIDE
SSMH .00 Q + �/ / / / ASPHALT TRAIL \ \ \ \ \
FLARED END 6 \ ho \ S6 C /}{�'; R/M: 635.92' / SS
SECTIONS (Typ.) \C6.2 \\ \'ro \ s - �� �------- 635 \ /E.: 522.02' NE �S� rZe
// - �a �10 / / / / / PROPOSED HIGH \ \
\ \ \ \ \ 7\ \ o o _ /Eftft. 621.95' Sw�y /� N / / / POINT IN DITCH LINE \ \
636 - - - - � -3,5 - 635 // 633 / / / PROPOSED 1` \ 1 \ \ \
\\ \ \ \ \ 63a s �S� _ /% / cod 634.36 `/ �/ / /TREE LINE (TYP.) 100 YEAR \ \ \
\ 634.66 - - _ - - - - - - - - - - - - - - - - �% / FES` 32, 1104 / //j 0,-
- / TRAIL CONNECTION FLOODPLAIN (TYP.) \ \\ \ \
---- '� / 6 �/ �� // TO EXISTING EARTH
1E.- 62 .,95 3 CULVERT (TYP.) ,' / / X/ // / TRAILS \ \ . (TYP.) \ -- PCCO BUFFER
/E. 622.68' SW 1/ �6/////
CONSTRUCTION -A
LIMITS (TYP.) 5� ,�
WETLANDS '� '� '� (d \ / Ile/
DO NOT DISTURA 'IB. ,� ,� ���b ///v�/ ��/l� �/ Ile
30 0 15 30 60
SCALE: 1 "=30'
655.0
650.0
PVI STA
= 7+80.00
PVI ELEV
= 636.68
A.D. _ -3.59%
645.0 K = 16.70
6 .00' VC
o o
O M O M
+ (D + CO
U U U U
U > U >
640.0 > >
r7'-�
635.0
630.0
625.0 IL
620.0
PVI STA = 8+60.00
PVI ELEV = 635.13
A.D. = 2.90%
K = 17.24
50.00' VC
M
m
Ln
O
V
co
m
O
c
m
..
bi
- >
EXIST. SS, 30" RCP�-
STA:8+88.03
ELEV:622.69
PVI STA
= 9+61.53
PVI ELEV
= 636.10
A.D. _ -1.68%
K = 17.84
30.00' VC
Lp rn
r- M
(.0
�
> > PROPOSED
PROFILE GRADE
0.96% -0.731:111
EXISTING _
GRADE
EXIST. SS, 30" RCP
STA:10+00.46
ELEV:622.02
--------____�
I
MAIN SEGMENT STA 8+00 TO 16+00
PVI STA
= 11 +25.00
PVI ELEV
= 634.91
A.D. _ -0.47%
K = 42.24
20.00' VC
PVI STA = 11+
PVI ELEV = 6-
A.D. = 2.10,
K = 16.67
35.00' VC
O 0) O r 0 co
Lo M LO M O Ln
+ (O + (O N M
&j
U > U > 0
(n
> > U
PROP. 24" RCP--/i
STA: 11 +79.67
ELEV:630.83
N N °r0 �? N °NO O O -7 (O (O °10
m (0 0 (0 m CO m CO m m CO
8+00 9+00 10+00 11+00 12+00 13+00
655.0
650.0
645.0
N 640.0
M
m
u1
U
635.0
630.0
625.0
I
EXIST. SS, 30" RCP
STA:14+88.14
ELEV:620.70 =__- _ ________________=J
620.0
LO
M Lq °C0 CO O
Oco co
( O ( O
14+00
15+00
30 0 15 30 60
SCALE: 1 "=30'
a000
Eo
fm
c u, o
00
Oo0
comN
U
a) 00
m
E
O
U rj
U Ln Z
Ln L11
06
c o
CC 4-1
U a"'
v
N O
Q) L L
co U
a)
a) .O
} O
Qa-
C
E
ai
a
an
Ln
m
N
Seals:
�IE! i I f`1I 11111B
NOT FOR
Corp. NC license: F-1320
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
MAIN TRAIL
PLAN &
5 PROFILE 8+00
TO 16+00
Sheet No:
0
C4*3

M
U
w
w
2
U)
w
w
U)
0
0
+
O
U)
w
Z_
J
U
H
Q
655.0
\\ -627.69
' SSMH �-
.am. ��� �\\�\\\ ` 1 _ / / / _- ! j / I - - - 625�_• ^� 6�= O _SSMH / ,\�
imp�\ '�'�� �,, \\ / i i / - �j CLQ
K 9 �. j� - 630 - 3 �� ` /M: 63>. 39' R/M.618.86' NE d
\ /i// / / RIPRAP APRON IRVINS R� _ _ g -e/ �_ _ - - � ��� U
_ ___ �6 9 / _ _�__- =/.G ==/ _ s/E.- 520.49' SE /E. 618.73' SW
PROPERTY LINE i / j/ (TYP.) _ - 1p� /� _ _ _ _� 625 = _ - / ,/ / ��t 3 12' WIDE I-
�/!� /E. 619.19" NE � ASS W
03_-33 _ a ASPHALT TRAIL /E. 6�9.09' SW SS ��S =W
R1M.-633.59' ��� 63p ��SS SS- U)
/ , 3�� l YE. 679.84' NE i 631 �cl FES 13 SS 629 630 �� 630 W
\ \ / = / 3 / _ �< 630 ��� W
�S \� EX. 25 SANITARY �� i - /" rn lE. C, / - 6' ' SW _ss 630.20
/6. \ \ SEWER EASEMENT -- / 3� \ -s��5s -�� g31 ��+CD
3 0 3 co
N o
�� v� - - 3� J a _ S� / \ N 3- N N 630 N �- o
629.88 \�2s-3 / / / C FES I I _ ss _ 631.03 3- - s N -
ti/IS
S_ a 631S631 ��3Ss�_ N
wo.Lr)_ / 630
3 s�����631
ss��
3a- ��� 630
FES 963195 63FES 14 629
cA
LIJ
632 2 63�+ - - �6 6 / 629 Z
� ��
/ L�SSMH6 24" RCP ��- �� _-632 6 \ \ 631 631
/ FU-
/ /E.- 620. 99 ' NE 61' - / 631 630
/ Q
r-3 /E: 620.91 ' SW L� � FES 12 C6 2 FLARED END
632 SECTIONS (Typ.)
32 sowPROPOSED CONSTRUCTION
- CULVERT (TYP.) �� `�FES 10 632 631.8100. J \ PROPERTY LINE TREE LINE (TYP.) LIMITS
moom
FEMA
�FLOODWAY
201
/ / PCCOBUFFER �� \� �� �� \\� \�-� so>.
-\ / / \ i� \ \ Np 9
looe NO
100YEAR FLOOD
PLAIN(TYP.)�
-7 \
/ J
PVI STA
= 18+50.00
PVI ELEV
= 632.18
650.0 - A.D. _ -2.47%
K = 16.18
40.00' VC
PVI STA
645.0
= 16+45.00
PVI ELEV
PVI STA = 15+89.00
= 633.95
PVI ELEV = 632.80
A.D. = -4.46%
A.D.=2.71%
K=7.85
K = 14.74
35.00' VC
4).001 VC
640.OoirON
oM
O
N O
(0o
M
+
O
W
mLO
W
U
Lli
>
U
> U
>
>
>
>
635.0
630.0
625.0
om
(D M
Lli
UI>
>
2,06% -2.405,,
PROP. 24" RCP
STA:16+45.17
ELEV:630.10
0
Ln
W
U
>
PVI STA = 17+00.00
PVI ELEV = 632.63
A.D. = 1.33%
K = 22.48
30.00' VC
rn 0
M Ln
O r
bi
> U
>
v
N
LLI
>
-1.06%
O
O
0
00
r-
>
PVI STA = 18+00.00
PVI ELEV = 631.57
A.D. = 2.28%
K = 13.14
30.00' VC
r O
0 Ln
U
>� >
EXISTING
GRADE
o rn
O M
+ O
Lli
1.22%
- - - - - - - -
PROP. 15" RCP
STA:18+49.77
ELEV:629.38
MAIN SEGMENT STA 16+00 TO STA 24+00
PVI STA
= 19+25.00
PVI ELEV
= 632.03
-
A.D. _ -1.83%
K = 16.42
30.00' VC
o
rn
Or
M
OF
_
O
W
(0W
0
U
0')_
+ CM9
rn ui
>
U
>
U >
>
>
PVI
STA = 18+90.00
PVI ELEV = 631.68
A.D. = 2.25%
K = 13.32
30.00' VC
O
00.
0
0M0
O
O
W
U
>
U
>
>
>
0
Lo
PROPOSED +
PROFILE GRADE o
>
PVI STA = 20+60.00
PVI ELEV = 630.92
A.D. = 1.80%
K = 16.63
30.00' VC
O 0
0
+
6i O
> U
>
PVI STA
= 21 +30.00
PVI ELEV
= 631.61
A.D. = -2.75%
K = 14.52
40.00' VC
O
O N
O
O
M O M
LO
M
+
O + O
O
N
W N W
bi U
U
> U >
>
>
>
i% 1:00% -0.82% 0.98/00 1
---
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1.77%
PROP. 24" RCP
STA:21 +29.64
ELEV:628.04
-- ----------------------
-----------
II
------------------
II EXIST. SS, 30"RCP
________________
STA:16+19.72
- - - - _ELEV:620.56
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - -
� O
�m
16+00
N (9
N100
m
17+00
M (q
�1,0
m
18+00
M I�
�m
19+00
W N V
70
20+00
21+00
EXISTING FENCE TO REMAIN
30 0 15 30 60
SCALE: 1 "=30'
PVI STA
= 23+15.00
PVI ELEV
PVI STA = 22+15.00
= 63
PVI ELEV = 630.10
-1.1 0
A.D. _ -1.16 /o
A.D. = 2.29%
K = 17.24
K = 8.74
20.00' VC
20.00' VC
CID LO
0Lp 0Lq
O
Ln O Ln O
CM9 t
O O
N N
N N
W W
N W_ N W
U U
> >
U > U >
�> >
> >
N co
Mm
22+00
0.52%
23+00
655.0
650.0
645.0
640.0
635.0
630.0
625.0
620.0
0 CD
co
On�nn
30 0 15 30 60
SCALE: 1 "=30'
�O 00
E O
C Ln O
00
0
(6 M N
00
U
mc
Q-
ULO
+'' N
E-
U Ln Z
Ln
co ::Iz
a
U ?� a
CD
L L
m a v
v
v .�
} 0
Q
C
-1
v
E
L
v
a
Ql
Ln
M
N
Seals:
Corp. NC license: F-1320
rC
N C:
•0
zu
M
L/)"
O O
4-Jz
N
O
4-J
W
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
MAIN TRAIL
PLAN &
5 PROFILE 16+00
TO 24+00
0 Sheet No:
C4e4

�`� _ / \ �\ �\ �_� _ %` PROPERTY LINE l l l \ / i �i -•• - -j.
'�=•-- - - 4 PROPOSED
28.55
���_...v.'►► C6.2 HEADWALL (TYP.) �G/�,�5 - - - �� % J \ �/ _ = - - 622
�- - ^� ` _-�� DECORATIVE •-�..= _ _ _ _ _ _ __ - = _ / 626.3_2 '�►
U - _� 623.94� - ✓�� 5� v1H _ - FENCING AS �� _ �" .i �,, _627
w _ = 628= - GUARDRAIL AT .�
U
s27.2o ( VINS CREEK _ - / ►-
w lE.� 620.33" Nw� � I (_ EACH ABUTMENT �
= 629 629.37�� __ lE. 617.63' NE I \ ��=� _.4_�_ _------�_ / W
Lu
r 627
2
30 15A0 36 o 62
WPE627.05
co
�+ Zz
9 .M09
0 �+
"10
628 ON N 6Z9 ..7 o 628 ON � + +
b630
- N N - o o N - ` - (Yj
(n 629.60 629 _ _ / �� - N ^� - rvco N _ _ ►Q
_ 629 - 62g N - -�� -
z - 629 PE 16A PE 16B r \� - - _
_
J 62g
� �_ �, �� �� � � Z
U l628.59!
~ / \ 627. 9 -
7 / / // CULVERT (TYP.)
PROPOSED / \ / 12' WIDE
-7
10/
i
655.0
650.0
645.0
PVI STA
= 26+80.00
PVI ELEV
= 630.20
A.D. = -1.72%
K = 5.81
1 .00' VC
0 O O M
+751-
+ i9
N W N W
U > U >
1 1 1 C6.9 BOARDWALK #2 / �/ //7 J2� ASPHALT TRAIL
PROPOSED
ASSUMED / TREE LINE (TYP.) / \ \ \
JURISDICTIONAL y°
I 1 I I STREAM // FEMA FLOODWAY
I / (TYP.)
1
MAIN SEGMENT STA 24+00 TO 32+00
> > PVI STA
PVI STA = 27+30.00 PVI STA
= 25+85.00 PVI ELEV = 28+60.00
640.0 PVI STA = 25+27.00 PVI ELEV PVI STA = 26+53.00 = 629.93
PVI ELEV = 629.25 = 629.54 PVI ELEV = 629.19 A.D. = -2.10% PVI STA = 27+70.00 PVI ELEV
o A.D. _ -1.01 % ° = 62-1.4
9.18
A.D. = 1.14 /o A.D. = 4.23 /o K = 7.14 PVI ELEV = 628.69 PVI STA = 29+70.00
K = 29.78 A.D. = 3.64% A.D. _ -1. 0% PVI ELEV = 628.23
K = 17.47 K = 9.46 15.00' VC K = 14.20
Or _20.00' VC 30.00' VC 40.00' VC O O O O
K=9.60
20.00' VC A.D. = 0.2
4
%
Ln K 41.42
0O� .
O � O O O O V N O r- o� o0 1 .00'VC o Oi o Oi O M. O O N M M No m o rn
r N O N M O) (M 6 + O + O�N �r ON M N j O +N +N NN O635.0 t(0 +(0 W W NN W LO N N O N (W N Li N N UU + + 00 00 LO co LO coj > > N N (0U U U UUN ++ > > U U
0 > UU> > > > U U n> >PROFILE GRADE
ON, ON,N; ; 0 ; 0 > >
> > U > U >
0.50/o
630.0
-0.64 /0 2 3, -o
°
-0.51 % 3 0
0.54% - - - - - - - - - - - - - - - - - - -'� _ - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - -
EXISTING \7/
625.0 - GRADE T I PROPOSED
EXIST. SS, 30" RCP C6.9 BOARDWALK #2
PROP. 24" RCP STA:26+51.50
STA:25+25.17 ELEV:621.50
ELEV:625.14 PROP. 24" RCP
STA:25+29.71
620.0 ELEV:625.14
O CO N (O 0) 00 O LO LO CO Lo V
LQ O O V V N V °0 LQ °0 (9 O
0) O 0) 0) 0) 0) (0 CD 00 00 00 00 r 00
N co N N N N N co N N N N N N
(0(0 (0(0 (0(0 (.0(0 (.0(0 (.0(0 (.0
24+00 25+00
26+00 27+00
28+00 29+00 30+00
l --
-0.62%
PVI STA = 30+60.00
PVI ELEV = 627.67
A.D. = 1.22%
K = 16.36
20.00' VC
o � o �
O LiO w
U > U >
0.60%
m O W E O
C Ln O 00
r6 M N 0 00
N 00 U CY)
U E a.' N
�-
U (n Z v Lr1
o2S ro v cu
c CD
u 3 -0
a,o
Y � �
c ro ro
macs
a)
} (D
Cvv
E
a
a
rn
Ln
M
N
Seals:
NOT FOR
�' T I
Corp. NC license: F-1320
30 0 15 30 60
SCALE: 1 "=30'
•0
L zm
655.0 E
M a--+
O
oz
650.0 ul)
O
� N
4-J
645.0
W
PVI STA - 640.0
= PVI
ELEV
= 627.91
A.D. _ -1.45%
K = 13.81 -
20.00' VC
o CP 635.0
O r- O r-
O N t N
> > Project no: 17000264
Date: 08.08.20
630.0
Revisions:
31+00
625.0
620.0
Sheet Title:
N N
MAIN TRAIL
32+00 PLAN &
5 PROFILE 24+00
TO 32+00
Sheet No:
C4eS
30 0 15 30
SCALE: 1 "=30'

ui
U
W
w
W
w
w
(f)
0
N
M
Q
F—
W
w
z
U
Q
655.0
650.0
645.0
640.0
635.0
630.0
625.0
620.0
32+00
33+00
34+00
35+00
MAIN SEGMENT STA 32+00 TO 40+00
36+00
37+00
38+00
30 0 15 30 60
SCALE: 1 "=30'
39+00
ti
U
H
w
w
2
w
w
0
0
0
Q
H
w
z
J
2
U
H
Q
655.0
650.0
645.0
640.0
630.0
625.0
620.0
615.0
LO
00
N
40+00
30 0 15 30
SCALE: 1 "=30'
ao0o Eo
c Ln o 00
comN o00
N 00 U CY)
E+'N�cI
V 0 U cn V) Z � i11
o2S :�(3 O
u CC 4o N L L
c co co �
m u
0
a� .E
} o
C
E
�L
ai
d
rn
Ln
m
N
Seals:
f`1 NAB
NET FOi-
Ed 1H
Corp. NC license: F-1320
-0
NO
�.O
L Z U
E =
ca a--+
N "
O
oz
o�
DC �
L-0 a--+
V —fo
L
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
MAIN TRAIL
PLAN &
5 PROFILE 32+00
TO 40+00
Sheet No:
C4*6

f-a q)
650.0
645.0
640.0
635.0
630.0
625.0-o.82°/ --
620.0
615.0
610.0
Ln
V
N
O
PVI STA = 41 +10.00
PVI ELEV = 623.94
A.D. = 3.90%
K = 10.25
40.00' VC
PVI STA
= 41 +55.00
PVI ELEV
= 625.33
A.D. _ -1.08%
K = 18.56
20.00' VC
o
00
oLLQ
V
N co
N
m
PVI STA = 41 +90.00
v
bi
U
w
U
PVI ELEV = 626.03
= 3.00%
TA.D.
>
K = 10.00
30.00' VC
FENCING
12' WIDE
ASPHALT TRAIL
o00621 90_f%
PROPOSED
PROFILE GRADE
3.08%
_ - - - - - _ - - - - - - - - - - - -
- -
PROP. 18" RCP OWNER TO PROVIDE
STA:41+57.39 & INSTALLL SIGNAGE
ELEV:622.14
FOR STEEP GRADES
EXISTING
GRADE
MAIN SEGMENT STA 40+00 TO 48+00
PVI STA
= 43+98.00
PVI ELEV
= 629.06
A.D. = -3.00%
K = 2.67
8 00'.1110.
VC
000
+ i9 i9
v ui ui
U > .. >
PVI STA = 43+83.00
PVI ELEV = 629.36
A.D. = 6.00%
K = 1.33
8 00' VC
o ao o ao
O LO O N
0i ai [- 0')
IT ui IT bi
U >U >
> >
00%
\O�
- - - - -
- - -
1
I
PROPOSED 65'
PEDESTRIAN BRIDGE
I
PROP. 18" RCP
STA:44+82.60
ELEV:621.20
PVI STA = 45+00.00
PVI ELEV = 623.96
A.D. = 4.39%
K = 6.84
30.00' VC
so
o o Oro
In n
+ O + CN9
IT bi
cn U cn U
U > U >
> >
/r, i
MATCHING WEATHERING
STEEL RAILINGS TO MATCH
i
BRIDGE RAILINGS) ON EACH
ABUTMENT WALL
PROPERTY LINE \ /�l
OWNER TO PROVIDE /
& INSTALLL SIGNAGE %
FOR STEEP GRADES
Seventh D u c]n
PROPOSED 11� II \ Adventist Ch
27 TREE LINE (TYP.)
6? 622.51
CONSTRUCTION �\ \
624 623 LIMITS \ \
JOVERHEAD
-INES AT 25' - - -
�\ �\ C11- 623.68 � ' , � N,
♦ \
\
\\ \\\ ♦ FF� �� \�\ 624.00
•.\\
\\ 623
\ ♦ � �\\� l9 �
\•' 6
o0
SSMH
I?W-622. 69'
•�\ •'�6, 1E. 610.87' SE, ,
PVI STA = 45+60.00
PVI ELEV = 623.59
A.D. = 2.20%
K = 13.62
30.00' VC
O
(0
0 W
V
N
I- N
0
0
V
6i
V 6i
U
>
U >
>
>
PVI STA
= 46+18.00
PVI ELEV
= 624.52
A.D. = -4.04%
PVI STA = 46+70.00
K = 7.42
PVI ELEV = 623.24
30.00' VC
A.D. = 1.46%
K = 13.68
o ON°
o T7
20.00' VC
+
0 v 011-
W
LJ
ON W
N;
;.
+
U > U >
> >
-0.61 % 1 59%
---------- - ---r ,
OWNER TO PROVIDE
& INSTALLL SIGNAGE
FOR STEEP GRADES
30C I 0
SLE: 1 "=30'
PVI STA = 47+14.0
PVI ELEV = 622.80
A.D. = 2.27%
AMICI A
30.00' VC
0 N O
N (�NN0 N
v v
-2.45
-0.99%
15 30
650.0
60
645.0
640.0
0
PVI STA
635.0
= 47+70.00
PVI ELEV
= 623.52
A.D. _ -3.60%
K = 13.90
50.00' VC
0
Q
0�
630.0
O 0
M
0
N
N �(0
±(0
O V
bi
V
bi
U U
U
>
>
> >
>
1.28%
PROP. 15" RCP
STA:47+70.51
ELEV:620.16
'EX. 88, 3U" HUF'
STA:44+70.74
LID
00 CO
v 00
0
LID ELEV:611.33 N
CO
CO ,n
v
00 00
O N
L0.
O O
(3) O
Lq
N Lq
(3)
N N
N N
N N
m N
00 N
N N
N N
N N
40+00
41+00
42+00
43+00
44+00
45+00
46+00
47+00
N
00
N
N
Lfl
>-000 Eo
cLn0 00
m (M fV O 00
� � DD U �
UE+'N� �
U Ln Z Ln
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Seals:
Corp. NC license: F-1320
•0
L zm
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O
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0
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• ^�1 2i
W
(A
625.0 Project no: 17000264
Date: 08.08.20
Revisions:
620.0
615.0
Sheet Title:
MAIN TRAIL
PLAN &
5 PROFILE 40+00
TO 48+00
Sheet No:
C4*7
30 0 15 30
SCALE: 1 "=30'

640.0
635.0
630.0
625.0
620.0
615.0
W
2
co
w
w
co
0
0
CO
co
2
2
48+00
PROPOSED TREE , �RVi
LINE (TYP.) \\ I�
PVI STA
- na,)n nn
DECORATIVE
FENCING
EXISTING BRIDGE (NCDOT ✓ // \ eC
' B4201) BENT #1
V\I
YVx
MAIN SEGMENT STA 48+00 TO 54+00
EXISTING SHED
PVI STA
= 52+45.00
PVI ELEV
= 621.93
A.D. _ -2.75%
K = 10.91
30.00' VC
PROPOSED RIGHT SIDE
DITCH GRADE
10' WIDE ASPHALT
TRAIL
PERMANENT
7 -
� SSMH
I?IM.•624. 59 ',
lE.- 613.46' N;
/E.• 608.47SE,
/E.- 608.35NwW�
55/
30 0 15 30 60
SCALE: 1 "=30'
PVI STA
= 53+15.00
PVI ELEV
= 623.85
A.D. = -1.62%
K = 9.27
15.00' VC
+�
+
LOw
Low
_
U
> U
>
PVI STA = 52+90.00
PVI ELEV = 622.95
A.D. = 1.37%
K = 14.63
20.00' VC
-
O
r O
M
ri
PROPOSED
PROFILE GRADE
EXISTING
GRADE
30 0 15 30
SCALE: 1 "=30'
640.0
635.0
1 630.0
GRADE BREAK STA = 53+33.19
ELEV = 624.214
54+00
625.0
620.0
615.0
/
J /
10' WIDE ASPHALT
TRAIL
MH -
R/M. 622. 17' I `
/E- 617. 17' N
IIE. 510.45' SE�<
l 610.J5' W
� I
40 1 15 30 .0
640.o SAM NEWELL CONNECTOR 640.0
Seals:
�IE! i I f`1I 11111B
N(T FOi-
Corp. NC license: F-1320
-0
fu
�.0
L zro
E =
ro i
� 0z
0
L-0 ---o
V -ccfo
•� G
r / -_
L
PVI STA = 0+17.50
PVI ELEV = 627.91
A.D.=-6.00%
Project no: 17000264
635.0
635.0
K = 3.33
20.00' VC
Date: 08.08.20
GRADE BREAK STA = 0+00.00
O O
� cd � r-
PVI STA = 0+92.00
Revisions:
ELEV = 628.263
i9 + i9
PVI ELEV = 621.95
U U
A.D. = 6.08%
630.0
cn cis
" > > >
vC
630.0
30.00
O Ln O I-
O O (9
\
r N O N
-2.00%
\
o + m
\
U U U U
\
$0 > > > >
625.0
o
625.0
-1.92%
Sheet Title:
620.0
620.0
MAIN TRAIL
PROP.18'RCP
PLAN & PROFILE
STA: 0+94.91
ELEV:618.70
48+00 TO 54+00
615.0
615.0
AND SAM
Cd
N
Ln
N
CO
O CD CO �
O N O CD
NEWELL CONN.
(.0
(0
(.0 (0 (.0
Sheet No:
0+00
1 +001 +13.13
C4*8

60' RIGHT OF WAY
lo EXISTING
UNDERGROUND
-'*'UTILITY, USE CAUTION
f
PERMANENT 2
BOLLARD (2) C6.1 /
(TYP)
636
_ SIDEWALK AND CUBR & / //� �J TEMPORARY
GUTTER BY OTHERS /r /' 30' PROPOSED / CULVERT (TYP.) CONSTRUCTION
-63 EASEMENT
_ // GREENWAY
EASEMENT (TYP.)
/ EXISTING EDGE OF /
100 YEAR / / 624 30d ♦�
/ PAVEMENT (TYP.)ol / FLOODPLAIN (TYP.) / FES 41 /
/ �// 624 _ / DECORATIVE 2 i
PCCO BUFFER xoo RAILING C6.3
� 6� /./ / - / / (TYP) �xoo FLARED END
3-
/ co
CONSTRUCTION / SECTIONS (TYP) . C6.2
/ EXISTING RIGHT LIMITS
/ OF WAY (TYP.) / / FES 42
y PROPOSED 10' WIDE / 624.18 / C SSMH
a R/M.•625.73' c
CURB RAMP WITH 12' WIDE '�i� / /E. 612.33' NE
/ WARNING DOME ASPHALT TRAIL / /E. 61 28' NW
So
o o' �'o I"
7 DROP DOWN v `da ���a°�°
4 6.1 BOLLARD (1)
(TYP)
FEMA FLOODWAY / „ RIPRAP BANK 10 _
X�o / (TYP.) / // STABILIZATION C6.0
ol
X
EXISTING
STORM PIPE �� \ 0
s
\ RESET RIPRAP \ .�j11 \ �� /i
IF NEEDED,
_
PROPOSED
TREE LINE (TYP.)
33
\\ � s
645.0
640.0
635.0
8.33%
630.0
625.0
620.0
615.0
610.0
m
0+00
PVI STA
= n+,Rn nn
PROPERTY LINE
'A
n
M
E-
z
m
Cn
m
m
Cn
m
_.� ro2A
.. n
VMS
6211.21
/�/
NY q&O
/ J
C�/�/ 42xso / CONCRETE LANDINGoe
III, N \� j / 2
///, 0
�624.21 / ro`ti 6�6 'rob /
MATCHLINE (SEE SHEET C4.7)
KEZIAH RD CONNECTOR
30 0 15 30 60
SCALE: 1 "=30'
PVI STA = 4+13.92
PVI ELEV = 625.46
A.D. = 1.97%"
K = 7.63
15.00' VC
V N V OMO
L LO
O+ (D + (D
LLI_ W_
> U >
KK)
vl
PROP. 18" RCP-/
STA:4+22.27
ELEV:622.04
PEDESTRIAN BRIDGE
PVI STA
= 4+84.42
PVI ELEV
= 628.88
A.D. =-2.97%"
K = 5.05
15.00' VC
0')
LO rn C
C0 00 6
+- + �
.. bi LL
U > U
> > \
- EXISTING
GRADE
II II I
EX. SS, 30" RCP
J===:J
645.0
645.0
F�
N
a
640.0 <
u.
a
LL
LL
CC
C
635.0
630.0
625.0
620.0
615.0
N
00
N
SAM NEWELL CONNECTOR 2
N
N
N
CO
00
V
O
0+00
5
1+00
645.0
640.0
635.0
630.0
625.0
620.0
615.0
1 +81.32
-C7 a000 Eo
c u, o 00
comN moo
0- 00 U m
ai
E
u 0-
Ucnz 0�n
o6 :�'3 .4
10 _r_ 4- -0
ai
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Seals:
Corp. NC license: F-1320
•0
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M a--+
0
oz
ro
cC
L-0 a--+
U --J
(/ -_
L
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
KEZIAH
CONNECTOR
PLAN &
PROFILE 0+00
TO 5+29
Sheet No:
C4e9
30 0 15 30
SCALE: 1 "=30'

640.0
635.0
630.0
625.0
620.0
615.0
PVI STA
= 0+19.52
PVI ELEV
= 623.94
A.D.
= -4.63%
K = 5.40
25.00' VC
PVI STA
= 0+53.06
N
O
V
Oo
N
O
1-
v
PVI ELEV
O
N
m
N
= 622.68
o
o
A.D. = 2.97%
U
U
K=10.10
>
>
>
j
30.00' VC
O
N
O
co
M
co
+
�
O
O
w
>
>
>
00 00
0 N
-0+00
PROP. 15" RCP
STA: 0+26.83
ELEV:620.14
EXISTING GRAVEL
PARKING LOT
FE 51�cMNc�oAcy
1 W � CULVERT (TYP.)
p / 7gx' co S3X EXISTING / So
TRAIL //� �� �,���" \ry >
f�/ \ �C, ` f� \ '�- 100 YEARco
kso� \ I \`♦ \ \ ` /` O \/ fJ FLOODPLAIN (TYP.)
14,0
\\ ` 619.92 \ \ ` ;� \ PCCO BUFFER ` \
\�
(TYP.)
\�` ) `� � o \ ♦` -� \�`-^`
RIPRAP APRON
•�\ l \ �// �\ (TYP.) _ \ \\ �\\\ �_ \ �i/ EXISTING `� 6" ♦` \� \����1
/ / GRAVEL TRAIL \\ � �.�� � CONSTRUCTION �
\\\\ \�� 'zy\ _ \LIMITS
\ \ ( ♦ \
' •,•\ \\ FEMA FLOODWAY (TYP.)
\� XV \ EXISTING TRAIL F\ -
8' WIDE
\�\ \\\ �\ \ \\ \ ��\ \oo•` ASPHALT TRAIL
FES53' � \
IN
\\�� \� \�- �oo-
z FES54
N,� \\ \\ � \\��� `\ SECTIONSDTND
LAKEVIEW CIRCLE LOOP STA 0+00 TO STA 8+00
PVI STA
= 1 +69.18
PVI ELEV PVI STA
= 621.74 = 4+87.45
A.D. =0.30% PVI ELEV
K = 65.90 _
= 620.15
20.00' VC A.D. = 1.00%
0D (N 0D 0) K = 30.00
00 (.0
30.00' VC
LO N r- N
V N V N
UU N 0 NN N
> > > > V LLI LO - -
>> >
-0.80%
--------- - --_ -0.50%
EXISTING PROPOSED
GRADE PROFILE GRADE
00 (0 ", oil",
� 00 N N
O C7 O U? O I?L(7 O N
N O O O O
N N N N N N N N N N
O(cc:))O O O � O �
1+00 2+00 3+00 4+00 5+00
0.50%
Lp
LO
LO
co
U
IYi
z
PVI STA
= 5+50.56
PVI ELEV
= 620.47
A.D. _ -1.19%
K = 25.15
30.00' VC
PVI STA
= 6+36.53
PVI ELEV
= 619.87
A.D. = 1.98%
K = 25.23
50.00' VC
M
O
ON
O
lM
lM
m
U -
>
U >
U >
>
>
PROP. 15" RCP
STA:5+35.52
ELEV:617.50
-0.69%
6+00
1.29%
30 0 15 30 60
SCALE: 1 "=30'
640.0
635.0
PVI STA
= 7+26.01
PVI STA
PVI ELEV
= 7+91.06
= 621.03
PVI ELEV
A.D. _ -2.41 %
= 620.30
630.0
K = 12.45
A.D.
= 4.25%
30.00' VC
K = 7.06
30.00' VC
o Cb
o ib
O
O
O V
O
r
i9
0
0
0
LU
ui
+
- >>
>>
CO>
0
625.0
0co
-1.120/o
-
-
620.0
615.0
00
(,)10,)
G7 r O
O �
O N N N
O �
7+00 8+00
30 0 15 30 60
SCALE: 1 "=30'
a000
Eo
c Ln o
00
°00
-r7
comN
U
0- N 00
m
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I-- -IJ
U
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Ln i11
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Seals:
�IE! i I f`1I 11111B
NOT FOR
T 471
Corp. NC license: F-1320
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
LAKEVI EW
5
CIRCLE LOOP
PLAN &
0 PROFILE 0+00
TO 8+00
Sheet No:
C 4
10
•

FFEMALOODWAY
10) (TYP.)MATCHLINE STA�0 SEE SHEET C4.10) MATCH S\TA1+50 - SEE SHEET C \
\�
\ \
PCCO BUFFER (TYP.)
��
100 YEAR FLOOD jti \ `� h� �4x� `♦
PLAIN (TYP.)e,74,
x
� \\ �� /' I \�S f ✓ ��'i� \ \ice \
CO
\ �J' "� J / a
v \
60
\ \� \ \
04
\\\\ ss \\ /� / _ ` 00
wry` `o // J/ \ c'9��o
8' WIDE � A I3xoo
\� \\\ \ \ � \ � ♦` ASPHALT TRAIL \ \ _ CC-,
\\\\ \\�� ��� PROP DOWN 7 `�
. \\ "\� \ BOLLARD C6.2 �o y 8 WIDE / ,h
\\ \ \ \ \ ss xh� EXISTING ASPHALT TRAIL /� c0N /
CD�� CHAINLINK FENCE
PERMANENT 2 7 � � ♦ / fi / �
\\\\� BOLLARD C6.2 \ ' / �� EXISTING ROW /
QD
\\�\ � \ U \� �� ♦ `\ EXISTING
a \ \ \k C C \ BACKSTOP TO \ N /
RIPRAP APRON \ REMAIN
(TYP.) \ \ \ �\ FES 55
\\ FLARED ND 6 \ \ 25' CONCRETE
E� \ _ — APRON TO
SECTIONS (Typ.) C6.2 \ \
\ TRANSITION TO �� EXISTING /
EXISTING ROAD '� \ \ ♦"I���oo \ �2xoo / GRAVEL PARKING ` IA
/
CULVERT (TYP.) \��\ \ \ \\ 60 �/\►,�� /� \ \ \\ ♦ �o.� / / / � /
s 8' WIDE / /
ASPHALT TRAIL EXISTING EDGE OF
PAVEMENT (TYP.) \ \ \ '� \ \\ ss \\\� ♦ �/ / /
\
\ \ \ \�
\+ 60' RIGHT OF WAY \ �� \ \ \ ss\ / ` �` eA
\ \1 \ \ \ \ \ GG
-MATCHLINE - STH S SHEET -RIGHT)
640.0
635.0
P`
Pu
630. C A. D.
K
30
625.0co
620.0
615.0
CP
N
8+00
9+00
10+00
LAKEVIEW CIRCLE LOOP STA 8+00 TO STA 14+35
11+00
12+00
13+00
30 0 15 30 60
SCALE: 1 "=30'
14+00
640.0
635.0
630.0
625.0
620.0
615.0
14+35.85
� WATCRLINE - (SEE T I�HI'ET - LEFT)
8' WIDE /
ASPHALT TRAIL
/ I
10' CONCRETE
APRON TO
TRANSITION TO
EXISTING SIDEWALK
5
M000
EO
c Ln O
00
000
comN
U
Iiiiiiiiiiiiiiiiic
SZ (�
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0
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Seals:
�IE! i I f`1I 11111B
NOT FOR
M171 R 4 di�'
Corp. NC license: F-1320
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
LAKEVI EW
CIRICLE LOOP
PLAN &
PROFILE 8+00
TO 14+36
0 Sheet No:
C4*
I I
30 0 15 30 60
SCALE: 1 "=30'

Vol,/
s�
1
1 lr
1
1�
1,
rrr
1 1
SHEET C5.1 '
PM 4E0_M,-,1
IDLEWILD ROAD
PARK
CONSTRUCTION SEQUENCE (MECKLENBURG COUNTY)
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ
2. CONDUCT A PRE -CONSTRUCTION ONSITE MEETING WITH THE OWNER, CONTRACTOR
AND EROSION CONTROL INSPECTOR.
3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES,
TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS
NECESSARY TO INSTALL THESE DEVICES.
4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES
THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION
CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION
CONTROL MEASURES.
7. THE EROSION CONTROL INSPECTOR SHOULD BE CALLED TO CONDUCT INSPECTIONS
ON STORM DRAINAGE, SIDEWALKS, DRIVE WAY IMPROVEMENTS, AND ALL ASPECTS OF
CONSTRUCTION.
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. COORDINATE WITH
EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURE.
9. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION
CONTROL MEASURES.
10. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE N. C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S.
DEPT. OF AGRICULTURE, MECKLENBURG COUNTY EROSION CONTROL ORDINANCE,
AND THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS.
NPDES 5tormwater Discharge Penmt For Construction Aetvi tC3 {NCC{01 )
NCDENRIQIwsion of Energy, Mineral and Land Resources
STABILIZATION TiMEFRAMES
IEflr ctiVe Aug- 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
High Qual}ty Water tHQWj Zones
7 days
None
Slopes steeper than 3:1
7 days
if slopes are 10' or less in length and are
not steeper than 2:1• 14 days are allowed.
OSlopes
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, exeept for perimeters and HQW Zones.
ENHANCED EROSION CONTROL MEASURES (MECKLENBURG COUNTY
ARE REQUIRED TO BE INSTALLED IN THE MCALPINE CREEK WATERSHED AREA, MCDOWELL WATERSHED AREA, CRITICAL AND
PROTECTED WATERSHED DISTRICTS FOR LAKE NORMAN, MT. ISLAND, AND LAKE WYLIE, AND 303(D) LISTED STREAMS
INCLUDING AND WITHIN 500' OF THE STREAM (MCDOWELL CREEK, ROCKY RIVER, CLARKE CREEK, LONG CREEK, IRWIN CREEK,
SUGAR CREEK, LITTLE SUGAR CREEK, MCALPINE CREEK, MCKEE CREEK, SIXMILE CREEK, NORTH FORK CROOKED CREEK, AND
GOOSE CREEK).
1. SURFACE WATER DRAW DOWN DEVICES (RISERS OR SKIMMERS) SHALL BE INSTALLED IN ALL SEDIMENT BASINS.
FOREBAYS SHALL BE USED IN CONJUNCTION WITH ALL SEDIMENT BASINS. ROCK FOREBAY EMBANKMENTS MAY BE USED
IN LIEU OF POROUS BAFFLES.
2. POLYACRYLAMIDES (PAM) SHALL BE USED TO REDUCE TURBIDITY AND SUSPENDED SOLIDS WHENEVER A SEDIMENT
TRAP, BASIN, PIT, HOLE, OR BUILDING FOUNDATION IS BEING PUMPED OUT TO REMOVE SEDIMENT LADEN WATER. PAM IS
NOT REQUIRED WHEN ANY OF THE ABOVE IS BEING PUMPED TO AN APPROVED SEDIMENT BASIN ON SITE. THIS ACTIVITY
MUST BE INSPECTED AND APPROVED BY THE MECKLENBURG COUNTY EROSION CONTROL INSPECTOR.
3. DOUBLE SILT FENCE SHALL BE USED ALONG WETLANDS, STREAMS, LAKES OR OTHER SURFACE WATER BODIES AS WELL
AS ADJACENT TO ALL S.W.I.M. OR OTHER WATER QUALITY BUFFERS. HIGH HAZARD SILT FENCE WITH WIRE BACKING AND
WASHED STONE WILL BE INSTALLED AS DETERMINED NECESSARY BY THE EROSION CONTROL INSPECTOR.
4. THE AMOUNT OF UNCOVERED AREA AT ANY ONE TIME SHALL BE LIMITED TO NO MORE THAN 20 ACRES, UNLESS
APPROVED BY THE COUNTY ENGINEERING.
5. A 10-FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF DRAINAGE FEATURES SUCH AS
INTERMITTENT AND PERENNIAL STREAMS, PONDS, AND WETLANDS. INCIDENTAL DRAINAGE IMPROVEMENTS OR REPAIRS
WILL BE PERMITTED WITHIN THE BUFFER AS APPROVED BY COUNTY STAFF.
6. INSTALLATION OF TEMPORARY GROUND COVER OR SEEDING MUST BE PERFORMED WITHIN FIVE (5) WORKING DAYS OR
SLOPE DRAINS INSTALLED AFTER FILL SLOPES ARE BROUGHT UP TO HEIGHT.
7. PERMANENT TERRACES SHALL BE INSTALLED ON 2:1 OR STEEPER SLOPES OVER 19 FEET IN HEIGHT TO REDUCE RUNOFF
VELOCITY COMING DOWN THE SLOPES.
CONSTRUCTION SEQUENCE FOR STREAM
CROSSINGS (MECKLENBURG COUNTY)
1. A PRECONSTRUCTION MEETING MUST BE HELP PRIOR TO ANY CREEK CROSSING. THIS INCLUDES ALL UTILITY CROSSINGS
AND PERMANENT CROSSINGS.
2. LIMIT TIME OF EXPOSURE - ALL MATERIALS AND EQUIPMENT NEEDED TO COMPLETE THE CROSSING MUST BE ON SITE
PRIOR TO STARTING. THERE MUST ALSO BE SUITABLE WEATHER CONDITIONS PER CHARLOTTE-MECKKLENBURG COUNTY
LAND DEVELOPMENT STANDARD 30.18.
3. LIMIT EXPOSED AREAS - MINIMIZE THE SIZE OF THE AREA TO BE EXPOSED AT ANY ONE TIME.
4. CONTROL SURFACE WATER - DETERMINE THE BEST TECHNIQUE AND GAIN APPROVAL FROM THE WATER QUALITY
INSPECTOR. SOME EXAMPLE INCLUDE BUT NOT LIMITED TO: PUMP AROUND, TEMPORARY PIPE AROUND, TEMPORARY
CHANNEL DIVERSION, BRIDGE MAT, ETC.
5. CONTROL SEDIMENTATION - AS SHOWN ON APPROVED PLANS. INNOVATIVE AND ADDITIONAL MEASURES MAY BE
REQUIRED BY THE WATER QUALITY INSPECTOR IF NEEDED.
6. SURVERY THE LIMITS OF DISTURBANCE AND MARK WITH CONTINUOUS FLAGGING - SURVEY THE LOCATION OF THE
CULVERT, HEADWALLS, AND LIMITS OF DISTURBANCE BASED ON ANY 401/404 PERMIT(S) THAT HAVE BEEN ISSUED FOR
THE SITE. CALL THE WATER QUALITY INSPECTOR FOR AN INSPECTION AND TO SET UP A STREAM CROSSING
PRE -CONSTRUCTION MEETING WITH THE WATER QUALITY INSPECTOR PRIOR TO WORKING IN THE STREAM. THE
INSPECTOR WILL GIVE INSTRUCTIONS ABOUT CONTROLLING THE SURFACE WATER AND STARTING THE CULVER
INSTALLATION.
7. INSTALL ALL EROSION CONTROL MEASURES - MINIMIZE THE DISTURBED AREA.
8. INFORM THE WATER QUALITY INSPECTOR - NOTIFY INSPECTOR REGARDING COMPLETION OF DEVICE INSTALLATION AND
REQUEST AN INSPECTION FOR COMPLIANCE.
9. MAINTENANCE - MAINTAIN ALL MEASURES AND DEVICES DAILY, MAKING IMMEDIATE REPAIRS WHEN NEEDED.
EROSION CONTROL NOTES (MECKLENBURG COUNTY
1. ALL "STD." NUMBERS REFER TO THE MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS MANUAL.
2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
ADMINISTRATOR.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NCDEQ
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE
NCDEQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. SOIL STABILIZATION SHALL BE REQUIRED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES
HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
5.1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM
THE LAST LAND -DISTURBING ACTIVITY.
5.2. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM
THE LAST LAND -DISTURBING ACTIVITY.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE
OF THE COUNTY.
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE
TERRACING [MCLDS #30.161. SOILS ENGINEER TO VERIFY STABILITY OF SLOPES GREATER THAN 2:1.
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
PREVIOUSLY APPROVED.
9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE
PRESENTED AT PRE -CONSTRUCTION MEETING.
10. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS IN THE BMP
DESIGN MANUAL.
11. TOTAL DENUDED AREA: 7.67 AC
12. SOIL TYPES: CeB2 (CECIL SANDY CLAY LOAM), MO (MONACAN LOAM), PaE (PACOLET SANDY LOAM).
13. NAME OF RECEIVING WATER COURSE: IRVINS CREEK, CLASSIFICATION OF RECEIVING WATER COURSE: C
Know what's below.
Call before you dig.
LEGEND
EIP
R/W
0
®m
®WM
•MHI
0
DI I
El
CROWN POINT
ELEMENTARY
EXISTING SIGN
EXISTING IRON PIN
EXISTING LIGHT POLE
EXISTING UTILITY POLE
RIGHT-OF-WAY
EXISTING TREE TO REMAIN
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
PROPOSED STORM MANHOLE
EXISTING DRAINAGE STRUCTURE
PROPOSED DRAINAGE STRUCTURE
TEMPORARY SILT SACK
TEMPORARY INLET PROTECTION
TEMPORARY ROCK CHECK DAM
TEMPORARY FILTER BERM BASIN
TEMPORARY GRAVEL ENTRANCE
OUTLET PROTECTION
ROLLED EROSION CONTROL PRODUCT
f
SHEET C5.5
-x-x-x-
UGE
OH/U
T
SS
W
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPERTY LINE
EXISTING FENCE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING OVERHEAD UTILITY LINE
EXISTING UNDERGROUND TELEPHONE LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
EXISTING STORM DRAINAGE PIPE
PROPOSED STORM DRAINAGE PIPE
TEMPORARY SILT FENCE
TEMPORARY DOUBLE SILT FENCE
STONE OPENING IN TEMPORARY SILT FENCE
TEMPORARY TREE PROTECTION BARRICADE
DENUDED LIMITS
LINED GRASS SWALE
GRASS SWALE
TEMPORARY DIVERSION SWALE
EXISTING UTILITY EASEMENTS
PROPOSED GREENWAY EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
EXISTING WETLANDS
- - - - EXISTING FLOODWAY LINE
- - EXISTING 100 YR FLOOD
200 0 100 200 400
SCALE: 1 "=200'
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Corp. NC license: F-1320
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
EROSION
CONTROL
PLAN -
OVERALL
Sheet No:
C 5
■

General Notes
No.
Revision/Issue
Date
Firm Name and Address
Project Name and Address
Project I
`�' YI
Sheet
C50,
Date
8/6/2020
Scale
As Noted

SEE SHEET C5.3 �%
LEGEND
�ifi'�
` II /O■/m m///
/ \\\_
-� EXISTING SIGN EXISTING CURB AND GUTTER
EIP EXISTING IRON PIN / PROPERTY LINE u \ \ I ��` \ gh`I I' 1 v / I / /
EXISTING LIGHT POLE—x—x—x— EXISTING FENCE \ �II \\ \s \ i / / / BUFFPCCO/ ER
COS EXISTING UTILITY POLE
UGE EXISTING UNDERGROUND ELECTRIC LINE-
R/W RIGHT-OF-WAY
OH/U EXISTING OVERHEAD UTILITY LINE
�1
EXISTING TREE TO REMAIN T EXISTING UNDERGROUND TELEPHONE LINE
EXISTING FIRE HYDRANT SS EXISTING SANITARY SEWER LINE
W EXISTING WATER LINE / _ /-
®W EXISTING WATER VALVE WM -
G EXISTING GAS LINE\\ \\ �` 63
® EXISTING WATER METER 6
XXX- EXISTING CONTOUR LINE,-
�S EXISTING SEWER MANHOLE
XXX PROPOSED CONTOUR LINE I / RII \ \ 1 'ROLLED EROSION CONTROL ` +
D EXISTING STORM MANHOLE PROTECTION
OUTLET 9ON (TYP.) C6.0 , \ \ \ = � 6S, \ C6.1 PRODUCT, DOUBLE BIO NET 'N' \ \
MH - EXISTING STORM DRAINAGE PIPE
PROPOSED STORM MANHOLE
PROPOSED STORM DRAINAGE PIPE I • I � \ \\ \ \ \ \ = � `� \ \\ \ \ \
0 EXISTING DRAINAGE STRUCTURE I ��\ �� • \ \\ \ �\ \ \ \\ \ \ \ /
1 .00. , DOUBLE SILT FENCE START \ \ \ \ v
D1 TEMPORARY SILT FENCE I III �� \\ \ \ \ \
PROPOSED DRAINAGE STRUCTURE / �I• 'T d \ \ \ \ � \ \ \� \\\`
TEMPORARY DOUBLE SILT FENCE I ILLS (Cl)0 �
UJ
{ . } TEMPORARY SILT SACK STONE OPENING IN TEMPORARY SILT FENCE I II\\\ U, III \ \ 2 \ DOUBLE ROW T MPO R%Y
ElC6.0 SILT FENCE (TYP.) TEMPORARY TREE PROTECTION BARRICADE?TEMPORARY INLET PROTECTION III I \ \ II\
DENUDED LIMITS
TEMPORARY ROCK CHECK DAM
LINED GRASS SWALE I /)IKE
TEMPORARY FILTER BERM BASIN y \ \\\1\\\ I F \ "
GRASS SWALE I I \ III � (0 F F F \ \ I 1\k F F F F \ F \
F \ l
TEMPORARY GRAVEL ENTRANCE III F F \ 1
• 00+ NOI TEMPORARY DIVERSION SWALE � I I r�lilJ// Io,\ ` \
OUTLET PROTECTION
E ` \ IIIEXISTING UTILITY EASEMENTS /II
EXISTING WETLANDS ! IIIII'I ' 10
F F F F FI FI 1
- - - - - EXISTING FLOODWAY LINE / DENUDED �II I F F F F F Fl / I EXISTING SOIL
LIMITS (TYP.) �T► 1 F F F
F F F F I ) I I TYPE LINES
EXISTING 100 YR FLOOD r / \� I F F F F F F F F I I
WETLAND AREA,
DO NOT DISTURB.
100 YEAR \\\ II\ I I F F F F F F F I F \\\ \
f
FLOODPLAIN FEMA FLOODWAY (TYP) \\\. \\ I Q F �F F F
F
II I F F
io�'
9�
C„ F F F F F
,0 F F F F F %F Ike
/ / / / 11 /////• , / F �' F /
F
EXISTING EARTH
TRAILS (TYP.)
/'- / _ /%q//%// ([. �• F F / /�j' / /
IDLEWILD PARK
A. WINS CREEK
�� / EXISTING SANITARY/
PCCO / l SEWER LINE �� �°� / �•SrV� /, �- Ile
BUFFER r / 1 //j
\ / /%
//
ROLLED EROSION CONTROL
C6.1 _ PRODUCT, DOUBLE BIO NET J
/ TEMPORARY STONE 3 �i�.�-�-_•_ = �� / / / ` - - - - / 100 YEAR
�^ > OPENING SILT FENCE TYP. C6.0 - ` .� / / / / / �� `_ / / / /
� � / / / - � _ � / / / / FLOODPLAIN
.� / - CONTRACTOR TO PROVIDE (� j // SOW / S� / / / DOUBLE SILT FENCE END,
�• / / / / / // TEMPORARY BRIDGE OVER STREAM. \ - i I 1 �� / / // / - - /// /
��\\ / / / / ��/ REMOVE AT EN OiPROJEC r �= ���/ i\-7 © `�' / //�/ / _
II ROCK FILTER TEMPORARY CONSTRUCTION
- — — �
i = _ s�i�/ / ��` �� :�j /� C6.%BERM TYP. 1 �_- - _ / / //� / / / //
SS/� //i /// ///// / / // /// ENTRANCE (TYP.) C6.0
�+j/ i /L - - - o.. o / / %/ PCCO BUFFER -
- \ I �� ® / / / / _ - ROLLED EROSION CONTROL
\ % /� / ` �- �i �" /i% � � ' / ,,`•%�i�� � f' k -17 � .// (TYP.) e, = � i +
�� `_-.��� ��� = -��%�/ / / /P� DUCT, DOUBLE BIO NET I / I \ I I \
��/ /// / FEMAFLOODWAY, //�/-��J//� // / / /
ice- TYP. / // / ' r / / /// / I I \ \ \
/ S �� S // / / �.-( ) / / i / / / / // / / \
/ / / - / //•/ / .., , i ' // // �_ � / / � / � /j / / // / / \sue \ \ \ \ \
MIIIII- --
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o
636�
i R /
• / ROLLED EROSION CONTROL 1
64o PRODUCT, DOUBLE BIO NET C6.1
�- 641 ;
2 TEMPORARY SILT
C6.0 FENCE (TYP.)
��1 l
r I TEMPORARY CONSTRUCTION
0 I C6.0 ENTRANCE
\ 2 HARDWARE CLOTH
�\ - I AND GRAVEL INLET
\,\\� PROTECTION
—� 634 =63b
ROLLED EROSION CONTROL 1
PRODUCT, SINGLE BIO NET C6.1
STREAM /
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Date:
)�_ ��N� 6a3 -
8 , I ROLLED EROSION CONTROL s .\��� ` I } �X \ tO ' 6 9 / °o I \ ^ — Revisions:
PRODUCT, SI E BIO NET/ o I , � I
/ / / / / O� / / + � ' '— . i i- �\ /
INN
/ / / TEMPORARY 6 / // 0
\ / l ` / / / / / ` f / CHECK DAM (TYP.) C6.0 / / / j�'�. .,�..�-� 1 / I ROLLED EROSION CONTROL
N I C6.1 PRODUCT, DOUBLE BIO NET
�� \ \\ \\ I I I / / 1 / / / / / / / / + 1 +
co 9 \ �\ \ \ I I I \ I \ / / / / % ♦
ROLLED EROSION CONTROL 1 (0I `��--co�c`�o/ so 1 \ \\ \ \\� \ \I I\ \ lI `� l � I �/ /// / y
PRODUCT, DOUBLE BIO NET C6.1
I I \ ��- ♦ Y PROPOSED CENTERLINE \ \ \ \ I
"1�1II I I I ALIGNMENT
SEE SHEET C5.0 FOR EROSION CONTROL NOTES
W (9
Know what's below.
Call before you di . 50 0 25 50 100
g SCALE: 1 "=50'
Sheet Title:
EROSION
CONTROL
PLAN
Sheet No:
C 5
■
17000264
08.08.20

� I
Ce 1)?
/ 1 BUFFER �I
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\ I N-a \. / .� � „% � 100 YEAR `
POSSIBLE LOCATION FOR \ FLOODPLAIN
TRUCK TURNAROUND \ ,� �� �' —~ N
(OPTIONAL)
EXISTING SOIL
I \ TYPE LINES
DENUDED FEMA FLOODWAY \ �`
LIMITS (TYP.) (TYP.) \ ,
3 TEMPORARY STONE
\ CC
/ / / Jam/ �.._ (TYP.)
N / �i/ ,� ! C6.0 OPENING SILT FENCE TYP.
Ui
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I
W _ �i �� EXISTING
�� � ti 's• `6 PROPERTY LINE EXISTING SANITARY \ \/H\_
�,�, °� — ���`�\� — \ — — SEWER LINE \ n/Ho
Cl)
3 W �oo��Ss x s ` \\\�\ 9 RIPRAP OUTLET IRVIN CR—�__-_— v —_ /i s/ \ �/� �3 ��,Ho
S REEK'
�_ _ \ o _ —._
W s� \ \ C6.0 PROTECTION (TYP.) -r=p ° � �i' / � �� _3 /Ho
�•7� o a , i�3— ��� s,�•`�`"�-air I \ ?/` - i�l� / 1 1 TEMPORARY S �3� /Hn _
P�
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` _ .�`-� \ ` _ _ `/``_r. ram-. �. ,� . --y — — �•e , �-%" _may. \ \ .� - =���.r /-�l . -- - - ��
�rV \ ^.
9
N \ ROLLED EROSION CONTROL 1 \ ��`11 ��� -� s — — ` 3 � _� '�� _ = �\`Q
PRODUCT, SINGLE BIO NET C6.1 \ \ _ — oo 'ass � � — •** ���� _`©�
_ \ \ -
ROLLED EROSION CONTROL I \ ==\ \ SS 0
o,�
\ L \ \ \ \ \ C \ \ PRODUCT, DOUBLE BIO NET C6.1 \�_= ��_ \ _ — — — "� S-off ~ ®� "amIle .
IV
/ \ \ \\ \ —
\IN. \ \ \ \ TEMPORARY r6 _
CHECK DAM (TYP.) C6.0 \
�,7 s , II ROCK FILTER 7 / OEM OEM
d�go C6.0 BERM (TYP.) ROLLED EROSION CONTROL
os �s PRODUCT, DOUBLE BIO NET C6.1CONTROI
sAp -�\` — 1 _ — ` \ \� �\l `` b/�9 // /// PRODUDCT, DOUOBLE BIO NE
40
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� LEGEND r \
-� EXISTING SIGN - _ _ _ _ = EXISTING CURB AND GUTTER J/ \ / / FEMA FLOODWAY \ \
1 EIP EXISTING IRON PIN PROPERTY LINE \ \ \ \\ \ /s/%% f / //4//^ _ (TYP.)
X EXISTING LIGHT POLE—x—x—x— EXISTING FENCE \ \
I � EXISTING UTILITY POLE
UGE EXISTING UNDERGROUND ELECTRIC LINEIle
R/W RIGHT-OF-WAY ` \ \
OH/U EXISTING OVERHEAD UTILITY LINE 1 / �� \ -- - / ` - - --- = _ - Ile/ / / / - _ \ \ N,
EXISTING TREE TO REMAIN T EXISTING UNDERGROUND TELEPHONE LINE
Zyrl EXISTING FIRE HYDRANT SS EXISTING SANITARY SEWER LINE 100 YEAR
FLOODPLAIN
®m EXISTING WATER VALVE W EXISTING WATER LINE /
®WM EXISTING WATER METER G EXISTING GAS LINE
�S EXISTING SEWER MANHOLE -XXX- EXISTING CONTOUR LINE / W�
XXX PROPOSED CONTOUR LINE
OD EXISTING STORM MANHOLE
• MH I - EXISTING STORM DRAINAGE PIPE PCCO
PROPOSED STORM MANHOLE / BUFFER �
PROPOSED STORM DRAINAGE PIPE
EXISTING DRAINAGE STRUCTURE
TEMPORARY SILT FENCE
PROPOSED DRAINAGE STRUCTURE
TEMPORARY DOUBLE SILT FENCE
TEMPORARY SILT SACK
STONE OPENING IN TEMPORARY SILT FENCE
TEMPORARY TREE PROTECTION BARRICADE
TEMPORARY INLET PROTECTION
DENUDED LIMITS
TEMPORARY ROCK CHECK DAM
��LINED GRASS SWALE
TEMPORARY FILTER BERM BASIN
��� GRASS SWALE
TEMPORARY GRAVEL ENTRANCE
00' NO' TEMPORARY DIVERSION SWALE
E EXISTING UTILITY EASEMENTS
OUTLET PROTECTION
- - - - - EXISTING FLOODWAY LINE
- - EXISTING 100 YR FLOOD
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ROLLED EROSION CONTROL
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SEE SHEET C5.0 FOR EROSION CONTROL NOTES
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SCALE: 1 "=50'
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Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
EROSION
CONTROL
PLAN
Sheet No:
C 5
■

C e r '
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s
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_ _ 3 TEMPORARY STONE �\ -,^ \ \ \
1 \. S \ FEMA FLOODWAY \
�- - - -o Y i C6.0 OPENING SILT FENCE (TYP.) �� \\}�*� ��� \ /
., - x POSSIBLE LOCATION FOR S \ (TYP.) EXISTING SOIL
o� `�' o \•�TRUCK TURNAROUND - ^�� \ \ STREAM \ TYPE LINES \ \ } \ \\\ \\\
M a � (OPTIONAL)PROVIDE SILT �SS
FENCE AROUND IF USED
sZ9s EXISTING SANITARY
SEWER LINE
— — — — V�►�S CREW\\ a \ \ / /
ROLLED EROSION CONTROL 1 ` \ / o / C
\Oil C ��� \ SS�S 3 / +
PRODUCT, SINGLE BIO NET C6.1 s
° zo
PROPERTY LINE
TEMPORARY STREAM
\�`�_ _
\ CHECK DAM (TYP.) C6.0 //%� �` `� \ '.•,
J \ ROLLED EROSION
\ /N,- - \ ` - \ PRODUCT, DOUBLE BIO NET C6.1 �// I ROLLED EROSION CONTROL
' �_ L�EEK ,, �\�t�-�,-- 3 � SS S ,C6.1 PRODUCT, DOUBLE BIO NET
- - -
ROCK FILTER II �s o o / sus I — ♦ ° -- _ S
BERM (TYP.) C6.0 •"� �' 62�- \ o \ 9 RIPRAP OUTLET J
-� ` C6.0 PROTECTION (TYP.) �•• 1 SS �(` `\
CO \ D
ss�
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ROLLED EROSION CONTROL 1 \� o © s
PRODUCT, SINGLE BIO NET C6.1 J
,\ \ ♦ 0
eQ -0 -x,��s o `s \ \ DENUDED y �` : '' ♦ '' '-•�
ss/°oo�,lb 9,y ROLLED EROSION CONTROL I \ LIMITS (TYP.) y `'\• o \ro 624 '
/d \ PRODUCT, SINGLE BIO NET C6.1 ` \ \. ♦♦ ♦*,,
LEGEND ~ _
\ \ FEMA FLOODWAY r-
-� EXISTING SIGN - - - - - - EXISTING CURB AND GUTTER \(TYP
/ \ yo POSSIBLE LOCATION FOR
TRUCK TURNAROUND
EIP EXISTING IRON PIN PROPERTY LINE (OPTIONAL) ` ti\\ ,
` 1EXISTING LIGHT prs��9 I s�sz°>
—x—x—x— EXISTING FENCE °o�� 90 9 9 s�dxs / OHO ROLLED EROSION CONTROL 1 ,` \��
COS EXISTING UTILITY POLE `t9�d S e x t �' d 9 a,
UGE EXISTING UNDERGROUND ELECTRIC LINE `�°y��'���grv\ -"g 00'/t°sors /HO PRODUCT, SINGLE BIO NET C6.1 >
R/W RIGHT-OF-WAY °�0�° \� /�os�eoe� //HO y0 '�• ` ��
o,ti b�d \
H�. ROLLED EROSION CONTROL 1
OH/U—EXISTING OVERHEAD UTILITY LINE o Or ti 9 n�O �•
n�HO o �� ♦• PRODUCT, DOUBLE BIO NET C6.1 /
0 EXISTING TREE TO REMAIN T EXISTI G UNDERGROUND TELEPHONE LINE \ y0 \ b
/HO'\•\ - TEMFEORARY SILT 2
NCE (TYP) C6 0
EXISTING FIRE HYDRANT SS EXISTING SANIT EWER LINE / Oi
Y�/HO y0 '\
®W EXISTING WATER VALVE W EXISTING WATER LINE \ / \
G EXISTING GAS LINE � .� \ �- /
®WM EXISTING WATER METER 1 �i �� 1r \
I \ i % �� ��` RIPRAP BANK 10
EXISTING CONTOUR LINE ` \ / p , STABILIZATION C6.0
\S EXISTING SEWER MANHOLE /NO`
\D EXISTING STORM MANHOLE XXX PROPOSED CONTOUR LINE
od
/ O \\ \
• MH - EXISTING STORM DRAINAGE PIPE l 100 YEAR `9�� d��s �9 s \ \ \ \ ` `
PROPOSED STORM MANHOLE s, o tib GAP \ \ o
PROPOSED STORM DRAINAGE PIPE ` FLOODPLAIN �'o, 1/e Ojy
0 EXISTING DRAINAGE STRUCTURE I % O
_ TEMPORARY SILT FENCE
- PROPOSED DRAINAGE STRUCTURE !v /-
TEMPORARY DOUBLE SILT FENCE / I 0 /SIN°
{� } TEMPORARY SILT SACK I I O� ENO
STONE OPENING IN TEMPORARY SILT FENCE
ElTEMPORARY INLET PROTECTION TEMPORARY TREE PROTECTION BARRICADE i SEE SHEET C5.5^
TEMPORARY ROCK CHECK DAM DENUDED LIMITS
LINED GRASS SWALE
TEMPORARY FILTER BERM BASIN
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NOT FOR
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Corp. NC license: F-1320
r,
Project no: 17000264
` 1 D. 1: 1: 1
Revisions:
625 I
GRASS SWALE
TEMPORARY GRAVEL ENTRANCE mm�'„ TEMPORARY DIVERSION SWALE SEE SHEET C5.0 FOR EROSION CONTROL NOTES AND LEGEND
OUTLET PROTECTION E EXISTING UTILITY EASEMENTS
Q EXISTING WETLANDS •
- - - - - EXISTING FLOODWAY LINE
EXISTING 100 YR FLOOD
Know what's below.
Call before you di . 50 0 25 50 100
g SCALE: 1 "=50'
Sheet Title:
EROSION
CONTROL
PLAN
Sheet No:
C 5
■

V �
a V
IZ7 W
W
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0
\
ROLLED EROSION CONTROL r
PRODUCT, DOUBLE BIO NET / 'LU
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ss Iu o I Ilr \
CTRI
\ c 30' UNION ELE ?
\\\ 1 RIGHT-OF-WAY /
P I
10 - Rn/ o n/Ho n/Ho n/Ho
IPRAP BANK 110
/ C6.0 STABILIZATION \
PROPOSED CL r ALIGNMENT /
\
\��1 / %� 1�= ` co U)V DENUDED / //
LIMITS (TYP.)
ROLLED EROSION CONTROL I i0 /j //j / / S / /
`_ \ I C6.1 / PRODUCT, DOUBLE BIO NET Q
Ap st C tz9 0 / �/ �.J/ DOUBLE SILT FENCE START / /
� \T��� moo•\ \\\^ a\ / 1 I I I I �'rch I sJN,olsu° 4ea / // s/ _ \1 \ / . I /
I I �I O rya ��3ilOb r CO �—
Cv- / ` V 2 )DOUBLE ROW TEMPORARY \ N \ C6.0 SILT FENCE (TYP.)
odd 33 c7. / .�
— n/HO n/H0
—73--7/-
li s �s, zl s31 I o�j�,_ / j/ / sS/F� �� l
�V1000
1000
NIS 8 Hs1r /— i / /' / /
I / USE EXISTING GRAVEL DRIVEWAY AS / / Ss
�/ 1000
CONSTRUCTION ENTRANCE (CONTRACTOR TO /� / / // / , / - k CO / +
\� VERIFY EX. CONDITIONS MEET MINIMUM// \ /r oo / l — / ( r DOUBLE SILT FENCE END
-------___I I I CONSTRUCTION ENTRANCE SPECIFICATIONS) /i / / / EXISTING GRAVEL f \
H /� — / TRAIL
1000
Hwy o�' / _ _ �/ o / _ _ r f c+oo
/ss� /
EXISTING SOIL // I /
n SS / S / / i abs od . TYPE LINES
—�' ✓ . _ \ /
PROPOSED \ / � I Z � � / / / / `/ � o� / / 0anaNaiHo3w / `'
EASEMENTbia3ryao�est aao#
' l l �
100 YEAR
FLOODPLAIN
\ \ \ \
0
l\\ J TEMPORARY CONSTRUCTION � � ti � / ///
C6.0 ENTRANCE \ \ / / �1� / / � } / / �// / / % // .1
FEMA FLOODWAY \ �\kp/ '1 I i/�/
(TYP.) ./EX. STORAGE PCCO < %i j���/�
I
BUILDING \ I BUFFER i / , /
a „t z I \ \ i /
H� I s/ „ti;,,�Fas I \ I f \ 1 �- -iC'1 ///� —oo //�/,, //
/ TEMPORARY STONE 3 \ _ zs "sl �,ti zz� I I 7 I J /i �/ / /'r^ /• ,�/// // / /� A /
OPENING SILT FENCE (TYP.) C6.0 \\ .\ x b �lJ] :z wl I \\
101*
ROLLED EROSION CONTROL Q I / I k i / �' / / �r \ /� / / •��
\ \ nn— nip nirT . r< _ 1 _ .7 11 . I ,_ .fy6 • .,1 I i�� / — / n _ i\ _� _ �' � / // /, / /� /.
I I I I\ J \\\ \\\\
TEMPORARY SILT 2 \\\ \\
FENCE (TYP.) C6.0 \\\ \�
ROLLED EROSION CONTROL I \\
PRODUCT, DOUBLE BIO NET C6.1 \ `\ \
EXISTING SANITARI
\ SEWER LINE
l
v
EXISTING SIGN
EIP
EXISTING IRON PIN
k
EXISTING LIGHT POLE
EXISTING UTILITY POLE
R/W
RIGHT-OF-WAY
EXISTING TREE TO REMAIN
EXISTING FIRE HYDRANT
®m
EXISTING WATER VALVE
®WM
EXISTING WATER METER
�S
EXISTING SEWER MANHOLE
OD
EXISTING STORM MANHOLE
•MHI
PROPOSED STORM MANHOLE
O
EXISTING DRAINAGE STRUCTURE
DI I
PROPOSED DRAINAGE STRUCTURE
{� }
TEMPORARY SILT SACK
TEMPORARY INLET PROTECTION
TEMPORARY ROCK CHECK DAM
TEMPORARY FILTER BERM BASIN
TEMPORARY GRAVEL ENTRANCE
OUTLET PROTECTION
`
EXISTING WETLANDS
— — — — —
EXISTING FLOODWAY LINE
EXISTING 100 YR FLOOD
EXISTING CURB AND GUTTER =`• 1\ i tz Z'ZZs\• i G I I \/
PROPERTY LINE )j ••�\\ `jj HJ I j `al
\ / i j. r� FEMA FLOODWAY
II�Ulk z .31 �" .��j �i ///• i� i(TYP.)
—x—x—x— EXISTING FENCE 1 // / �` �Q I �, i•� i �j�,� /��
UGE EXISTING UNDERGROUND ELECTRIC LINE y ROCK FILTER / / 100 YEAR
C6.0 BERM (TYP.) o, FLOODPLAIN
OH/U EXISTING OVERHEAD UTILITY LINE c� STREAM \ �• • ' ' / / / / / �i �/\ I — — �_
T EXISTING UNDERGROUND TELEPHONE LINE
—SS—
EXISTING SANITARY SEWER LINE / \ U 9 RIPRAP OUTLET / /
--�N iw «s - `� \ \ \ l� —L C6.0 PROTECTION (TYP.) /
W EXISTING WATER LINE r / / HARDWARE CLOTH10
\ G EXISTING GAS LINE AND GRAVEL INLETC6.1
� 1
PROTECTION' / \, \ �� \ �/ \ ir / / 1
EXISTING CONTOUR LINE
XXX PROPOSED CONTOUR LINE / ` ' ` '�`�\�S CREEK - // / / / `
��— p ' 1
�- ' \\\� EX. PEDESTRIAN \�,.�.'n�`i // / / BUFFER
EXISTING STORM DRAINAGE PIPE / —/+�' / \\ 1 BRIDGE
= PROPOSED STORM DRAINAGE PIPE / W 1 / �a ,.s� \ ;gy.079 -p2t _ s .ter
Nis
TEMPORARY SILT FENCE S9Mw.. 3^/ \/� • � Ii J\
TEMPORARY DOUBLE SILT FENCE / / / L N ti �`
�� 31 54+42 �*
STONE OPENING IN TEMPORARY SILT FENCE
3N d� a N sa SL` 0'0�9 I I ` \� \� \ /+ + \ —
TEMPORARY TREE PROTECTION BARRICADE IC Sl 0 3� ; Cs : Ip� x \\ \ + — — N"
01 N/SE�B NIS �s wl + /
DENUDED LIMITS Hi Hil y ^ \ \ \ \ /\` _ _ \ / _ \
LINED GRASS SWALE L
GRASS SWALE
00+ NO' • TEMPORARY DIVERSION SWALE
E EXISTING UTILITY EASEMENTS
SEE SHEET C5.0 FOR EROSION CONTROL NOTES
Know what's below.
Call before you dig.
50 0 25 50 100
SCALE: 1 "=50'
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Seals:
NOT FOR
Corp. NC license: F-1320
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
EROSION
CONTROL
PLAN
Sheet No:
C 5
■

50' MIN.
EXISTING GRADE
PUBLIC STREET
SOIL STABILIZATION
FABRIC UNDER 2"-3"
COURSE AGGREGATE
Lu
w
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J
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n
a
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" COURSE AGGREGATE SHALL BE LOCATED WHERE TRAFFIC
WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE
CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A
PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH
CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
MAINTENANCE NOTES:
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO TO
PUBLIC ROADWAYS.
Temporary Gravel Construction Entrance
NCDEQ STD. 6.06
STEEL POST
WIRE FENCING
WOVEN FILTER
FABRIC
m
N
GENERALNOTES:
& MAX. STANDARD STRENGTH FENCE WITH WIRE FENCE
& MAX. W/EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE
STEELTYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH
12" STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 14 GAGE WITH MAXIMUM 6" OPENINGS.
7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE (WITHIN 5 FT.) WHEN
GRADING IS ADJACENT TO SWIM BUFFERS OR WETLANDS (REFER TO SWIM BUFFER
GUIDELINES).
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE
EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE
HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE
SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
Temporary Silt Fence
2 NCDEQ STD. 6.62
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS-AUG. 15 - DEC. 30
COASTAL PLAIN AND PIEDMONT-AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
MULCH
RYE (GRAIN) 120
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
ANNUAL LESPEDEZA (KOBE IN
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
PIEDMONT AND COSTAL PLAIN,
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
KOREAN IN MOUNTAINS) 50
MAINTENANCE
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
REPAIR AND RE -FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH
COVER IS NOT TO EXTEND BEYOND JUNE.
50 LB/ACRE OF NITROGEN IN MARCH. IF NECESSARY TO EXTENT TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND
SEEDING DATES
COSTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
MOUNTAINS -ABOVE 2500 FEET: FEB. 15 - MAY 15
EARLY MARCH.
BELOW 2500 FEET: FEB. 1 - MAY 1
PIEDMONT-JAN. 1 - MAY 1
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
COASTAL PLAIN -DEC. 1 - APRIL 15
SOIL AMENDMENTS
SEEDING MIXTURE
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
SPECIES RATE (LB/ACRE)
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
GERMAIN MILLET 40
FERTILIZER.
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY
MULCH
BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
SEEDING DATES
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MOUNTAINS -MAY 15 - AUG. 15
MULCH ANCHORING TOOL.
PIEDMONT -MAY 1 - AUG. 15
COASTAL PLAIN -APR. 15 - AUG. 15
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
SOIL AMENDMENTS
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
OR OTHER DAMAGE.
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE
MULCH
APPLY 4,000 LB/ACRE STRAW. 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.
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
WINTER AND EARLY SPRING
Seeding Specifications for Temporary Erosion Control
NCDEQ STD. 6.10
W1=3Do
END OF FLARED
SECTION
W2
END OF APRON
PLAN
0% SLOPE
I1 I r z
1'-6" 1' MIN.
FILTER FABRIC LAP
(IF NEEDED)
ELEVATION
NATURAL
GRADE
RIPRAP
M M
--]1 9
11 -
L W
11
U
NOTE: MINIMUM LAYER OF
H=' PIPE DIAMETER FILTER FABRIC
SECTION B-B
d50 (SEE FIG. 8.06 A&B "NC SEDIMENT AND EROSION CONTROL MANUAL"
DMAX=1.5Xd50
T=1.5XDMAX
9 NRi"Q STO6 41et Protection
EXISTING
GROUND
12" OF NCDOT #5 OR #57
WASHED STONE
CLASS B RIPRAP
FILTER
CLOTH
- PLASTIC OR
WIRE TIES
N
L = THE DISTANCE SUCH THAT POINTS A
AND B ARE EQUAL ELEVATIONS
A L B
„ RAIKI 15n
9�_1►DII�9�
- STEEL POST
- WIRE FENCING
- WOVEN FILTER
FABRIC
Q
_ z O
BACKFILL TRENCH
MIN.
AND COMPACT
THOROUGHLY
* 1.5'
D
Z MAX AT
CENTER
4'TO6'
CROSS-SECTION VIEW
WIRE
FENCING (IF
APPLICABLE)
WOVEN
FILTER FAB
4' MAX
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•
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30=3i2i!i2isi
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f�..��:��I�rl!■�llri�i•iirrvlL.lS---.+.!l+---_ .._----r7'1 _ _ �-.5�±1�•l�SIiYRcl�IC-_--.
I
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�s��vi�'�i�1►G
i►<eGZL!�� �A�U�C
STEEL POST
HARDWARE CLOTH
FLOW
ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
GENERAL NOTES: MAINTENANCE NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY
HIGH BUT NO TALLER THAN 18 INCHES. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER
EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE
SECURELY USING APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE IMMEDIATELY.
KEYED IN A MINIMUM OF 12 INCHES IN LENGTH AND BACKFILLED
PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO BE SAME 2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY
AS STD. #6.62 (19 GAUGE, 1/4" SPACING). EVENT THAT HAS CLOGGED OR REMOVED IT.
3. POSTS SHALL BE NO MORE THAN 4 FEET APART. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE
ANTICIPATED AND AT THE DIRECTION OF THE INSPECTOR. OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO
FRONT VIEW THE EXISTING GRADE, PREPARED AND SEEDED.
nTemporary Stone Opening in Silt Fence
N.T.S.
NOTES:
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF
THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE
OR BLOCKAGE FORM DISPLACED STONES.
DCheck Dam
NCDEQ STD. 6.83
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE
ENGINEER.
2. REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES' EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT
AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 21 AND A HEIGHT NOT LESS THAN TWO THIRDS THE
PIPE DIAMETER OR CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING
CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE
APRON SHALL BE ATTHE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING
CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 51
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE
ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL MUST BE STABILIZED.
DESIGN DATA TAKEN FROM THE USDA NOMOGRAPH LOCATED IN
THE NC SEDIMENT AND EROSION CONTROL MANUAL
OUTLET PROTECTION SUMMARY
OUTLET
La (ft)
W1 (ft)
W2 (ft)
*T (in)
H (in)
CLASS RR
FES 1
10
3.00
11.00
9
8
A
FES 3
10
3.75
11.25
9
10
A
FES 5A
10
3.75
11.25
9
10
A
FES 6A
10
4.50
11.50
18
12
B
FES 7
13
6.00
15.00
18
16
B
FES 9
13
6.00
15.00
18
16
B
FES 11
10
3.75
11.25
9
10
A
FES 13
18
6.00
20.00
18
16
B
PE 15A/B
13
6.00
15.00
18
16
B
PE 17A/B
13
6.00
15.00
18
16
B
FES 19
10
4.50
11.50
18
12
B
FES 21
13
6.00
11.50
18
12
B
FES 23
10
4.50
11.50
18
12
B
FES 25
10
4.50
11.50
18
12
B
FES 28
13
6.00
15.00
18
16
B
FES 30
10
3.75
11.25
9
10
A
FES 32
10
3.75
1 11.25
9
10
1A
FES 34
10
3.75
11.25
9
10
A
FES 40
10
3.75
11.25
9
10
A
FES 42
10
4.50
11.50
18
12
B
FES 44
10
4.50
11.50
18
12
B
FES 52
10
3.75
11.25
9
10
A
FES 54
10
3.75
11.25
9
10
A
FES 56
10
4.50
11.50
9
12
A
ORIGINAL GROUND LINE
STREAM BOTTOM
Lu
WATER LINE
m 2
a_
< > 3'-6" MIN. 1
GEOTEXTILE
BEDDING MX
AS NEEDED
El
2'-6" MIN.
SIDE VIEW
FRONT VIEW
NOTES:
1. SEE GRADING PLAN FOR LOCATION OF RIPRAP.
2. RIPRAP SHOULD EXTEND UP THE BANK AT A MAXIMUM SLOPE OF 2:1.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL.
THE AREA TO BE RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE THE SAME
GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL.
4. ALL SUBGRADE TO BE COMPACTED TO 95% OR GREATER.
5. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
6. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP RAP.
7. ANY DISTURBED AREA FROM END OF APRON TO RECEIVING CHANNEL MUST BE STABILIZED.
8. PLACE LARGER STONES AT THE TOE OF THE SLOPE TO HOLD RIPRAP IN PLACE.
EN
ra Bank Stabilization
1 O N.T.S.
CEMENT
ECTION
#5 WASHED STONE
1' THICKX 2X HIGH (MIN.)
NCDOT #57 OR #5
WASHED STONE
SEDIMENT
STORAGE ZONE
n
CLASS B OR CLASS
1 RIP RAP
PERSPECTIVE VIEW
CLASS B OR CLASS
1 RIP RAP
1'_tf
\
3'
-1 z_
d � N Z
SECTION
Tem ora Filter Berm Basin
11 NCDEQ STD. 6.55
44k
SEDIMENT STORAGE AREA.
FINISHED GRADE
TOP OF
EMBANKMENT
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Corp. NC license: F-1320
Project no
Date:
Revisions:
Sheet Title:
EROSION
CONTROL
DETAILS
Sheet No:
C660
17000264
08.08.20

` Excavate channel to design
Overlap 6" min. grade and cross-section
Design depth
Longitudinal
\+ anchor trench
Overcut channel 2" to allow bulking` A'
during seedbed preparation
l
Typical installation
with erosion control -
blankets or turf }
reinforcement mats
6• 6,
Intermittent check slot Longitudinal anchor trench
Shingle -lap spliced ends or begin new
roll in an intermittent check slot
Prepare soil and apply seed before
installing blankets, mats or other
temporary channel liner system 1
MAINTENANCE NOTES
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (Z INCH OR
GREATER) RAINFALL EVENT. REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED AND EROSION MUST NOT OCCUR BENEATH RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE
REPLACED 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.
Rolled Erosion Control Products
NCDEQ STD. 6.17
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
q
Self -inspections are required duringnormal 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. An time when inspections
P P Y Y P
were delayed shall be noted in the Inspection Record.
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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.
-
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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 General 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-NOI 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 ri ra are provided at the discharge points of all dewatering devices and
() Y P P, riprap P g P g ,
(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.
Longitudinal anchor
trench
Stake at 3'-5'
intervals
ff.
Wslot at 25'
intervals
Initial channel
anchor trench
NOTE:
1. Check slots to be constructed per manufacturers specifications.
2. Staking or stapling layout per manufacturers specifications-
51ope surface shall be smooth before
placement for proper soil contact.
M 2"
Stapling pattern as 'n'
per manufacturers overlap f�
recommendations.
❑o not stretch blankets/matting tight -allow
the rolls to conform to any irregularities.
For slopes less than 3HAV, rolls
may be placed in horizontal strips-
Incn.6! 6
Terminal slope and
channel anchor trench
Intermittent
check slot
If there is a berm at the top of
slope, anchor ups Iope of the berm.
Anchor in 6"x6" Inin. Trench
and staple at 12" intervals.
Min. 6" overlap.
Staple overlaps
max. 5" spacing.
Bring material down to a level area,
turn the end under 4" and staple at 12"
intervals.
Lime, ferti I i2e, and seed before installation. Planting
of shrubs, trees, etc. should occur of ter installation.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
() Oilspills ills if:
• They are 25 gallons or more,
The are less than 25 gallons but cannot be cleaned u within 24 hours
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• 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
() P P Y g
environment.
2. Reporting Timeframes and Other Requirements
After a ermittee becomes aware of an occurrence that must be reported, he shall contact
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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.
NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING
-:
011 410
i�"�H C I
t�id I
EFFECTIVE: 04/01/19
6.17.11
NCDOT #5 OR #57
WASHED STONE
FIGURE 6.51A HARDWARE CLOTH
AND GRAVEL INLET PROTECTION
PLAN
CONSTRUCTION SPECIFICATIONS
19-GUAGE HARDWARE
CLOTH (4" MESH
OPENINGS)
NCDOT #5 OR #57
WASHED STONE
4' MAX.
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POST EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT
THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT#5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE,
AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
MAINTENANCE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE
MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
INLET PROTECTION
6.52, BLOCK AND GRAVEL INLET PROTECTION
6.54, ROCK DOUGHNUT INLET PROTECTION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROADS AND STRUCTURES
Hardware Cloth and Gravel Inlet Protection
NCDEQ STD. 6.51
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
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit Sections E and F respectively). ( P Y). The
ermittee shall comply with the Erosion and Sediment Control Ian approved b the
P P Y P PP Y
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.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasin g
land disturbance
a Perimeter dikes
swales, ditches, and
7
None
perimeter slopes
b High gh 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
() P
14
ditches perimeter slopes and HOW
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Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes swales
es P
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 Stabilization Permanent Stabilization
• 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 selectingfrom the NC DWR List o A roved PAMS Flocculants.
f PP /
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.
5. 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 disposal center that handles these materials.
Y g or P
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 dume. ster trash
P
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.
p ry P P g
6. Anchor all lightweight items in waste containers during times of high winds.
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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 s da clean u and dispose of waste in designated waste containers.
Y, P P g
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint q aint and other liquid waste into storm drains streams or wetlands.
2. Locate away paint washouts at least 50 feet from storm drain inlets and surface
P Y
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
g p, g q
construction sites.
1. Install portable toilets on level round at least 50 feet away from storm drains
P g Y
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 s. ravel ad and surround with sand biz
g P g
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.
`r
..,NORTH CAROLI NA,i-.,
EnWrImmental QUdIt `
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
ONSITE CONCRETE WASHOUT
STRUCTUREWITH LINER
RT ~ i1R5 •IRr
771
IW-
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s
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HELOV &BADE VASNtyli 51RIlCTiYrlE AMPLE 0R6 VA Irr STRI cna
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.
g PP . Y
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
P Y P q PP
alternate method or product is to be used contact our approval authority for
P Y PP Y
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 storingdefective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
P
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
p P p 1
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, g P 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.
IAZARDOUS 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 groUnc
EFFECTIVE: 04/01 / 19
CM
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Corp. NC license: F-1320
Project no
Date:
Revisions:
Sheet Title:
EROSION
CONTROL
DETAILS
Sheet No:
C6e
17000264
08.08.20

NOTES
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT
INTERVALS. FOR VALLEY GUTTER, A 15-FOOT SPACING
MAY BE USED WHEN A MACHINE IS USED. JOINT
SPACING MAY BE ALTERED BY THE ENGINEER TO
PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE
OF TEMPLATES OR FORMED BY OTHER APPROVED
METHODS WHERE SUCH JOINTS ARE NOT FORMED BY
TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE
OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT
INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN
ABUTTING SIDEWALK.
4. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER
SHALL BE COMPACTED TO 100% STANDARD PROCTOR
DENSITY.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO
PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600
P.S.I. IN 28 DAYS.
2" RADIUS
6" 1'-0"
3 �" RADIUS
a RADIUS � 8
(V c
a �
a
V-6'
STANDARD CURB AND GUTTER
- !"RADIUS
6" 2'-0"
3"
a � RADIUS f]
(V c
a
, ___11
a a
a d d a
2'-6"
STANDARD 2'-6" CURB AND GUTTER
Concrete Curb and Gutter Detail-
N. T. S.
NOTES
1. OWNER PROVIDED CONTRACTOR INSTALLED
2 Permanent Bollard Detail
N.T.S.
3" HEIGHT SLIDING LOOP
HANDLE TO LOCK BOLLARD
IN PLACE
(2) 2" x 1" LOCK
TABS WITH 7' HOLES
REFLECTIVE STICKER, (2)
PER BOLLARD ON OPPOSITE
SIDE FACING TRAFFIC
2" GALVANIZED
STEEL POST
HINGE PIN
EPDXY SET 1/2" O
THREADED ROD AND
WASHER ANCHOR. 4"
MIN. EMBEDMENT
TX 10" GALVANIZED
STEEL BASE PLATE
WITH (4) 1" HOLES FOR
MOUNTING
Notes:
1. Provide 12"x12'k12" min. concrete footing if placing bollard in
asphalt pavement.
2. Provide thickened slab, 6" min. thickness, if placing bollard in
light duty 4" concrete pavement.
3. Mount directly into concrete pavement of 6" or greater thickness.
OWNER PROVIDED CONTRACTOR INSTALLED.
2" X 4" RED RECTANGULAR METAL
REFLECTOR. 2 PER BOLLARD ON
OPPOSITE SIDES FACING TRAFFIC
6" DIA. STEEL PIPE BOLLARD
FINISHED GRADE
1" SLOPE
95% COMPACTED SUBGRADE
CONCRETE FOOTING
6" OF #5 WASHED STONE
(4) }" HOLES
FOR MOUNTING
0 0 IF 7" X 10" GALVANIZED
STEEL BASE PLATE
[Nr:
o
0 0
PAVEMENT SURFACE
(SEE NOTES FOR MOUNTING &
FOOTING REQUIREMENTS
REVISIONS N.
COLLAPSIBLE STEEL s"EET
BOLLARD of
NATE. SCALE
7 Dro Down Bollard Detail
N.T.S.
-2" RADIUS
6" 1'-0"
e.
3"
1" RADIUS
a RADIUS � 8
(V c
d a
V-6"
"SPILL" CURB AND GUTTER
TO BE USED WHEN ASPHALT
SLOPES AWAY FROM GUTTER
JOINT SEALER -
RADIUS, RECESSED $" TYP.
$" RADIUS (TYP.) SURFACE
OF GUTTER
JOINT FILLER
TRANSVERSE EXPANSION JOINT
6'
5', (8' WIDE FOR
VAN ACCESSIBLE)
ASPHALT -
PAVEMENT
6'
ACCESSIBLE PARKING SIGN
CENTERED IN SPACE, (TYP.) NOTES
1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 1:12.
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH
THE RAMP AREA.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE
REQUIRED AT LOADING ZONE AREA.
4. COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL AND FEDERAL
ADA STANDARDS.
/ CURB AND GUTTER
5. ALL 12"x18" ACCESSIBLE SIGNS (R7-8a AND R7-1) SHALL BE MOUNTED AT
7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING
TAPER CURB AND WALK
HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA BETWEEN
DOWN TO GUTTER GRADE
SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED
TO USE.
6. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
4" WIDE WHITE PAINTED
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT
STRIPES @45- ANGLE
OF TRANSPORTATION SUPPLEMENT.
EQUAL SPACES, 5' O.C.
7. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWLINE OF
THE CURB AND GUTTER.
4" WIDE WHITE
PAINTED LINE
PLAN
FINISH GRADE
WIDTH VARIES. SEE PLAN
4" 1 HICK
-III CONCRETE WALK
SEALED EXPANSION TAPERED CURB
JOINT ACCESSIBLE RAMP SECTION A -A
Accessible Parkina/Sianaae/Strir)ina Detail
N.T.S.
I I I I
i I I I
PLAN
G M 4
I I
DOWEL
OPTIONAL CONSTRUCTION JDINT
ELEVATION
4 Headwall
N.T.S.
SLOPE AS INDICATED ON PLANS
P CE fl0 VE 9BELL ENU OF PIPE �g /
TO FACE OF WALL r r�
S
r
N_
C0Nc7°-
PIPE #4-$ARS
LEBI
o
FOOTING
(IF CONST. JOINT IS USES) DOWEL
END ELEVATION BAR-"X"
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE
SINGLE PIPE
04u8-F PIPF
LOC.
DI A.
16"
18"
24"
30"
36"
42"
48"
15"
t8"
?4`
30"
3E"
42"
48"
BARS
"x„
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2
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3
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1
2
2
2
2
3
1;OTY.
2
2
3
3
4
42
2
3
3
4
4
-
1a1AL 1-135.
9
9
14
i4
19
53
G5
12
12
19
13
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DTMFNSLONS
SINGLE PIP
DOUBLE PIPE
D
H
B
G
T
3
L
YD1
NI
L
YD'
15"
3'-3"
1'-8"
2'-9"
21,44'
91�'
5'-6"
0.7
2'-2"
7'-8"
1-0
18"
3'-7"
1'-1a"
3'-2"
212'
ID"
5'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-a"
3"
10"
8'-0"
1.5
3'-5"
11'-5"
2.0
3U"
6'-0"
V-6"
4'-T"
A1,§
111 ,
91.-2„
2.3
4'-3"
13.-S"
3.1
36"
5,•8`
2'-8"
5'-5.,
4-14,.
11V2
11.-0"
3.4
5'-0"
15'-13"
4.5
42"
11
3'-1 "1
S'-4"
514''
1
4.5
5'-10"
IS'-fi"
6.0
48"
E�-S"
3,-5"
7'-2"
5aA
111t„
14' 4"
6.4
6'-B"
21'-0'
8.0
*SEE SHEET 3
HAND TROWEL SCORE JOINT- 1/4"X3/4" DEEP
WITH TOOL BANDING. SEE SITE PLAN FOR
SCORE JOINT SPACING
MEDIUM BROOM FINISH
PERPENDICULAR TO TRAFFIC FLOW
1.5" (TYP.)
PROVIDEBIT. EXPANSION JOINT @ 30' O.C. WITH
JOINT SEALER AS SPECIFIED-1/2" THICK, 16' BELOW
FLUSH ON Z' THICK EXPANSION JOINT. PLACE EXP.
JOINT WHERE SHOWN ON PLAN, WHERE NEW POUR
IS CONTIGUOUS TO ANY STRUCTURE, AND AT 30' O.C.
SIDEWALK CONTRACTOR TO BACKFILL MAX.
ALL SIDEWALKS WITH SUITABLE SOIL
1/4" X 3/4" TOOLED JOINT WITH
RADIUS EDGES.
..Q_,.....
....a a ,.
Tj a
1n
PLAN
MEDIUM BROOM FINISH
PERPENDICULAR TO
TRAFFIC FLOW
a ..... ...... , a
a a
0
JCOMPACTED SUBGRADE SECTION
4000 PSI FIBER- 95% STD. PROCTOR
REINFORCED CONCRETE ASTM D 698
Concrete Sidewalk Detail
N.T.S.
SIGNAGE
8' 8' 8' 8' s'
8'
VAN
ACCESSIBLE
SPACE
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE
SPACE, BUT NOT LESS THAN ONE, IS REQUIRED
TO BE VAN ACCESSIBLE
PARKING SPACE PAVEMENT MARKINGS
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SECTION V-6"
SEE STD. 20.23 AND 20.24
4„ 1
_ IT��E��T�
�l END VIEW
6 Flared End Section
N.T.S.
GENERAL NOTES:
O
RESERVED RESERVED
PARKING I PARKING PARKING
MUTCD DISABLED MUTCD
MUTCD
R7-8a PASSENGER R7-1 R7-8a
12"x18" LOADING 12"x18" 12"x18"
ONLY
MAXIMUM R7-8D MAXIMUM R7-8D
PENALTY 12x9 PENALTY
$ 250 $ 250 12"x9„
VAN R7-8e GREEN
ACCESSIBLE 12"x6" ACCESSIBLE SIGNAGE WHITE
BACKGROUND
RESERVED
R7-8 OR R7-8a PARKING
BLUE
12"x18" SIGN
WHITE
R7-8D �� MAXIMUM SYMBOL
ACCESSIBLE ROUTE (SEE GS 20-37.6 PENALTY
NOTE #3) 9"x12" SIGN
VAN
R7-8e 6"x12"
SIGN AT VAN W
ACCESSIBLE o
z
SPACES ONLY Lu
W
U)
2 LB/FT. GALV. U
CHANNEL DRIVEN
2'-6" MIN. INTO
FINISH
COMPACTED EARTH
GRADE
u
ACCESSIBLE SIGNAGE ELEVATION
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF E" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIP£, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BANS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
ALTERNATE VVAI I
CONF
0
PLAN
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838.01
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
H:V
WT.
12"
2-1/4"
4"
2'-0"
4'-1"
2'-0"
6-1"
3:1
730
15"
2-1/4"
6"
2'-3"
3'-10"
2'-0"
6-1"
3:1
730
18"
2-1/2"
9"
2'-3"
3'-10"
3'-0"
6-1"
3:1
1190
24"
3"
10"
3'-8"
2'-6"
4'-0"
6-2"
3:1
1770
30"
3-1/2"
1'-0"
4'-6"
1'-8"
5'-0"
6-2"
3:1
2380
36"
4"
1' -3"
5'-3"
2'-11"
6'-0"
8'-2"
3:1
5320
42"
4-1/2"
1'-9"
5'-3"
2'-11"
6-6"
8'-2"
3:1
5920
48"
5"
2'-0"
6-0"
2'-2"
T-0"
8'-2"
3:1
7470
54"
5-1/2"
2'-3"
5'-6"
2'-10"
T-6"
8'-4"
3:1
8810
60"
6"
2'-6"
5'-0"
3'-3"
V-0"
8'-3"
3:1
11180
66"
6-1/2"
3'-0"
6-0"
2'-3"
V-6"
8'-3"
3:1
12530
72"
7"
3'-0"
6-6"
1'-9"
9'-0"
8'-3"
3:1
13980
GENERAL NOTES:
1. SEE CURRENT NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMENTER PER
AASHTO M170, TABLE 2, WALL B.
3. ALL CONCRETE TO BE 4000 P.S.1 COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
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Seals:
Corp. NC license: F-1320
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
CONSTRUCTION
DETAILS
Sheet No:
C6*2

NOTES
1. SEE SPECIFICATIONS FOR OTHER
REQUIREMENTS.
2. SPRAY HERBICIDE TO KILL ALL VEGETATION
PRIOR TO APPLYING OVERLAY.
3. ASPHALT MIX SHALL NOT CONTAIN MORE THAN
30%" RECYCLED ASPHALT PRODUCT (RAP).
PROVIDE COMPACTED BEVELED
EDGE
FINISH GRADE
CARRY BASE COURSE 12"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT CURB
AND GUTTER
STANDARD DUTY PVMT SECTION
S9.513 SUPERPAVE ASPHALT
SURFACE COURSE (TWO LIFTS)
COMPACTED SUBGRADE
95%" STD. PROCTOR
Asphalt Pavement Detail (Parking Lot
N.T.S.
PLAN
SECTION X-X
8„
4"
6"
COMPACTED ABC
(TYPE A)
NOTES:
1. ALL DROP INLETS OVER 3-6" IN DEPTH TO BE PROVIDED
WITH STEPS V-2" ON CENTERS.
2. ALL CONCRETE TO BE 3000 P.S.I. COMPRESSIVE STRENGTH.
3. MORTAR JOINTS SHOULD BE BETWEEN $" AND $' THICK.
4. BRICK MASONRY DROP INLET NOT TO BE USED IN
LOCATIONS SUBJECT TO TRAFFIC, FOR STRUCTURES WITHIN
TRAFFIC BARING ARES, USE PRE -CAST STRUCTURE INSTEAD.
5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4"
SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF HARD
COMMON CLAY BRICK.
6. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL OVER 8'-0" IN
HEIGHT USE 12" WALL TO 6-0" FROM TOP OF WALL AND 8"
WALL FOR THE REMAINING 6-0". QUANTITIES TO BE
ADJUSTED ACCORDINGLY.
7. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN
WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
8. ALL SLABS SHALL BE FORMED.
9. FRAME AND GRATE FOR THIS STRUCTURE IN ALL
SITUATIONS SHALL BE "US FOUNDRY" #4139 & #6429 OR
APPROVED EQUAL WITH H2O LOADING CAPACITY.
10. REFER TO NCDOT STRUCTURE DETAILS FOR PIPE SIZES
LARGER THAN 24".
11. USE CONCRETE MASONRY UNITS OR (2) 6" PRECAST GRADE
RINGS TO SET GRATES. ALLOW FOR TOP V TO BE ADJUSTED
ACCORDINGLY.
12. PRE -CAST BOXES CAN BE SUBSTITUTED. SUBMIT SHOP
DRAWINGS ON ALL STRUCTURES.
2'-T
4"
INDUSTRIAL DRIVE F
SQUARE F
SEE PICKET OPTIONS IN T,
1 3/8" [35MM] X 1 1/2" [3F
U-CHANNEL
INDUSTRIAL DRIVE R
3 13/16" [97K
POST CAP OPTIONS
F I PICKET
J SIZE
1" [25MM]
I I I I
I I I I
FENCE ELEVATION I I I I MIN DEPTH
GAUGE I I I IN: 36"
NOTES:
1 L U J 1 MM: 914
16 GA
1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS.
2. FOOTING WIDTH TO BE (4)X POST WIDTH. WIDTH
3. SEE PANEL & POST SELECTION SHEET FOR AVAILABLE POST SIZES.
4. PROVIDE MATCHING LOCKABLE GATE. IN:
MM:
Decorative Aluminum Fencini
N.T.S.
NOM HEIGHT (H)
5— 0" [1524MM]
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Seals:
Win �M��� NMAR*I'
NOT FOR
Corp. NC license: F-1320
8
e Project no: 17000264
Date: 08.08.20
CONC.
PIPE CONC.
Revisions:
PIPE
a
— —
a 4,
d
6"
SECTION Y-Y
DIMENSIONS AND QUANTITIES
DIMENSIONS OF BOX & PIPE
CONC.
IN BASE
TOTAL BRICK MASONRY
DEDUCTIONS
FOR ONE PIPE
PIPE
SPAN
WIDTH
HEIGHT
PER FT.
HEIGHT
BRICK
COPING
MIN.
H
SIZE
A
B
H (MIN.)
C.U. YDS.
C.M.
R.C.
12"
2'-0"
2'-0"
2'-8"
0.267
0.313
0.037
0.871
0.020
0.032
15"
3'-0'
0.976
1 0.031
0.047
18"
T-5"
1.106
0.044
1 0.065
24"
2'-0"
2'-0"
4'-0"
0.267
0.313
0.037
1.289
0.078
1 0.113
DDro Inlet Detail
N.T.S.
Sheet Title:
CONSTRUCTION
DETAILS
Sheet No:
C6*3

ha lle- wl01Lein:@:L'1II[9-19
2" BOLTS W/ WASHER (TYP.)
10" DIAM. POST
(TYP.)
13'-0" HEADER BEAM
38" TALL POWDER COATED
12'-0" CLEAR DISTANCE CHAINLINK FENCE (TYP.)
2"X6" TOP RAIL
SEE DETAIL D
4"X4" POST
rr
2"X6" BOTTOM RAIL
I
4"X16" JOIST (TYP)
SEE DETAIL A T
N
� I
L0
/ I ' STAY IN PLACE METAL FORMWORK
�1 ; 11 �"�2'-0"�2'-0" ,� 2'-0"�2'-0"�1'-11 �" •I - ��
6" REINFORCED CONCRETE
DECK
w SEE DETAIL C
elf
> 2"X12" DIAPHRAGM (TYP.) SEE PLAN
VIEW FOR SPACING
Ld
Q 5'-8" III III III5'-8"-III III 4"X12" HEADER BEAM
SECTION "A" -"A"
SECTION "B"213"
PLAN VIEW FOR SPACING
f�al/:f-m-11►Lein:@ZI1II[9G1Z!
2"X6" MIDDLE RAIL
2"X6" BOTTOM RAIL
6" REINFORCED CONCRETE DECK
iu.`vy
NOTES:
1. ALL HARDWARE, ANGLES, AND PLATES USED FOR CONSTRUCTION SHALL BE HOT -DIPPED GALVANIZED.
2. BOARDWALK IS TO BE SUPPORTED ON 10" MIN. TIP DIAMETER PILING AND CONSTRUCTED USING TOP -
DOWN CONSTRUCTION METHODS.
3. SMALL MEMBERS SHALL HAVE PRE -DRILLED HOLES TO PREVENT SPLITTING DURING CONSTRUCTION.
4. ALL WOOD SHALL BE PRESSURE TREATED GROUND CONTACT ('PT').
5. USE STRUCTURAL SELECT WOOD FOR ALL MEMBERS.
6. ALL SMALL MEMBERS ARE TO BE MADE WITH SCREWS, NO NAILS.
7. MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS UNLESS OTHERWISE NOTED:
TIMBER MATERIAL: SOUTHERN PINE
TIMBER GRADE: SELECT STRUCTURAL
BOLTS: A325 STEEL, GALVANIZED
CONCRETE STRENGTH, F'C: 3,000 PSI
REINFORCING STEEL: ASTM 615, GRADE 60
STRUCTURAL STEEL: A36 STEEL (MINIMUM), GALVANIZED
� Boardwalk
N.T.S.
n=A I I A
nCTA11 t`
DECK DETAIL
5 7' STEEL PLATE SEE
6" REINFORCED CONCRETE
DECK
'E METAL
7/8" X 8" BOLTS WITH
WASHER
OIST
AT
#4 LONGITUDINAL BARS (TYP.)
#4 U B/
10" DIAM. F
11Ile] :AIA.ZK.1►Nl:»r:1
4" X 16" JOIST
BRACKET OR EQUIVALENT
EAM SEAT
5 WITH WASHER
PACING = 4 2'
IDER AND POST
nCTA II Q
r'1CTA II n
WA I I QADC CDA /,9 F"
ABUTMENT DETAIL
4" X 6" POST
IL
CONCRETE DECK
4" X 16" JOIST (TYP.)
0�:E:m:]aawI&I:F_vdg
I:IMG191:1Z
VAL BARS (TYP.)
'SON STRONG TIE HLGBA, W=7" (TYP.
R EACH TIMBER POST)
STIRRUPS SPA. @ 16"
TE: ABUTMENTS ARE13-FT LONG CENTERED
DNG C.L. OF BRIDGE.
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NOT FOR
Corp. NC license: F-1320
H
L
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
STRUCTURAL
DETAILS
Sheet No:
C6*4

FILL FACE @ END BENT #1
BOTTOM OF CAP ELEV.
622.140
EXISTING CLASS II RIP
RAP, TYP.
TEMPORARY SHORING
HP 12X53 STEEL
PILES
27'-7 3/8'
SPAN LENGTH PERPENDICULAR TO END BENT ¢#1
V V%J1V11 Pill I LLJ !lLJV
TYPICAL SECTION UNDER BRIDGE
C.L. @ BENT #1
LEV.
DP OF SLAB ELEV. AND TOP
RAP
:ISTING CLASS II RIP
kP, TYP.
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Project no
Date:
Revisions:
Sheet Title:
17000264
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UNDERPASS
DETAIL
Sheet No:
C6*5

630.00
625.00
z 620.00
O
Q
w
J
LLI
615.00
STA 50+27.54
STA 50+43.67
STA 51+15.82
STA 51+32.15
■
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TOP OF WALL
ELEV 616.97 FT
■
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��1/2"
EXPANSION JOINT
TOP OF WALL ELEV. 619.973 FT
6" COMPACTED ABC
12" MIN SOIL FILL
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FOUNDATION DRAIN
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50+30 50+40 50+50 50+60 50+70 50+80 50+90 51+00 51+10 51+20 51+30
STATION
ELEVATION VIEW
630.00
625.00
620.00
615.00
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Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
RETAINING
WALL DETAIL
Sheet No:
C6*6
PLAN VIEW

EXISTING FRONT FACE END BENT
0
I
1" EXP. JT. MAT'L
(PLACE DEBONDING TAPE ON TOP OF
EXP. JT. MAT'L)
2" L
EXCAVATION LIMIT ---/
I
4" CONCRETE SLOPE PROTECTION
I I
TEMPORARY SHORING
I I
1'-6" MIN. FREE DRAINING
- GRANULAR BACKFILL,WRAP WITH APPROVED FIBERCLOTH.
EXISTING
HP 12X53 PILES
7'-68" MIN.
WELDED WIRE FABRIC
6 X 6 - W1.4 X W1.4
N
2
3'-0" MIN.
CLEAR
1.5 \
SEE DRAIN
DETAIL
w
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1
10"
Wea,
BOND BREAKER
w
#5@12"
— #5@6"
3" CHAMFER
CONST. JT.
1'-3" OR MIN. 5.5" EMBED INTO PWR
** KEEP FREE OF CONCRETE AND SEAL WITH JOINT SEALER
OR GRAY LOW MODULUS SILICONE SEALANT
SECTION A -A
10MLPl,������������
SHEETING
,o
Ni
EXCAVATION LIMIT
TEMPORARY SHORING (SEE PLAN
VIEW FOR SHORING LIMITS)
1'-6" MIN. FREE DRAINING
- GRANULAR BACKFILL,WRAP
WITH APPROVED FIBERCLOTH.
DRAIN DETAIL
N.T.S.
7'-4$" MIN.
FRONT FACE OF WING
WALL
CLASS II RIP RAP
2
�1
SEE DRAIN
DETAIL
3'-0" MIN.
CLEAR
U
10' N
#5@12"
#5@6"
3" CHAMFER
CONST. JT.
1'-3" OR MIN. 5.5" EMBED INTO PWR
SECTION B-B
SCREENED GRAVEL
6" DIA. PERFORATED C.M. PIPE (1/16" THICK) UNDERDRAIN (TURN
HOLES DOWN)
#5@6"
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Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
TYPICAL
SECTIONS
Sheet No:
C6*7

BEGIN BOARDWALK STA 4+90
ELEV = 636.26
BEGIN APPROACH STA 4+80
A
8'-0" 12'-0" 8'-0"
2 SPA. @ 3-82" 3 SPA. @ 3-9$' 2 SPA. @ 3-82"
�B
PA, a m PA, a
2" X 12"
DIAPH. (TYP.)
2" X 8" BEAM
SEAT (TYP.)
EXPANSION
JOINT (TYP.)
3
10'-0"
o
N
ABUTMENT
2gP p,.
1 PIER 1 PIER 2
B
y A
TYPICAL PLAN
4" X 12" HEADER (TYP.)
ABUTMENT 2
10" DIA. POST (TYP.)
4" X 4" POST (TYP.)
\— 4" X 16" JOIST (TYP.)
10' APPROACH SLAB 8'-0" 12'-0" 8'-0" 10' APPROACH SLAB
CONCRETE APPROACH
SLAB (TYP.)
r-UJ 1 k I T r.) I - - - - - - - - 1- 620
PIERS 1-4 MIN. TIP ELEV. = 620
TYPICAL ELEVATION
BOARDWALK 1
615
COATED CHAINLINK FENCE
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Corp. NC license: F-1320
Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
BOARDWALK 1
PLAN &
ELEVATION
Sheet No:
C6*8

BEGIN BOARDWALK STA 27+05
ELEV = 630.40
BEGIN APPROACH STA 26+95
A
8'-0" 8'-0" 8'-0"
2 SPA. @ 3-8�' 2 SPA. @ 3-8�' 2 SPA. @ 3-8-21'
I, 1 I, 1
�B
m pm-Rq
4" X 4" POST (TYP.)
2" X 12"
DIAPH. (TYP.)
2" X 8" BEAM
SEAT (TYP.)
EXPANSION
JOINT (TYP.)
3
o
71
V. r10'-0"
B
@� ° AB MENT 1 PIER 1 L PIER
I 2
2gPP
y A
TYPICAL PLAN
4" X 12" HEADER (TYP.)
ABUTMENT 2
10" DIA. POST (TYP.)
\— 4" X 16" JOIST (TYP.)
10' APPROACH SLAB 8'-0" 8'-0" 8'-0" 10' APPROACH SLAB
PIERS 1-4 MIN. TIP ELEV. = 615
TYPICAL ELEVATION
BOARDWALK 2
CONCRETE APPROACH
SLAB (TYP.)
Me
COATED CHAINLINK FENCE
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NOT FOR
CONSTRUCTION
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Project no: 17000264
Date: 08.08.20
Revisions:
Sheet Title:
BOARDWALK 2
PLAN &
ELEVATION
Sheet No:
C6*9