0416-Sset-71417

LOT 218
PG G PG 505
u�
LOT 211
PG G PG 505
R /•
cy Q \ / / ' • /LO P6 505
2160
PGG
/ -�• �/ NOW OR FORMERLY
,�, 'Z� ' •' / ELLEN TPENA WILLIAM5 4 � . T 215
- _ LO
/ ' " ' / • • . ' TOM MARSH WILLIAMS III � �`
DB 8,8 PG 1131 / / - ' — • • G PG 505
r.-^�
PARCEL ID # Oq-3611-003 �
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N 32-46 3. I7 .11...— �. . Y
/ �o �4
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rn m LO P�� 505
VICINITY -
Ipl'�r � •/1\IS / •' \ � /rte. � � _ - pGG
am SHEET INDEX ---�z� / `WM25% I — _ . — _ 0
SIrEET No. SNEEr TrdE ry1-p
1 CovER SHEET -
12
2 PR&miNRy SubdktioN ShE \ .—_ / \—; / — _----�•:-.; T ; ; :- .: 14 ,I 1
3 PREIiMiNARy SubdivisioN SIFE \ - �' ..:.;: • ! .
4 PRE6M� $ubd'NIs10N SRE o• \ �- ,.�' / +':. -
NARY \ /� - _ : ; . , �, \ — :':•: :•P!:':•:••':•.•:.••'••:•.• •'?!i „ 1 ` uQ
5 PIAN k � — - �"--- '�---�'` `,os/'.'�.:��.L--- '\ �'•' '•':�-•f ,4 � � ,- ;�:
`�
b STORM DRAiNaciE ANd GRAdiNq PIAN \ \ ` _ - _ � � _ _ � _ � �.- �'- � :; � ' '- 60
7 STORM DWNW ANd GRAdiNq PIAN \ / ' - ;-;; :_; ; . •. \ 82 ' ' , , - 66
6'
V'- 67
8 STORM DRAINAGE ANd GRadINq Pim i `� , _ / •' / ... J� \ \ — . _ . _ . _ . _
9 ERosioN CowwA PLN (PRE) \?a ` ' �w1 65 / • / ' _ _ - -
10 ERodm COMROI PLW (PRE) \ b 00• ��.;.'•':':': 64
':':� 90 63 _ _
11 Em" CowwA PIAN (PRE) \ •.•. — — —
.. .. /
12 ERodm ComRd PIAN (Pbg)60
\� 54 / .
13 ERosioN CwwA PLN (Pbsr) \ - ' ' 92 51 58
14 ERosioN Cmad PLN (PW) \ �i 56 \ \� /42 41 W
'
15 RoA&Ay & STORM DWNW PRofi[B — - W /
2 49 as \ /' / - ' �_ . '� / 43 40 4
16 RoAdwAy & STORM DRAINW PRofile 30.r\6 \ \ EKG - \
45
17 RoAdwAy & STORM DRAim% PRofi[B I6 5 2 q0. \ - 6a / / ` \ ab41 34
'
18 ROAddwA^y_& SSToRM DARKqE PRORIB \ 4 48 - ' �, Lo
CO50
SIFE NSMUOiON DEFAIIS \ \ IS / • • ' \ / \ ' / • ' • 51
19 DRAiNACE AREA MAp \ \ / / ' / • / ' 5452 FARM 36 s,
ET
20 BMP DEFAiI SHE34
21 BMP DETAiI SHEET / 53 - 92
33
22 BMP DErAK SKEET / ' 96 `\ , , 50 31
23 Old CIIuhm Hwy IMpRovmons �i / / \ ' ' 3 \`\ /' 26
24 Old Clutullm Hwy CRoss•SEnkm $ \ 10
25 Old CIIARIORE Hwy CROSPS CdONS ' ' / \ _, \qI 26 21 12 I I 9 ,
"eGhGCiii _WWW""___ •,
26 TRdk CIR& DuAd SHEET / as \ ,\ t \ \•. 25 16 15 14
LEGEND
— —
PROP.R/H / EX. R/H
_---_--_-=
EXISTING PAVEMENT/CURB
DEED BOOK
PROPOSED PAVEMENT/GURB
I
RONALD HERMAN 4 ANGELA HERMAN
ADJOINING PROPERTY LINES
------
EXISTING BUILDIN65
Oq-3q6-q54
PROPOSED 5SIDEWALK
— — - - —
HATER QUALITY BUFFERS
PG J P6 qqq
EX. WETLANDS
Oq-3q6-q55
3
BRANDON WILLARD
LOT # 30
PROPOSED BMP
®
WATERSHED BUFFERS
DEVELOPMENT DATA
TAX PARCEL NO.: 09-3q6-004, 0040, 005, 006 40q-366-020 (P),020B 4020D
ZONING GLA551FIGATION: MPD(GD)
ZONING JURISDICTION: UNION COUNTY
51TE AGREA6E: 78.31 AG
PROPOSED UNITS: 175 SINGLE FAMILY DETACHED
85 TOHNHOME5
PROPOSED DENSITY: 3.3 UNIT5/A6
PROPOSED COS: 30.711 AG
SINGLE FAMILY LOT DATA:
MIN. LOT SIZE = 6,000 SF
MIN. LOT WIDTH = 50'
MIN. SETBACK = 20'
MIN. SIDE YARD = 5', SIDE STREET 10'
MIN. REAR YARD = 30' EXTERNAL, 20' INTERNAL
TOWNHOME LOT DATA:
MIN. LOT 51ZE = 2,300 5F
MIN. LOT WIDTH = 28'
MIN. SETBACK = 20'
MIN. 51DE YARD = 5'
MIN. REAR YARD = 30' EXTERNAL, 20' INTERNAL
MIN. BLDG 5EPERATION = 16'
PHASING
SINGLE FAMILY; TOHNHOME
PHASE I: LOTS 1-21, IIq-145, 164-175; 176-213
PHASE I: AMENITY/GLUBHOU5E
PHASE 2: LOTS 22-54, 615-118; 214-260
PHASE 3: LOTS 55-q4,146-165; 237-247
I ADJOINING OWNERS
NO.
NAME OF PROPERTY OWNER
LOT #
MAP BOOK
DEED BOOK
TAX ID#
I
RONALD HERMAN 4 ANGELA HERMAN
LOT # 28
PG J PG qqq
DB 4884 PG 524
Oq-3q6-q54
2
ROBERT STRICKLAND 4 SHIRLEY STRICKLAND
LOT # 211
PG J P6 qqq
DB 4177 1`6 611
Oq-3q6-q55
3
BRANDON WILLARD
LOT # 30
PG J P6 qqq
DB 6541 PG 815
Oq-3q(-g56
4
DONALD MGINNIS 4 SHARON MGINNIS
LOT # 31
PG I P6 185
DB 3556 P6 386
Oq-3q6-q57
5
THOMAS J05T
LOT # 32
PG I P6 185
DB 6506 P6 08q
Oq-3q6-q58
b
DENITA 6ALLION 4 JULIAN RANGE
LOT # 33
PG 1 P6 185
DB 6510 P6 406
Oct -3q6-151
7
15REAL 6ARDUNA
LOT # 36
PG I P6 185
OB 62g0 P6 523
01-3116-1164
8
ALEX5ANDRA GHERNAYA 4 ANNA GHARNAYA
LOT # 311
PG I P6 185
DB 450, P6 211
Oq-3q6-1165
q
MARCIA NUNN
LOT # 40
PG I P6 185
6453 P6 128
Oq-3116-qbb
10
DEBORAH BROCK
LOT # 41
PG I P6 185
DB 6515 P6 503
Oq-3gb-qb,
11
DONALD MGINNI5 4 SHARON MGINNI5
LOT # 51
PG 1 P6 185
DB 3556 P6 386
Oq-3q6-q77
12
KYLE NUNN, 4 JENNIFER NUNN
LOT # 52
PG I P6 185
DB 486q P6 83,
Oq-3116-11,8
13
MARIE E5QUEDA
LOT #53
PG I P6 185
DB 46150 P6 610
Oq-346-11,4
14
DONALD MGINNIS 4 SHARON MGINNIS
LOT # 55
PG I P6 185
DB 3556 P6 38b
Oq-3q6-q81
15
DONALD MGINNI5 4 SHARON MGINNIS
LOT # 56
PG I P6 185
DB 3556 P6 386
Oq-3116-q82
Ib
AMERICAN HOMES 4 RENT PROPERT15 NINE LLG
LOT # bq
PG I P6 184
DB 6430 P6 343
Oq-3q6-8qq
1,
COLLETTE MILLS
LOT # 70
PG I P6 184
DB 4665 P6 834
Oq-3q6-qOO
18
BARBARA ZION
LOT # 71
PG I P6 184
DB 4164 P6 381
Oq-3qb-1101
M
DONALD MGINNI5 4 SHARON MGINNIS
LOT # 72
PG I P6 184
Oq-3q6-q02
20
RONDAY IVY
LOT # ,3
PG I P6 184
DB 62,5 P6 618
Oq-3q6-q03
21
NVR INC
LOT # 74
PG I P6 Ib4
DB 6564 P6 730
Oct-3116-qO4
22
DONALD MGINNI5 4 SHARON MGINNIS
LOT # 75
PG I P6 184
Oq-3q6-qO5
\ 1 12
•c� MH /
\ II \
/
10
MH '
24
IL]
I,
18
A
20 --
21
GENERAL NOTES
I. THIS PRELIMINARY SUBDIVISION PLAN IS SUBMITTED, AND SHALL BE
CONSTRUCTED, IN ACCORDANCE WITH THE REQUIREMENTS OF THE
UNION COUNTY UDO, NGDOT SUBDIVISION ROADS MANUAL, UNION CO.
PUBLIC WORKS DEPARTMENT AND NGDEQ.
2. BOUNDARY SURVEY INFORMATION PER SURVEY PREPARED BY PHOENIX
LAND SURVEYING.
3. TOP06RAPHIG INFORMATION TAKEN FROM MAPPING BY PHOENIX LAND
SURVEYING.
4. LOT DIMENSIONS ARE APPROXIMATE; REFERENCE RECORD PLAT FOR EXACT
LOT DIMENSIONS.
5. ALL STORM DRAINAGE PIPE SHALL BE GLA55 3 REINFORCED CONCRETE PIPE
(RGP) UNLESS OTHERWISE NOTED. PIPE LENGTHS INDICATED ON THE PLANS
ARE APPROXIMATE AND ARE SUBJECT TO GHAN&E DUE TO FIELD CONDITIONS.
6. WATER AND SANITARY SEWER SERVICE SHALL BE PROVIDED BY EXTENSION
OF THE EXISTING UNION COUNTY PUBLIC WORKS UTILITY SYSTEM.
-1. THE DEVELOPER SHALL MAINTAIN EACH STREAM, GREEK, OR BAGKWASH
CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL
AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER
ACCUMULATIONS.
8, DRAINAGE EASEMENTS INDICATED AS SDE (STORM DRAINAGE EASEMENT)
ARE EASEMENTS WHIGH ARE THE RESPONSIBILITY OF THE INDIVIDUAL
PROPERTY OWNER.
q. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC) IN THE RIGHT-
OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE
( NORTH CAROLINA DEPARTMENT OF TRANSPORTAION) BEFORE INSTALLATION.
10. APPROVAL OF THI5 PLAN 15 NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
Ii. 51TE BENCHMARK FOR PROJECT 15 THE RIM OF AN EXISTING SAN. SWR. MH
IN THE GUL-DE-SAG OF 6RAY50N PKWY, ELE\/.= 636.12 (NAVD Ig88)
12. COMMON OPEN SPACE TO BE CONVEYED TO THE HOMEOWNERS ASSOCIATION.
13. ALL ROAD IMPROVEMENTS TO OLD CHARLOTTE HIGHWAY ARE TO BE COORDINATED WITH THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PRIOR TO CONSTRUCTION.
14. TREE PROTECTION BARRICADES MUST MEET OR EXGEED TREE ORD. GUIDELINES 5TD.
15. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/6RADING/GON5TRUGTION
AND NOT REMOVED UNTIL AFTER FINAL INSPECTION BY URBAN FORESTRY STAFF.
I6. NO DEMOLITION LANDFILLS WILL BE LOCATED ON THIS SITE.
17. COMMON OPEN SPACE/ TREE5AVE AREA TO REMAIN IN A NATURAL STATE. AREAS TO BE
GLEANED OF TRASH AND DEBRIS.
18. THE PURPOSE OF THE STORM DRAINAGE ESMT. (SDE) IS TO PROVIDE STORM WATER GONVEYANG .
BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJEGTS WHIGH IMPEDE
STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
Iq. SIGHT TRIANGLES SHOWN ARE MINIMUM REQUIRED.
20. DIRECT VEHICULAR AGGE55 TO OLD CHARLOTTE HIGHWAY FROM ANY LOTS 15 PROHIBITED.
21. THE TREES IN THE PERIMETER SETBACKS WILL BE PRESERVED, PER ORDINANCE, WHERE
NO CONFLICT EXISTS WITH PROPOSED ROADS R UTILI EASEMENTS. TREES WILL BE
MITIGATED PER ORDINANCE WHERE NECESSAR
22. APPROXIMATE LOCATION OF SEPTIC DRAIN FIE1jP S L GATED BY PROPERTY OWNER
ALL HOUSES ARE CONNECTED TO COUNTY HATER, LL GATED ON WESTERN HOUSE
23. THE PROJECT WILL BE PHASED FOR THE PLATTI C� ONL CONSTRUCTION 15 PLANNED TO
CONTINUE ON THE ENTIRE PROJECT DO TO EAR RK,ANITARY SEWER AND CONSTRUCTION
OF THE BMP.
24. THE EXTENSION OF THE ROAD OVER THE GREEK + BE PRELIMINARILY RULED AN UNNEGE55A
NOW OR FORMERLY IMPACT AND WILL NOT PERMIT IT UNTIL NEGESA THE L-DE-5AG 15 ADDED AS A TURN -
REVIVAL TEMPLE AROUND PER FIRE MARSHAL. R/W WILL BE RES \kD F FUTURE EXTENSION TO LAND LOCKED
HOLINE55 GHURGH
DB 8,8 P6 q31 PROPERTY AND APPROVAL BY THE U5GOE.
PARCEL ID # Oq-36q-003
01 N 4237'44" E 1146.23 (TOTAL)
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++++++++tt++. / Rf _N ry 3,1835E 235 E - L -
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234 3,535 5 F ry I \
LINE
LENGTH
BEARING
L-1
287.14
N45'12'52"W
L-2
239.92
N26'57'24"W
L-3
486.32
N37'28'41"W
L-4
113.55
N49'57'43"E
L-5
158.60
N63'48'54"E
L-6
103.71
N44'08'59'E
L-7
903.99
N40'02'17"W
L-8
330.92
N58'37'23"W
L-9
180.68
N72'27'33"W
L-10
157.63
S46'40'19"W
L-11
261.48
N33'27'55"W
L-12
125.32
N52'31'19"E
L-13
100.41
S00'39'56"W
L-14
41.27
S68'15'20"W
L-15
113.89
S89'09' 11"W
L-16
134.09
S46'31' 14"W
L-17
196.42
S77'25'41"W
L-18
207.47
S17'32'27"W
L-19
54.95
S08'55'42"W
L-20
555.08
N17'32'27"E
L-21
12859
N31'22'37"E
L-22
190.17
N08'11'44"E
L-23
99.70
S72'27'33"E
L-24
570.48
558'37'23"E
L-25
678.52
S59'01'48"E
L-26
56.38
S73'23'00"E
L-27
97.67
1\56'32'05"E
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CURVE TABLE- - - = _ 28.x, GOS a@•p F �� / / I I I
CURVE
LENGTH
RADIUS
CHORD
BEARING
C-1
27.54'
150.00
13.81'
N32'13'02"W
C-2
381.53'
250.00
239.07'
S06 -14.31"W
C-3
51.48'
150.00
26.00'
N53'58'56"E
C-4
220.40'
150.00
135.51'
NO2'03'21"E
C-5
81.09'
250.00
40.91'
N49'19'50"W
C-6
55.54'
230.00
27.91'
N65'32'28"W
C-7
261.44'
150.00
178.33'
S83'23'48"E
C-8
381.53'
250.00
345.57'
N06'14'31"E
C-9
91.18'
250.00
46.10'
N78'42'16"E
C-10
111.61'
150.00
5853'
S67'50'12"W
C-11
80.92'
150.00
41.47'
N61'58'27"E
C-12
3758'
250.00
18.83'
S13'14'05"W
C-13 1
60.37'
250.00
30.33'
S24 -27'32"W
C-14
101.15'
250.00
51.28'
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C-15 1
1.20'
250.00
24850'
S53'01'25"W
C-16 1
36.22'
150.00
18.20'
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C-17 1
50.10'
200.00
25.18'
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NOTES
I. THE CLEARING LIMITS SHOWN ARE FOR REFERENCE ONLY, TREES
WITHIN THE AREA SHALL BE REMOVED ONLY IF CANNOT BE SAVED
DUE TO GRADING AND UTILITY INSTALLATION.
2. THE TREES SHOWN FOR MITIGATION WILL BE PLANTED TO CREATE A
NATURAL 5ETTIN6. THI5 PLAN DEPICTS THE NUMBER OF TREES
REQUIRED FOR MITIGATION AND NOT NECESSARILY THE SPACING
AND ORIENTATIONS.
3. THE TREES LOCATED BY: PHOENIX LAND SURVEYING
3316 OLD MONROE ROAD
STALLINGS, NG 28104
4. THE MITI6ATION PLANTIN65 L15TED IN THE TABLE FOR REMOVAL OF BUFFER TREES ARE PER
FOR PERIMETER PRESERVATION STRIP TREES SHALL APPLY AT A RATE OF 15 TREES/AG.
THE REQUIREMENT5 OF SECTION 55 OF THE UNION COUNTY UDO AT A RATE OF 12596 OF THE DOM
OF THE TREES REMOVED. TREES AND PLANT MATERIAL SELECTED MUST COMPLY WITH SPECS.
FOUND ON AMERICAN STANDARDS FOR NURSERY STOOK (AN51Z60.1) AND PLANTED IN ACGORDANGE
WITH SECTION 55.110. SPECIES OF TREES ARE TO MEET UNION COUNTY APPROVED LIST AND
NOT LIMITED TO THE TYPES A5 SHOWN BELOW. NATIVE 5PECIE5 TREES ARE L15TED BELOW,
MAPLE, RED AGER RUBRUM
OAK, SOUTHERN RED QUERGU5 FALCATE
OAK, WILLOW QUERGY5 PHELL05
BLACK GUM NY55A 5YL\/ATIGA
TULIP - POPLAR LIRODENDRON TULTPIFERA
CEDAR, EASTERN RED JUNIPERU5 \/IR6INIANA
PINE, LOBLOLLY PINUS TAEDA
MAGNOLIA, SOUTHERN MAGNOLIA GRANDIFLORA
EX. TREE TABLE MITIGATION TABLE
TA64
TREE SPECIES
51ZE(IN)
TACA
TREE 5PEGIE5
SIZE(IW
ID
OTT
TREE 51ZE/5PEGIES
UNDERSTORY
Z
162
15-7
20.3
#129
#130
#131
#132
#133
#134
#135
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Post Oak
Bitter Nut Hickory
Bitter Nut Hickory
Bitter Nut Hickory
Bitter Nut Hickory
WIIIow Oak
18.4
18A
14
11.1
15.1
12.3
14.2
REMOVED
f 1 1
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TREE
#
Z
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#6
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#
t1e
#
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Z
#49
White Oak
#52
Northern Redook
15.6
#136
Short Leaf Pine
13.9
T
I.I. �Y
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#55
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12,5
#13'7
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12
C-4 Ly
a w
L C
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13.3
#138
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13.3
z
coz CO
#51
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13
#139
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18.5
.
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8.1
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14.2
1 0
1
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Ibb
#141
Short Leaf Pine
13.1
#60
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15
#144
Short Leaf Pine
12.6
#61
White Oak
26.8
#145
White Oak
315
#62
White Oak
15.4
#146
White Oak
12.4
#63
Sweetgum12.1
#141
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21.5
#64
Shag Bark Hicko
18b
#148
Post Oak
19
elo
16.3
#149
Sweetgum
13.3
#65
14.1
#150
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12.2
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18.6
#151
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16.4
#68
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14.3
#M
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18.17
#69
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143
#15a
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12.5
#99
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r 24
#154
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12.6
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13
#
#101
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Iib
#301
#IO
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16.3
#gn
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12.4
#105
Red Maple
12.5
#158
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13.3
#IO
Willow Oak
12.4
#159
White Oak
13.5
#10
Black Cherry
15.3
#160
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12
#10
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28.6
#161
White Oak
14.9
#101
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12.4
#162
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15.6
#0
um 5weetg
13.2
#163
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193
White Oak
24
#164
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18.2
E1
0
5weetgum
13.3
#165
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11.2
Shag Bark Hlcko
142
#Ibb
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24.6
#112
White Oak
133
#113
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19.8
13-1
#114
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21
92112
Post Oak
#115
White Oak
25.4
#116
White Oak
18.9
#111
White Oak
20
#118
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Ib
#119
White Oak
123
#12
White Oak
11.1
#121
WlllowOak
15
#122
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11.1
#123
Sweetgum
13.1
#124
White Oak
Ib.l
#125
White Oak
12.1
#126
White Oak
13.1
150
VARIOUS 21�" TREES
#121
White Oak
12.3
SEE NOTE 4 (ABOVE)
#128
511ppery Elm
12.2
TOTAL IMPACT
250"
T
TAL
MITAGATION 315 "
#118
------ #112 #113 I6 #I 40 i
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GRAPHIC SCALE
`
NOW OR FORMERLY
PUBLIC, WORKS PROPERTIES
LLG
DB 1146 PCS 456
PARGEL ID # 011-566-021
(8)
(FT)
(IN)
RIM
INVERT
RIM
INVERT
YI I
YI2
1.30
100.8
181V
664.20
661.26
663.80
659.95
YI 2
MH 5
0.70
125.7
18
663.80
659.85
665.12
658.97
CI 3
Cl 4
1.00
36.0
15
665.12
660.44
665.12
660.08
Cl 4
MH 5
1.00
101.2
15
665.12
659.98
665.50
658.97
MH 5
YI 6
0.50
306.8
24
665.50
658.97
662.00
657.43
YI 6
FES 7
0.50
132.0
24
662.00
657.43
-----
656.77
Cl 15
Cl 16
0.50
24.0
15
661.87
658.30
661.87
658.18
Cl 16
Cl 17
1.10
120.1
15
661.87
658.08
663.00
656.76
Cl 17
MF -I18
200
50.1
15
663.00
656.66
662.00
655.66
Cl 19
MH 18
0.50
129.8
18 IV
569.11
655.00
662.00
654.35
MH 18
FES 20
0.50
30.0
18
662.00
654.25
-----
654.10
Cl 23
DCI 24
1.00
95.5
15
659.78
655.00
659.11
654.05
DCI 24
Cl 25
0.60
427.9
18
659.11
653.95
656.11
651.38
Cl 25
Cl 26
1.00
178.4
18
656.11
651.28
653.30
649.49
Cl 26
Cl 27
1.20
24.0
18
653.30
649.39
653.30
649.11
Cl 27
Cl 28
200
182.1
18
653.30
649.01
651.06
645.36
Cl 29
Cl 28
0.50
24.0
15
651.06
647.00
651.06
646.88
Cl 28
Cl 30
3.20
435
18
651.06
645.26
649.60
643.87
Cl 30
Cl 31
0.50
133.1
24
649.60
643.77
64754
643.11
Cl 31
Cl 32
1.00
24.0
24
64754
643.01
64754
642.77
Cl 32
FES 33
1.00
32.0
24
64754
642.67
-----
642.35
Cl 35
Cl 36
050
24.0
15
648.15
644.60
648.15
644.48
Cl 36
Cl 37
0.50
200.0
15 IV
648.15
644.18
645.71
643.18
Cl 37
Cl 38
0.95
162.0
15 IV
645.71
643.08
643.89
64154
Cl 38
Cl 39
0.85
24.0
15 IV
643.98
641.44
643.89
641.24
Cl 39
MH 40
0.50
28.3
18 IV
643.98
641.14
645.00
641.00
MH 40
MH 41
0.50
109.0
18
645.00
640.90
645.00
640.35
MH 41
FES 42
0.50
43.0
18
645.00
640.25
-----
640.04
Cl 43
Cl 44
200
68.0
15
645.60
642.10
644.20
640.74
Cl 44
FES 45
0.70
60.3
15
644.20
640.64
-----
640.22
Cl 48
Cl 49
1.50
107.1
15
644.18
640.50
64255
638.89
Cl 49
Cl 50
0.50
24.0
15
64255
638.79
64255
638.67
Cl 50
Cl 52
1.50
91.1
15
64255
63857
643.60
637.21
Cl 51
Cl 52
1.50
28.9
15
643.36
637.65
643.60
637.22
Cl 52
Cl 76
1.00
2835
18
643.60
637.12
641.97
634.28
YI 75
Cl 76
3.14
165.6
15
643.50
639.50
641.97
634.30
Cl 76
Cl 77
1.50
1685
18
641.97
634.18
639.34
631.65
Cl 77
Cl 78
1.80
24.0
18
639.34
631.55
639.34
631.12
Cl 78
Cl 79
3.74
155.1
18
639.34
631.02
633.85
625.22
Cl 79
FES 80
270
43.0
18
633.85
626.00
-----
624.84
Cl 55
Cl 56
1.00
140.4
15
644.85
641.00
643.62
639.60
Cl 57
Cl 58
2.50
86.6
15
646.50
642.50
644.29
640.34
Cl 58
Cl 56
1.14
55.8
15
644.29
640.24
643.62
639.60
Cl 56
DCI 59
0.60
24.0
18
643.62
639.50
643.62
639.35
DCI 59
YI 60
1.10
114.3
18
643.62
639.25
643.00
638.00
YI 60
YI 61
1.80
83.0
18
643.00
637.90
643.00
636.40
YI 61
Cl 62
2.10
118.7
18
643.00
636.30
640.43
633.81
Cl 62
Cl 65
0.90
24.0
24
640.43
633.71
640.43
633.49
Cl 63
Cl 64
050
975
15
642.27
637.00
641.15
63651
Cl 64
Cl 62
2.00
106.9
15
641.15
636AI
640.43
633.81
Cl 69
Cl 70
0.50
24.0
15
641.38
634.97
641.38
634.85
Cl 70
Cl 65
0.50
271.4
15
641.38
634.85
640.43
633.49
Cl 65
MH 66
0.50
225
18
640.43
633.39
640.38
633.28
MH 66
MH 67
050
95.0
30
640.19
633.28
639.00
632.81
MH 67
FES 68
0.50
20.0
30
639.00
632.71
-----
632.61
Cl 85
FES 86
0.50
15.0
15
661.60
658.00
-----
657.93
Cl 92
Cl 93
050
24.0
15
662.72
659.00
662.72
658.88
Cl 93
YI 94
3.60
125.8
15 IV
662.72
658.78
657.00
654.25
YI 94
YI 95
0.50
295.2
15 IV
657.00
654.15
657.00
652.68
YI 95
FES 96
0.70
81.0
15
657.00
652.68
-----
652.11
CI 98
CI 99
3.00
79.8
15
65855
654.00
655.62
651.61
CI 99
CI 100
1.00
245
15
655.62
65151
655.50
651.26
CI 100
YI 101
1.10
79.0
15
655.50
651.16
653.75
650.29
YI 101
Cl 102a
0.85
112.1
181V
653.75
650.19
65222
649.24
Cl 102b
Cl 102a
0.50
24.0
15 IV
65257
649.36
652.22
649.24
Cl 102a
Cl 102a
050
36.7
15 IV
653.02
649.42
65222
649.24
Cl 102a
Cl 103
1.42
158.0
18 IV
652.22
649.14
651.96
646.90
Cl 104
Cl 103
1.00
24.0
15
651.96
647.97
651.96
647.73
C1103
Cl 106
1.72
75.1
181V
651.96
646.80
649.09
645.50
YI 105
C1106
0.50
21.1
15
649.09
645.61
651.02
645.50
C1106
Cl 107
054
24.0
24
651.02
64550
651.02
645.37
Cl 107
FES 108
0.50
52.3
30
651.02
645.37
-----
645.11
CI 110
CI 111
3.00
54.3
15
656.02
651.50
653.72
649.87
CI III
FES 112
1.00
97.3
15
653.72
649.77
-----
648.80
Cl
Cl 114
0.50
24.0
15
644.36
638.82
644.36
638.70
Cl 114
FES 115
0.64
28.2
15
644.36
638.70
-----
63852
0.64
C1117
Cl 118
0.50
24.0
15 IV
646.11
642.80
645.30
642.68
C1118
Cl 119
050
97.0
15
646.11
64258
646.93
642.10
Cl 119
FES 120
050
60.0
15
647.14
642.00
-----
641.70
HW A
HW B
0.35
67.0
30
-----
640.65
-----
640A2
HW C
HW D
0.40
60.0
(2) 36
-----
636.67
-----
636.43
ALL PIPE CLASS
III RCP
UNLESS OTHERWISE NOTED
SEE COVER SHEET FOR
NCDOT
STD NO. FOR STORM DRAINAGE STRUCTURES
CL IV-
REPRESENTS CLASS IV RCP
RIM, GRATE e FLOWLINE ON CURB INLET (CI)
RIM= CENTER OF
GRATE ON GRATE TYPE YARD INLET (YI)
W 102
120 _ .. N - _ �►
20 F
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EROSION CONTROL NOTES
I. THIS EROSION CONTROL PLAN IS PREPARED IN ACCORDANCE WITH THE l� ■ / I II
UNION COUNTY SEDIMENTATION AND EROSION CONTROL ORDINANGE.
2. 2. TOTAL PROJECT AREA: ?8.3 ACRES; TOTAL DISTURBED AREA: 55.0 AGRE5.
3. 3. 501L GLA551FIGATION: BADIN, GID / GOLD5TON
1
REGEIVIN(5 WATER COURSE: UNNAMED TRIB OF EAST FORK OF TWELVE MILE GREEK
GLA55 G GREEK \ I / / / MH£L -� I
4. ADDITIONAL MEASURES TO GONTROL EROSION AND SEDIMENT MAY BE REQUIRED
BY THE EROSION CONTROL INSPECTOR.
5. FINAL LOCATION OF SILT FENCE SHALL BE DETERMINED IN THE FIELD BASED ON \ / / / I _ PP
ACTUAL SITE CONDITIONS. l + \
6. THE CONTRACTOR SHALL DILIGENTLY AND GONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR \ / �• I
SHALL MAINTAIN GL05E CONTACT WITH THE EROSION CONTROL INSPECTOR SO
THAT PERIODIC INSPECTIONS GAN BE PERFORMED AT APPROPRIATE STAGES OF ) 1 P / ( _ _ I -
CONSTRUCTION. - - - - 1 _ I I'
7. ALL EROSION CONTROL MEASURES SHALL BE GONSTRUGT J IN AGGORDANGE WITH / \ - � - - F I J 1 __j I Nv 66a.ao
THE NG EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, US ��(� - - - --
DEPT. OF AGRIGULTURE, US 501L CONSERVATION SERVICE, AND THE GABARRU5 CO. X- � - - - - - MH I) 5
EROSION CONTROL ORDINANCE.
8. ANY GRADING BEYOND THE INDICATED GLEARING LIMITS IS A VIOL THE
COUNTY EROSION CONTROL ORDINANCE AND 15 SUBJECT TQ_�cf / \ \ �� I IWV 66620
q. ANY ON-51TE DEMOLITION LANDFILLS) SHALL BE PROPERLY PERMITED.
10. GRADING MORE THAN ONE (1) ACRE WITHOUT AN APPROVED 51 OL / \ \ , \ ` ♦ C I ��
PLAN 15 A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AN 15
5UBJEGT TO A FINE.
11. STANDARD NUMBERS REFER TO NG EROSION AND SEDIMENT CONTROL PL NNING \ 1 \
AND DESIGN MANUAL. I \ \ \ \ I
12. ANY LAND DISTURBING ACTIVITY 2 1 ACRE REQUIRES COMPLIANCE WITH LL x
CONDITIONS OF THE GENERAL PERMIT TO D15GHARGE STORM WATER UN R
THE NATIONAL POLLUTANT DI5GHARGE ELIMINATION SYSTEM. ANY PERM NON-
COMPLIANCE 15 A
\ \ \
ENFORCEMENT ACTION BYION OF THE THE DEHNR GLEAN WATER AGT AND MAY REQ \ \ \ \ \ \ \ \ O m -�
13. RECOMMENDED SKIMMER SOLD BY EROSION CONTROL SUPPLY GO. RAL H. NG \ \ \ \ \
OR EQUAL FX -X -X c ` X X I \
CONSTRUCTION SEQUENCE 1 _11z ��l""` �x I -
\ _ I
r Z -
1. OBTAIN GRADING PERMIT FROM NG DEPT. OF ENVIRONMENT AND NATURAL URGES \ \ �■ ` \ }/ \ x/ \ ' \ IN 666.16 x 3 I I I
2. SET UP PRE-GONSTRUGTION CONFERENCE ON-SITE WITH NGDENR INSPECTOR
(704-663-16gq) TO 015GU55 EROSION CONTROL MEASURES.
3. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SEDIMENT BASINS, DIVERSION D TGHES INV 665.8' x I NV 662.20 I
CHECK DAMS, AND OTHER MEASURES AS SHOWN ON THE PLAN. GLEARING ONLY -� HED/'� r
NECESSARY TO INSTALL THESE DEVICES. STABILIZE BA51N UPON INSTALLATION \ \ \ 1 \
A CONCRETE kVA5HOUT 5TRT/ON, /F /NSTALLED, SHALL BE 50' M/N. FROM \ al < al�< - al < a1 < \ 1 I \ LL
ANY STORM INLET OR SEDIMENT BASIN. \ L � m m �w m a 0 E
4. GRADE ROADWAYS INSTALLING SANITARY SEWER AND STORM DRAINAGE. \ X --c- �aL-� \ (TO BE ABANDONED)
INSTALL INLET PROTECTION UPON STRUCTURE COMPLETION. / �� X X \ EB1E REMOVED � j ,
UPON CURB INSTALLATION INSTALL WATER AND SIDEWALK. STABILIZE 51TE k \ / / \
AS SOON AS POSSIBLE AFTER FINAL GRADES ARE ACHIEVED. .. r� ro . ` \ 5ASIN I
COMPLETE IMPROVEMENTS. \ �« ' -� �� -� - - \ SHED
y/ r « �ORARY�1L1; r r �► TOP DAM: 660.0 I IX I sroR, I
5. ADDITIONAL MEASURES MAY BE NECESSARY DURING THE COURSE OF THE PROJECT. \ 6� \_ / FENCE, TfP. �� « « O r '� `k , SPILLWAY 656.0 ` � XIX X _ _ HOU5E1 I I
6. SEED AND MULCH ALL DISTURBED AREAS UPON REACHING FINISHED GRADE. (DEHNR STD 6.62) \ 10'x1' SPILLWAY r -I
IN
10' BOT. BASIN: 650.0 xI I I
REMOVAL OF SILT FEN1. REGUE5T 51TE �ESB EDIMENTRTRAPS ETC. ANDTOR TO SEED ANY REMAINING /PROVE THE ���' , J ADJJAAE HIGH HAZARD ) /\ \ \000,� Slr� 2 "SKIMMER X�_X�x x I DRAIN
DENUDED AREAS. :...::::...::::::::::: ':': - f- / 51LTrF C!!5�(MIt V X X� (TO BE
8. PRE -FINAL INSPECTION BY INSPECTOR. REPAIR ALL PUNCH LIST ITEMS.
O
I
bbZF.
q. AN INSPECTION BY NGDENR REPRESENTATIVE IS REQUIRED PRIOR TO COWERS
- Z7 t�
� x
O
F THE SEDIMENT BA51N INTO A N FILTER. r P
P
O E SED ME B S N O SAD LTE •
�'
I�
N
. 1
EROSION CONTROL MEASURES SHA BE CONSTRUCTED IN ACCORDANCE WI•�' ♦ 1
l0. ALL L LL TY.i�:�:�:� �:�:�:::::::�:::.'.:�:.:�:;:�:�:�:�:�:�:�:�:�':��:�:�:��.`�.'•.
r
ViK
THE N.G.ER0510N AND SEDIMENT CONTROLPANNING AND DESIGN MANUAL, U.S. i
I �' -7 - I IN 6642
O
L L
�I
X
r 1
DEPT. OF AGRICULTURE U.S. SOIL CONSERVATION SERVICE...•:.\:::::�:�:::::�::::::::::::: �.':':•:•':•:�:::::::�::::::::::::::..'•..•.. - �\
.............. .
............... .
............................................ ...
... .......................... ................... .. i � , •: r:.:.;:::::. �:.. •rri:•:•r: � :::.: � :•ri rrrrrrrrrrirrri: •: r:•::•r::ic:c:•i:•:•::(i•::•:::•::b:� : : f
' / THI NOT TO BE ` X-�
U
II. PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE
:J.T:•�'::...:•:::::�::: ' 1 G D UNTIL CULVERT , } .. ..:•.................::• .�:.�.�:::::::::::::. •. •:.
I
A A A A •
SEDIMENT AND EROSION CONTROL ME SURES ON PROJECT AFTER EACH PHASE •••••••••
'��•�• : • : • .: X � TO BE INSTALLED / r - I
OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION CONTROL PLAN ' s ♦ « �
15 BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. IN ADDITION . « / / I
TO THE REQUIRED NGDENR INSPECTIONS. � , / / ��
/ INSTALL BAFFLES IN
SEDIMENT BASIN I x
/ k (NGDEG 5TD 6.65)
X/ , / y/ / ' / I V 662.35
� INV 661.56 `x IP�' RG
�or.. _ J / TO SILT FENCE -
go
--��-r�'� - - _ % = __�
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/ �NGDEG 5TD. 6.83
. - �?T PR L / / \ I / Hou55EY %, STABI REED GONSTRUGTIO
YYYYPPPPb E ST. BLDGIT� \ ENTRANCE (NGDEQ STD. 6.80) � Q
( NRS 6 )
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10 • . PlkYdA.::: 1 5PILLWAY 64.0 \
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- MAINTAIN 10' FROM -_ _ _ - :: ^:T: :T:::::::::.} : T BA51N
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SILT FENGE (MIN)
..... is .:......:\
• Q n \ T ERP RARY SILT \ \
i
O ( � 5� ` \ x\jr\ TEMP. ROCK CHECK \ \ --� INV 662.24
' - - - - - - - (USE HIGH HAZARD 1 L \\ `� \k mal DSEE NII 5TD. 6.83 FOR SPAGIN&\ \ \ \ 1 I v I I - -
r JACENT TO GREEKS) 1 I �x - - - <�al- 1 I L
\ \ \ FAI-� TEMPORARY SILT
D UNTIL GU RT X DIVERSION 1YP FFINST y, NGDEG5TD 6.20) 1 I £ I
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NARRATIVE
THI5 51TE 15 BEING DEVELOPED AS A MIXED RESIDENTIAL SUBDIVISION WITH BOTH SUBDIVISION. IN
DETACHED SINGLE FAMILY AND MULTI -FAMILY TOWNHOME5 PER REZONING. THERE EXISTS A 50 FT
BUFFER ALONG THE REAR OF THE PROPERTY AND 5 FT ALONG THE SIDES, WHIGH CAN BE MITIGATED WITH
A 1.5:1 REPLANTING BASED ON DIAMETER OF THE TREE. THE PROJECT WILL BE PHASED BY PLATTING
BUT CONSTRUCTED FROM BEGINNING TO END AS A CONTINUOUS DEVELOPMENT.
GALL 811 1). CONTRACTOR 15 FULLY RESPONSIBLE FOR CONTACTING
BEFORE YOU DIG APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CON5TRUCTION.
2). CONTRACTOR 15 RESPONSIBLE FOR PLACING BARRICADES
U51NG FLAGMEN, ETC., A5 NEGE55ARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUT5, CONCRETE OR A5PHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4). SHORING WILL BE ACCORDING TO 05HA TRENCHING
AVOID UTILITY DAMAGE STANDAR05 PART Ig26 SUBPART P, OR A5 AMMENDED.
�-. - _ /� '\�� �� &AN O I I 11 662.02
1 I
INV 661.36
EROSION CONTROL LEGEND ���ourLeT / i �� 7, - ��--' ' - / \ FIBER OPTS
r TREE PROTECTION FENGING / '\iA,,_ /A f I I
STONE OUTLET �/"\\�A
X TEMPORARY SILT FENCE ROC GK
DEHNR STD 6.62 SPAGIN6 '� I
TEMPORARY DIVERSION -Q TV. 6.88 1� I
DITCH - DEHNR STD 6.20
- �n
DENUDED AREA / �� �A
PROP HARDWARE CLOTH $ GRAVEL
INLET PROTECTION - DEHNR STD 6 \ .51 / ` \ ` /
PROPOSED TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE - DEHNR 5TO 6.06
- - I
�j PROPOSED TEMPORARY ROCK
GHEGK DAM - DEHNR STD 6.83 -
PROPOSED RIPRAP APRON AT
PIPE OUTLET - CLIPS #20.23
PROPOSED TREE SAVE 0 60 120 180 I
..... BUFFER AREA GRAPHIC SCALE � I
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SEEDBED PREPARATION NOTES
I. SURFACE WATER CONTROL FEATURES SHALL BE INSTALLED PER APPROVED PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL
3" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE 50 THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND/OR
MAINTENANCE OF VE6ETATION. SURFAGE FOR FINAL SEED BED PREPARATION AT
FINISH GRADES SHOWN SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN FERTILIZER AND LIME SHALL BE APPLIED AGGORDIN6
TO SEEDING SPECIFICATIONS.
5. IF SOIL TEST 15 TAKEN PROVIDE FERTILIZER AND LIME ACGORDIN6 TO 501L TEST
REPORT.
6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE 501L
DURING SEEDBED PREPARATION.
7. GRADED SLOPES AND FILLS: THE ANGLES FOR 6RADED SLOPES SHALL BE NO
6REATER THAN THE ANGLE WHIGH CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL MEASURES. SLOPES GREATER THAN 3:1
AND PERIMETER AREAS SHALL, WITHIN 7 GALENDAR DAYS OF COMPLETION OF ANY
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER
OR OTHER ADEQUATE EROSION CONTROL MEASURES 5UFFIGIENT TO RESTRAIN EROSION.
MAXIMUM SLOPE IS 2:1 (5E560 7b (55 113A-57(2)).
8. GROUND COVER: PROVISIONS FOR A PERMANENT GROUND COVER 5UFFIGIENT TO
RESTRAIN EROSION MUST BE ACCOMPLISHED WITHIN 14 CALENDAR DAYS
FOLLOWING COMPLETION OF CONSTRUCTION ON ALL OTHER AREAS,
(5E5607c 65 113A-57(3)).
SEEDING SPECIFICATIONS
FLS
OUTLET ZONE 15%
GENTLE SLOPES
STEEP 5LOPE5
SEEDING
MIXTURE
80 lbs/acre of tall fesue
100 lbs/acre tall fescue
30 lbs/acre 5ericea lespedeza
X
I.
(unscarified after August 15)
/
$ Z
10 Ibs/acre Kobe leepedeza
Fall: August 25 - October
Fall: Auciust 25 - October 15
Late winter: February 15 - April 15
SEEDING
Late winter: February 15 -Aril 15
To extends in seedin into June, add
g g
To extend spring seedinngg into June, add
15 lbs/acre hulled Bermudagrass
DATE5
15 lbs/acre hulled Bermudagrass
Overseeding of Kobe lespedeza over
Overseedin of Kobe les edeza over
g p
fall -seeded tall fescue Is very effective.
fall -seeded tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil rests, or
Apply lime and fertilizer per soil rests, or 4000
AMENDMENTS
4000 lbs/acre limestone and 1000 lbs/acre
Ibs/acre limestone and 1000 lbs/acre 10-20-20
X
10-20-20 fertilizer.
fertilizer.
TEMPORARY SEEDING FOR WARM AND COOL 5EA50N
THE BASIN 15 CONSTRUCTED.
EARLY 51JMMER SEASON
STEEP SLOPES
SEEDING
40 Ibs/acre of German millet
120 Ibs/acreRye (grain)
MIXTURE
bO lbs/acre of tall fesue
bO lbs/acre tall fesue
O
Ma I - August 15
October 25 - December 30
5EEDIN6
App Illze if gqrowth is not fully adequate.
Between December 30 - February 15,
50 Ibs/acre Kobe le5pedezo.
DATES
App4000 16s/acre straw or equivalent
add of annual
Apply 4000 lbs/acre
hydr05eeding.
straw or equivalent
hyclroseedinq.
5EEDIN6
Apply lime and fertilizer per soil rests, or 2000 Apply lime and fertilizer per soil rests, or 2000
AMENDMENTS
lbs/acre limestone and 150 Ibs/acre 10-10-10
fertilizer.
lbs/acre limestone and 150 lbs/acre 10-20-20
fertilizer.
FLS
OUTLET ZONE 15%
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OF SURFACE AREA
STONE OUTLET
i
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NOTES:
X
I.
DRIVE 5' 5TEEL 705T AT LEAST 24"
/
$ Z
INTO 50LID GROUND.
2.
USE 5TAPLE-5 I' APART HORIZONTLLY
V J
W
DENUDED AREA
AND VERTICALLY TO ATTACH THE
\
X
PROPOSED TEMPORARY
FILTER FABRIC TO THE WIRE FENCE.
3.
MINIMUM BAFFLE SPACING 15 10'
I
4.
THE FLOOR OF THE BA51N IN THE
0
O
OUTLET ZONE AND BERMS SHOULD
X
Z
BE SEEDED IMMEDIATELLY AFTER
N H �
Z W
Z
THE BASIN 15 CONSTRUCTED.
/
5.
REFER TO NGE5GPDM SECTION #6.65
X
FOR ADDITIONAL SPECIFICATIONS
X'
\X- X�
PFRCPFCTIVF VIEW
VE
g/rT? GOIR -
BLANKET W x 6" TRENCH
BACKFILL AND
FENCE AND FAE
BURIED IN TREK
-'C�r D/TCN
BAFFLE I NSTAtLLAT I ON
DEQ 5TD # (5.65
I. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK. DAMS MAY BE USED IN SLOPING DITCHES OR
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
2. ENSURE THAT MAXIMUM 5PAGIN6 BETWEEN DAMS PLACES THE 2
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE I
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
GLASS B RIP RAPS
A MAXIMUM SPAGIN6
IA AND B ARE AT EQUAL ELEVATIONS
B
1'-6" MIN.
4' TO 6
CROSS SECTION
PLAN
TEMPORARY ROCK CHECK DAM
NO 50ALE
5 WASHED STONE
jt-LOw 2' MAX
AT CENTER
_OTH
DEQ STD # 6.53
I
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5TRUCTUI
dye \ �_ ♦ . PORARY em -r.
♦ N 'ice `
�\O� _ �/I , • NR TYP.\0
(D 5TD bbl)B?SIN 3
# TOP DAM: 644.0 I 00000"0 05115 HAZARD
` A ` \
\
SPILLWAY 642.0 !
r ■ \\ 10'x1' SPILLWAY
BOT. BASIN: 636.0 :..:::::::..:....
:.:::.:::::::::.:..:.
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DIVERS ON DITCH, .:;:..............
11....';;.BA .....
.'r:"::::. THI NOT TO BE " _t �► /
i�lMEl?l'f '.B . I G D UNTIL CULVERT /
.
f r s TO BE IN5TALLED /
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SILT FENGi 1T �� X D� DEQ 5TD. 6.83 41*# 4
are -
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51L
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/ �- -
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SPACING
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Y TOP DAM: 646.0
GENERAL NOTES:
I. STRUCTURAL STONE SHALL BE GLA55 'I 5TON FOR EROSION CONTROL PURPOSE
2. SEDIMENT CONTROL STONE SHALL BE #5-1 STONE
3. HARDWARE CLOTH AND SILT FENCE TO BE BURIED A MINIMUM OF I'
4. STONE OUTLETS SHOULD BE PLACED IN THE LOW LYING AREAS OF SILT FENCING,
BASED ON FIELD CONDITIONS
MAINTENANCE NOTES:
I. FRESHEN STONE WHEN SEDIMENT ACCUMULATION 15 6 INCHES OR AS NEEDED
STONE OUTLET ]DETAIL
50 PUBL G
MINIMUM STREET
_ eoo
�6" MINIMUM THICKNESS
SOIL STABILAZATION FABRIC UNDER
2"-3" WASHED STONE
MINIMUM
12' MIN 000000000000000000
OR 00000000000000000FULL 0PUBLIC
STREET
WIDTH 000000000000000000
GENERAL NOTES:
I. A STABILIZED ENTRY PAD OF 2"-3" WASHED STONE OR RAILROAD BALLAST SHALL BE
LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A
PUBLIC STREET.
2 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHIGH WILL PREVENT TRAGKIN6
OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXI5TIN6 PAVEMENT. THIS MAY
REQUIRE PERIODIC TOP DRE551N6 WITH ADDITIONAL STONE AS GONDITIONS WARRANT
AND REPAIR AND/OR GLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
3. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST
BE REMOVED IMMEDIATELY.
4. WHEN APPROPRIATE, WHEELS MUST BE GLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET. WHEN WASHING 15 REQUIRED, IT SHALL BE DONE ON AN
AREA STABILIZED WITH CRUSHED STONE WHIGH DRAINS INTO AN APPROVED SEDIMENT
BASIN.
5. SOIL STABILIZATION FABRIC TO BE USED SHALL BE MIRAFI 500 OR APPROVED EQUAL.
.STABILIZED CONSTRUCTION ENTRANCE
NO SCALE DEG TD .0
::.:..... ..:...
SPILLWAY 644.0
:':.:: :'. •:''"'::::: 10'x1' SPILLWAY
...........
BOT. BASIN: b38a-
I!i' SKIMMER
0 60 120 180
GRAPHIC SCALE
2.0 AC J
TO BASIN 8
/
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Q 5TD 6.20)
_ AN WATER BYPASS
ABILIZE IMMEDIATELY
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PUBLIC WORKS PROPERTIES
LLG
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PARGEL ID # OGi-566-021
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BOT. BASIN: SKIMMER 620.0
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BASIN 5
GENERAL NOTE5:EL
I. FILTER FABRIC FENCE SHALL LI A MINIMUM OF 32" IN WIDTH AND WIRE FEN �T
SHALL HAVE A MINIMUM OF b LINE WIRES WITH 12" STAY SPACING.
2 FOR A PER OD OF RIC BET AN 30 DAYSILT FENCE 15 TO REMAIN FILTER FABRI
3. STEEL
FASTENER ANGLE STEEL ITMIGHT AND BE OF THE _ PE.V 7t5 WASHED STONE
4. WIRE FENGING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF
b LINE WIRES WITH 12' STAY SPACING. FLOW5. TURN FENGE UP
b. WIRE SILTMESHSHALL BE MIN.E13 SAESE WITH MAXIMUM 12" OPENINGS.
-I. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN:
A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (0 SLOPE)
B - / - =
. OR
RT DENUDED AED�iIMITS WHERE AN UNDISTURBED B 5
BUFFER IS 50 FEET / 1 I I
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER IOOFT OF FENCE.
q. SLOPE LENGTH5 CAN NOT EXCEED CRITERIA SHOWN IN TABLE bb2A
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ANCHOR SKIRT
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR 8" MINIMUM
OTHER AREAS OF CONCENTRATED FLOW. 4' MAX.
MAINTENANCE NOTES. _�� -sem_` / \ � f
I. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY i_ Iq-GAUGE HARDWARE CLOTH
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH / \ , , \ \ (I/4" MESH OPENINGS)
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 15 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 •jErgP, ROCK CHECK / "3
TOACE FFTERNTHE SILT
FENCE 15 REMOVED SHALL PREPARED AND SEEDED. BE DRESSED TO CONFORM \ ..
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HIGH HAZARD TEMPORARY SILT FENCE �, � WASHED STONE / 2'
SOME
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GENERAL NOTES: - - ' 11=11 Irl I I� ISI I h 11- - - -
STEEL P05T
I. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD
OF MORE THAN 30 DAYS.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE 15 TO REMAIN ? FILTER FABRIG
FOR A PERIOD OF MORE THAN 30 DAYS. V
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE p Q�
SELF FASTENER ANGLE STEEL TYPE. 0 IL � � FLOW �y0
4. WIRE FENCING SHALL BE AT LEAST X10 GAGE WITH A MINIMUM OF v IL
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5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
7. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER IOOFT OF FENCE. 4" MIN.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A
NORTH CAROLINA ER05ION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
q. DO NOT INSTALL SEDIMENT FENCE AGRO55 STREAMS, DITCHES, WATERWAYS OR
OTHER AREAS OF CONCENTRATED FLOW.
MAINTENANGE NOTES:
I. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HI5 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 15 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 15 REMOVED SHALL BE DRESSED TO CONFORM
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t~- L = 10 FEET IN LONGITUDINAL SECTION
N� W
Q L Z -1w
wL/4
L/4 L/4 L/4 pZ) Or
v A B C BACK OF CURB
2'-6"
I FACE OF GURB 2 -O
7 1/2"
N n.
d. n
2'-41/2" -
SECTION A -A
►A C
LIP OF GUTTER/EOP
PLAN VIEW
8 3/4"
F 1,
I' f
(V v'
a ad p a a v a
e d a 4 - -
2'-I 1/2" -
SECTION B -B SECTION C -C
NOTES:
I. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
OUR E3 TRANSITION 2'6" OURE3 AND GUTTER TO 2'-0" VALLEY CUTTER
NO SCALE
ALTERNATE WALL
CONFIGURATION -
it
\
\
G B
L = LENGTH
PLAN
Fy
-�-- \\\3•'Scope
Q I \
T�-
~ f �'LY<
--------��
SECTION !- -
W
f E IT
FLARED
FLARED END SECTION (12" THRU '72" PIPE)
...
HIGH POINT FI EV = (541.15
IGH PoIN r STA = +63.33
PVI 5 A = 3+51.54 -
PVI E EV = 6 I.qq
Iw INT El EN= 641.1
A.M. = -2.6
M PO NT STA 2+5q.01 I = 26.01
PV STA = +8q
PVI -
A.D.
c 7n I
I5"
GENERAL NOTES:
I.
TABLE OF DIMENSIONS
Q 2.
REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
D
T
A
B
C
E
L
WT.
12"
2-1/4"
4"
2'-0"
4'-1"
2'-0"
6'-1"
730
15"
2-1/4"
6"
2'-3"
3'-10"
2'-0"
6'-1"
730
18"
2-I/2"
9"
2'-3"
3'-10"
3'-0"
6'-1"
1190
24"
3"
10"
3'-8"
2'-6"
4'-0"
6'-2"
1770
30"
3-1/2"
1-0
1 4'-6"
1-8 1
5'-0"
6'-2"
2380
36"
4"
1'-3"
5'-3"
2'-11"
6'-0"
8'-2"
5320
42"
4-1/2"
1'-9"
5'-3"
2'-11"
6'-6"
8'-2"
5920
48"
5"
2'-0"
6'-0"
2'-2"
7'_0"
8'-2"
7470
54"
5-1/2"
2'-3"
5'-6"
2'-10"
7'-6"
8'-4"
8810
60"
6"
2'-6"
5'-0"
3'-3"
8'-0"
8'-3"
11180
66"
6-1/2"
3'-0"
6'-0"
2'-3"
8'-6"
8'-3"
12530
72"
7"
3'-0"
6'-6"
I'-9"
9'-0"
8'-3"
13980
f E IT
FLARED
FLARED END SECTION (12" THRU '72" PIPE)
...
HIGH POINT FI EV = (541.15
IGH PoIN r STA = +63.33
PVI 5 A = 3+51.54 -
PVI E EV = 6 I.qq
Iw INT El EN= 641.1
A.M. = -2.6
M PO NT STA 2+5q.01 I = 26.01
PV STA = +8q
PVI -
A.D.
c 7n I
I5"
GENERAL NOTES:
I.
SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
Q 2.
REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
Q 1
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
..
m
AASHTO M170, TABLE 2, WALL B.
3•
ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
FLOW
SLOPE
-
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
15
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
(GF5)
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7.
NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
f E IT
FLARED
FLARED END SECTION (12" THRU '72" PIPE)
...
HIGH POINT FI EV = (541.15
IGH PoIN r STA = +63.33
PVI 5 A = 3+51.54 -
PVI E EV = 6 I.qq
Iw INT El EN= 641.1
A.M. = -2.6
M PO NT STA 2+5q.01 I = 26.01
PV STA = +8q
PVI -
A.D.
c 7n I
I5"
EGENERAL NOTES:
l
I. A GROOVE JOINT I" DEEP WITH 1/6" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
J.'I EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
GROOVE JOINT IN 51DEWALK STREETS.
va" RADIus
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 P51. IN 28 DAYS.
Ti '1 i~--41/5" TO 1/4"
FILLER
TRANSVERSE EXPANSION GONCRET E S I DEWALK5
JOINT IN 51DEWAl_K
0 50 ALE
W2
tNL) CA- t-LAKtL) StGT ION
NATURAL OR
ELEVATION (IF NEEDED)
FILL SLOPE
2' MIN.
NA71UR�L3UND
GENERAL NOTES:
I. DITCH SHOULD HAVE LONGITUDINAL
SLOPE OF 1.0% MIN.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
WIDTH AND
DEPTH TO BE DESIGNED
BY ENGINEER (I' MIN.)
COMPACTED BERM
SILT FENCE
(SEE NOTE 2)
DRAIN.
�
UR
lJ 3:1 FILL MAX.
N
TOP
WIDTH
111,42" (FT)
DEPTH
"•T" (IN)
m
0v
..
m
i
EGENERAL NOTES:
l
I. A GROOVE JOINT I" DEEP WITH 1/6" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
J.'I EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
GROOVE JOINT IN 51DEWALK STREETS.
va" RADIus
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 P51. IN 28 DAYS.
Ti '1 i~--41/5" TO 1/4"
FILLER
TRANSVERSE EXPANSION GONCRET E S I DEWALK5
JOINT IN 51DEWAl_K
0 50 ALE
W2
tNL) CA- t-LAKtL) StGT ION
NATURAL OR
ELEVATION (IF NEEDED)
FILL SLOPE
2' MIN.
NA71UR�L3UND
GENERAL NOTES:
I. DITCH SHOULD HAVE LONGITUDINAL
SLOPE OF 1.0% MIN.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
WIDTH AND
DEPTH TO BE DESIGNED
BY ENGINEER (I' MIN.)
COMPACTED BERM
SILT FENCE
(SEE NOTE 2)
* THIS DIVERSION DITCH SECTION GAN BE USED TO DIVERT RUN-OFF TO ANY OF THE SEDIMENT
TRAPS SHOWN ON THE EROSION CONTROL PLAN. MAXIMUM LENGTH IS 100 FEET PER DITCH.
TEMPORARY 51 LT DITCH
NO 50=
50'RM (MINIMUM)
O' -O "-
(h11N)
25'-0" pp
IN
"2: GUT MAX.
DRAIN.
READ.
UR
lJ 3:1 FILL MAX.
SEE TYPICAL PAVEMENT SECTION DETAIL
TOP
WIDTH
111,42" (FT)
DEPTH
"•T" (IN)
NOTE5
TACK GOAT SURFACE COURSE
FLOW
DITCH
AREA
FLOW
SLOPE
.N,.
B
E
D
VEL.
GAPAG
15
(AG)
(GF5)
MAX (AS)
7
(FT)
(FT)
(FT)
(FPS)
(GF5)
A
2.0
1.0
1.5
.0225
2.0'
2.0'
0.6'
3.11
8.8
B
4.0
16.8
1.5
.0225
2.0'
2.0'
1.0'
4.3
24.0
* THIS DIVERSION DITCH SECTION GAN BE USED TO DIVERT RUN-OFF TO ANY OF THE SEDIMENT
TRAPS SHOWN ON THE EROSION CONTROL PLAN. MAXIMUM LENGTH IS 100 FEET PER DITCH.
TEMPORARY 51 LT DITCH
NO 50=
50'RM (MINIMUM)
O' -O "-
(h11N)
25'-0" pp
IN
"2: GUT MAX.
2:1 GUT MAX.
`J f
3:1 FILL MAX. U
UR
lJ 3:1 FILL MAX.
SEE TYPICAL PAVEMENT SECTION DETAIL
TOP
WIDTH
111,42" (FT)
DEPTH
"•T" (IN)
NOTE5
TACK GOAT SURFACE COURSE
I. SIDEWALK SHALL BE PROVIDED ON ONE
11.54
SIDES OF STREET A MINIMUM OF 4' FROM
3" SF9.5B, APPLIED IN (2) I/2" LIFTS
THE BACK OF CURB.
FINAL LIFT TO BE APPLIED AFTER 110% DEVELOPMENT 2. SIDEWALK SHALL BE 6" THICK AT CROSSINGS
OCCUPANCY
OF DRIVEAY5.
W
BASE COURSE
FES 20
8" COMPACTED AGGREGATE BASE COURSE
15
10.0
KEY
SUBGRADE
7
COMPACTED SUBGRADE
®
FES 33
2'-0" VALLEY GUTTER
24"
SO 4" CONCRETE SIDEWALK
RES I DENT I AL STREET
6.0
H All 1 ;+:+.: ti':T• y.F 't
IIIL •'�,`;�.' wr Vii. ",+.,� � p IIS
1111= II T �..::::::....................
THICKNESS
LAYER OF FILTER FABRIC
I/
EMBANKMENT
: L
NOTE }
MINIMUM H=2/3 PIPE DIAMETER 5KIMMER5EDIMENTBA51NDC516N
SECTION B -B CRITERIA INFLOW
GENERAL NOTES:
STRUCTURE
I. GLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER. DRAINAGE AREA
2. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP RAP.
(ACRES) < 10 AG. .... .. ... MI?a: ..
11
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 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
MIN.
LENGTH TO 2:1
:'.:':' IN1:TER,..
.........................................................
AREA .. ........................... .......... ................
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THESURFAGE OF THE RECEIVING CHANNEL. THE WIDTH RATIO 1111"""""" • • • • • • 1111' 1111"""' 1111""""""
AVERAGE WIDTH W= -
NG
.......................... .......... ................
.....................................................
AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE L
i•: �::DL�71G:�:'::':
SAME GRADE FLUSH WITH THE SURFACE OF THE RECEIVING CHANNEL. THEAPRON SHALL HAVE A CUTOFF OR TOE
(FLUSH) AREA OF BASIN WATER SURFACE AT
MAX EMERGENCY
WALL AT THE DOWNSTREAM END. TOP OF PRINCIPAL SPILLWAY
LENGTH TO SPILLWAY
1
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMU wIDrHRAn
0
6:1
..............................................................
TAPER TO RECEIVING CHANNEL 5•I
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 11546 OR GREATER. III4N,;`
1. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. MIN. 80o PLAN VIEW����������������I���������� IIIIIIIIIIIIO
°L (". Fr. Illlllllul
S. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. VOLUME
ED PER AL. BAFFLES
DISTURBED)
q. ANY DISTURBED AREA FROM END OF APRON TO RELIEVING CHANNEL MUST BE STABILIZED. REGUW=5' MIN.
USE USDA NOMOGRAPH FROM NG SEDIMENT AND EROSION CONTROL MANUAL 'FREEBOARD EMBANKMENT
SURFACE 325 INFLOW 6" MIN. INVERT ELEVATION OF
OUTLET
GF5
PIPE
DIA.
(IN)
APRON
LENGTH
"La" (FT)
BOTTOM
WIDTH
"WI" (FT)
TOP
WIDTH
111,42" (FT)
DEPTH
"•T" (IN)
HEIGHT
"H" (IN)
STONE 51ZE:
d5o
(IN)
FES 7
11.54
24"
12.0
14.0
6.0
13.5"
I6"
6" STONE
FES 20
5.88
15
10.0
11.3
3.8
7
10
3 STONE
FES 33
17.20
24"
12.0
14.0
6.0
13.5"
I6"
b" STONE
FES 40
7.44
15"
10.0
11.3
3.8
13.5"
10"
6" STONE
FES 45
5.45
15"
10.0
11.3
3.0
1"
10"
3" STONE
FES 66
25.32
24"
14.0
14.0
6.0
I S"
16"
W STONE
FES 80
17.56
18"
12.0
11.5
4.5
13.5"
12"
b" STONE
FES 86
5.66
15"
10.0
11.3
3.8
1"
10"
3" STONE
FES qb
5.66
15"
10.0
11.3
3.8
1"
10"
3" STONE
FES 108
18.66
24"
12.0
14.0
6.0
13.5"
I6"
6" STONE
FES 112
3.04
15"
10.0
11.3
3.8
7"
10"
3" STONE
FES 115
5.58
15"
10.0
11.3
3.8
1"
10"
3" STONE
FES 120
3.63
I5"
10.0
11.3
3.8
7"
10"
3" STONE
HW B
23.36
30"
15.0
17.5
7.5
13.5"
20"
b" STONE
HW D
102.20
54"
26.0
30.5
13.5
IS"
36"
8" STONE
d50 (SEE FIG 8.06 A4B "NG SEDIMENT AND ER05ION CONTROL MANUAL"
dMAX = 1.5 X 0150; T = 1.5 X dMAX.
R I PRAP APRON AT PIPE OUTFALL5
WIN
AREA (50. Fr. � STRUCTURE BAFFLES EMERGENGY SPILLWAY
REQUIRED GFS 010) T=1.5' MIN.
Z=5' MAX.
NOTE:
DEWATERING
ZONE
1. PLEASE REFER TO NGESGPDM - "' I ' � �'� � � � �'� • • • '
SEGTION #6.64 FOR ADDITIONAL FILTER FA RI66 .................................. MELI^AY
L B G
DESIGN SPEGIFICATIONS REGARDING SPILLWAY
SKIMMER SEDIMENT BASINSRSEDIMENT NTI-SEEP
2. REFER TO STD #30.111 FOR STORAGE ZONE GR055-5EGTION COLLAR
BAFFLE 5PAGING AND INSTALLATION.
VIEY4
4ICIMMFi2 RAe,-IN DATA RI nr1C.
BASIN
No.AREA
200.00 VG -
E = 640
-OW POINT
LOW
INT ST = 5+15.0
PIA
5TA =5+15.60
_PV
ELEV = 640.08
W
(FT)
K = 5335
E
GRADE RIGHT R
jEX.(LG
DE
11.3
6 E LEFT
WIN
AREA (50. Fr. � STRUCTURE BAFFLES EMERGENGY SPILLWAY
REQUIRED GFS 010) T=1.5' MIN.
Z=5' MAX.
NOTE:
DEWATERING
ZONE
1. PLEASE REFER TO NGESGPDM - "' I ' � �'� � � � �'� • • • '
SEGTION #6.64 FOR ADDITIONAL FILTER FA RI66 .................................. MELI^AY
L B G
DESIGN SPEGIFICATIONS REGARDING SPILLWAY
SKIMMER SEDIMENT BASINSRSEDIMENT NTI-SEEP
2. REFER TO STD #30.111 FOR STORAGE ZONE GR055-5EGTION COLLAR
BAFFLE 5PAGING AND INSTALLATION.
VIEY4
4ICIMMFi2 RAe,-IN DATA RI nr1C.
BASIN
No.AREA
DRAINA6E
(AG)
DENUDED
AREA
(AG)
QIO
(GF5)
TRAP SURFACE AREA TRAP VOLUME
REQUIRED PROVIDED REQUIRED PROVIDED
(SF) (517) (GF) (CP)
CLEANOUT
DEFM (FTJ
H/2
H
(FT)
L
(FT)
T
(FT)
W
(FT)
X
(FT)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
1
11.3
11.3
31.7
10301 14811"1 16740 4803
2.0'
4'
10'
2.0'
5'
WA
2.5"
FULL
2
2.8
2.8
11.5
3101 11337 5040 30112
2.0'
4'
10'
2.o'51
N LLJ
W
N/A
1.5"
FULL
3
12.1
12.1
41.2
17"138 4338 21780 1171175
1.5'
3'
20'
2.0'15-
CCC
D C
WA
3.0"
FULL
4
12.0
12.0
40.11
177110 2042c 21600 6807
2.0'
4'
20'
2.0'
5'
WA
3.0"
FULL
5
1 8.8
1 6.7
30.0
11747 21345 12060 5111144
2.0'
4'
10'
2.0'
5'
WA
2.5"
FULL
b
2b
2.6
S.q
2880 Ig28 4680 6141
15
3'
10'
2.0'
S'
WA
I.5"
FULL
7
11.8
11.8
33.4
10854 132111 17640 421113
2.0'
4'
10'
2.0'
5'
WA
2.5"
FULL
8
2.0
2.0
6.8
2115 1 105641 3600 1 311111
1 2.0'
4
10'
2.0'
5'
WA
I.5"
FULL
SKIMMER SEDIMENT BASIN
GLO STD # 30.027
EX
RE
HOOD
GRATE
:ATGH BASIN
TLET
SKIMMER E"° V'EW FRONT VIEW
Ro-m= DEQ STD # 6.64a
LP ELE`{� = 666
LP 5T I= 2+83
I FLEW = 666
MINmai
SECTION
= 1.61
411.82
O' VG
INSTALLATION
NOTE:
I.
INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2.
FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
e 'e
THE DIRECTION OF THE ENGINEER.
3.
FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
4.
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CONCRETE ANT I -SEEP COLLAR
NOTE:
WET PONDS 1, 2, 3, 4, 5, 7, AND 8 MUST BE PUMPED OUT
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THE 6' WIDE WET POND VEGETATED SHELF SHALL BE PLANTED WITH A
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THREE SPECIES ARE RECOMMENED BELOW. OTHER SPECIES WHICH MAY
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ASCLEPIAS INCARNATA - SWAMP MILKWEED
CHELONE GALBRA - WHITE TURTLEHEAD
LOBELIA CARDINALIS - CARDINAL FLOWER.
NET POND VEGETATED 5HELF PLANTINGS
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SEEDING RATE: 0.5 LBS / 1000 SF
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RECOMMENDED SEEDING DATES: APRIL 15 TO JULY 31
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NET POND 3 OUTLET STRUCTURE
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POURED IN PLACE CONCRETE COLLAR.
NO CLOSER THAN 2' TO PIPE JOINT.
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3
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26
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4'x4' INSIDE
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SECTION A—A
STANDARD STEPS a 14" OG
2" DIAM. HOLE DRILLED
�-4 PVC STUBBED
INTO BOX
REN TYPE PLUG
TEMPORARY POOL = 633.2
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SECTION B -B
NET POND 4 OUTLET STRUCTURE
NO SCALE
THE 6' WIDE WET POND VEGETATED SHELF SHALL BE PLANTED WITH A
MINIMUM OF THREE DIVERSE SPECIES OF HERBACEOUS , NATIVE VEGETATION
AT A MINIMUM DENSITY OF 50 PLANTS PER 200 SF OF SHELF AREA.
THREE SPECIES ARE RECOMMENED BELOW. OTHER SPECIES WHICH MAY
BE USED ARE LISTED IN THE "NCDEQ STORMWATER DESIGN MANUAL",
UNDER CHAPTER C-3. WET POND.
ASCLEPIAS INCARNATA - SWAMP MILKWEED
CHELONE GALBRA - WHITE TURTLEHEAD
LOBELIA CARDINALIS - CARDINAL FLOWER.
NET POND VEGETATED 5HELF PLANT I NGS
DAMS AND EMBANKMENTS SHALL BE SEEDED WITH HYBRID
BERMUDA GRASS SEED. TREES AND WOODY SHRUBS SHALL NOT
ALLOWED.
SEEDING RATE: 0.5 LBS / 1000 SF
PLANTING DEPTH: 0.25"
RECOMMENDED SEEDING DATES: APRIL 15 TO JULY 31
FERTILIZER: APPLY SLOW RELEASE 10-10-10 FERTILIZER AT THE RATE OF
1.5 LBS PER 1000 SF 5 WEEKS AFTER EMERGENCE.
DO NOT APPLY IF PLANTS ARE STRESSED BY HIGH OR LOW TEMPERATURES.
DAM AND EMBANKMENT PERMANENT STABILIZATION
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DIMENSION BOX
Q
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STANDARD STEPS a 14" OG
2" DIAM. HOLE DRILLED
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TEMPORARY POOL = 624.7
PERMANENT POOL = 624.0
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OPEN I SIDE
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DIMENSION BOX
SECTION A—A
STANDARD STEPS a 14" OG
2" DIAM. HOLE DRILLED
�6 PVG STUBBED
INTO BOX
.REW TYPE PLUG
TEMPORARY POOL = 646.8
PERMANENT POOL = 646.0
6" PVG GAP W/ 2.5" DIAM. ORIFICE
OPEN 3 SIDES 8"
INV=648.4
7
1
4'x4' INSIDE
IMENSION BOX
SECTION B -B
NET POND -7 OUTLET STRUCTURE
NO SCALE
POURED IN PLACE CONCRETE COLLAR.
33» NO CLOSER THAN 2' TO PIPE JOINT.
I
REBAR
CONCRETE ANTI -SEEP COLLAR
W SCAM
NOTE:
WET PONDS 1, 2, 3, 4, 5, 7, AND 8 MUST BE PUMPED OUT
FOR MAINTENANCE. THE WET PONDS ARE NOT DESIGNED
TO BE COMPLETELY DRAINED WITH GRAVITY FLOW.
THE 6' WIDE WET POND VEGETATED SHELF SHALL BE PLANTED WITH A
MINIMUM OF THREE DIVERSE SPECIES OF HERBACEOUS , NATIVE VEGETATION
AT A MINIMUM DENSITY OF 50 PLANTS PER 200 SF OF SHELF AREA.
THREE SPECIES ARE RECOMMENED BELOW. OTHER SPECIES WHICH MAY
BE USED ARE LISTED IN THE "NCDEQ STORMWATER DESIGN MANUAL",
UNDER CHAPTER C-3. WET POND.
ASCLEPIAS INCARNATA - SWAMP MILKWEED
CHELONE GALBRA - WHITE TURTLEHEAD
LOBELIA CARDINALIS - CARDINAL FLOWER.
NET POND VE&ETATED SHELF PLANTINGS
DAMS AND EMBANKMENTS SHALL BE SEEDED WITH HYBRID
BERMUDA GRASS SEED. TREES AND WOODY SHRUBS SHALL NOT
ALLOWED.
SEEDING RATE: 0.5 LBS / 1000 SF
PLANTING DEPTH: 0.25"
RECOMMENDED SEEDING DATES: APRIL 15 TO JULY 31
FERTILIZER: APPLY SLOW RELEASE 10-10-10 FERTILIZER AT THE RATE OF
1.5 LBS PER 1000 SF 5 WEEKS AFTER EMERGENCE.
DO NOT APPLY IF PLANTS ARE STRESSED BY HIGH OR LOW TEMPERATURES.
DAM AND EMBANKMENT PERMANENT STABILIZATION
4
STANDARD STEPS a 14" OG
2" DIAM. HOLE DRILLED
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INV=642.5
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R/W
PROP 50'
5WALE 1 SHOULDER
8%
80' R/W (MIN.)
SEE
L - b
2 3
PAVEMENT SCHEDULE
©3.0" SURFACE COURSE, TYPE 59.58, (INCLUDES IV2" OVERLAY)
IN EACH OF 2 LAYERS
OD 4.0" INTERMEDIATE COURSE, TYPE 119.OB
O 6.0" BITUMINOUS GONG. BASE COURSE, TYPE 525.015
OX I' MIN 5AW-GUT (SEE NOTE 2)
OLD CHARLOTTE H 1 GHAAY A I DEN I NG
EX 30'
8%
NOTES:
R/W I. A 10 FOOT WIDE (FULL WIDTH) SECTION SHALL BE MILLED AT A
DEPTH OF 1.5" AT EACH END OF OVERLAY TO PROVIDE A SMOOTH
TRANSITION TO THE EXISTING PAVEMENT.
2. ALL JOINTS A550GIATED WITH THE PROPOSED WIDENING ARE TO
BE 5AW OUT.
3. MILL AREA OF EX. PAVEMENT MARKING THROUGHOUT CENTER
LANE OF THE AREA OF IMPROVEMENT5/RE5TRIPING AND OVERLAY
1 1/2" 5URFAGE GOUR5E, GOORDINATE WITH NGDOT IN5PEGTOR FOR
1 I FOR DEFINED LIMITS
3 2
TO WE5LEY CHAPEL
5R 15'7'7
R/W R/W
R / W ----- R / W
o
flF_ 4-- -
0
------ ( -_- R/W (J R/W
�- R / WR 20' WIDE AREA
+e BE MILLEDZ'TQP)
(LIMITS OF
RESURFACIN(5)
OLD CHARLOTTE HIGHWAY
IMPROVEMENT/STRIPING PLAN
R/W IR/W R/W
R / W R / W YELLOW DIA60NAL
HI 455PAGING
(NGDOT STD 1205.09)
AREA OF WIDENING
NGDOT
WORK ZONE CON5TRUCTION 5TANDARD5
GENERAL REQUIREMENTS
BY REFERENCE HERETO, THESE PLANS MAY INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO THE FOLLOWING NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROADWAY STANDARD
DRAWINGS AND THE LATEST REV1510N5 THERETO, AS AN INTEGRAL PART OF THESE PROJECT PLANS.
STANDARD DRAWING NO5.
1101.02 1110.02 1130.01 1150.01
1101.11 1115 D I 1135.01 1180 D I
ALL TRAFFIC CONTROL DEVICES, SIGNS, PAVEMENT MARKINGS, AND OPERATIONS SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE ABOVE STANDARD DRAWINGS, THE APPLICABLE NGDOT
SPECIFICATIONS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTGD) UNLESS OTHERWISE NOTED HEREIN.
THE TRAFFIC CONTROL AND CONSTRUCTION SEQUENCE SHOWN ON THE PLANS HAS BEEN DEVELOPED BASED UPON TEMPORARY LANE GLO5URE5 OF OLD 0VJ4. M HIGHWAY BEING PERMITTED BY
NCDOT. LANE CLOSURES WILL ONLY BE PERMITTED FOR CONSTRUCTION OPERATIONS DURING THE HOURS OF 9 A.M. TO 4 P.M. DURING PERIODS OF CONSTRUCTION WHERE LANE CLOSURES ARE NOT
REQUIRED, OLD C44ARLOTIE HIGHWAY SHALL REMAIN OPEN TO TWO-WAY TRAFFIC. CONSTRUCTION OPERATIONS MAY BE PERFORMED U51NG STANDARD LANE CLOSURES AND FLAGGING
OPERATIONS IN ACCORDANCE WITH NGDOT STANDARDS AS NOTED ABOVE AND THE FOLLOWING GENERAL NOTES AS APPROPRIATE.
I. CONTRACTOR SHALL NOTIFY THE DISTRICT ENGINEER'S OFFICE AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. FOR OPERATIONS REQUIRING LANE CLOSURE, DRUMS SHALL BE USED.
2. FLASHING ARROW PANELS MAY BE USED FOR DAY AND NIGHT LANE CLOSURES.
3. A HORIZONTAL ROW OF BULBS SHALL NOT BE CONSIDERED AN ACCEPTABLE CAUTION MODE OF DISPLAY.
4. ARROW PANELS SHALL BE LOCATED ON THE SHOULDER (PAVED OR UNPAVED) EXCEPT FOR TEMPORARY RIGHT LANE CLOSURE WHERE NO SHOULDER EXISTS. WHEN THE ARROW PANEL MUST
BE PLACED IN THE CLOSED LANE, IT SHALL BE LOCATED JUST BEHIND THE TAPER CREATED BY THE CHANNELIZING DEVIGE5.
5. THE MAXIMUM 5PAGING BETWEEN GHANNELIZATION DEVICES IN TAPER OR TRANSITION AREAS SHOULD BE EQUAL IN FEET TO THE POSTED SPEED LIMIT.
6. THE MAXIMUM 5PAGING BETWEEN CHANNELIZATION DEVICES THROUGH THE WORK AREA SHALL BE APPROXIMATELY EQUAL IN FEET TO TWO (2) TIMES THE POSTED SPEED LIMIT.
7. 516N NO. W20 -7A (FLAGGER AHEAD) SHALL BE DISPLAYED ONLY WHEN FLAGGER 15 PRESENT.
8. FLA5GER5 SHALL USE STOP/SLOW PADDLE TO DIRECT TRAFFIC (5EE THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, PART (o, SECTION bF -2 THRU bF-5).
9. FOR TAPER LENGTHS (L) AND STOPPING SIGHT DISTANCE, SEE TABLES ON NCDOT STANDARD DRAWING NO. 1101.11.
10. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAVEMENT MARKINGS BY THE END OF EACH WORKDAY.
11. ANY SIGNS PLACED ON PAVEMENT SHALL BE PORTABLE MOUNTED, UNLESS OTHERWISE DIRECTED BY THE PLANS OR THE ENGINEER.
12. SEE THE TRAFFIC CONTROL PLAN FOR ADDITIONAL DETAILS OF PAVEMENT MARKINGS.
13. AT THE END OF EACH WORKDAY, CONTRACTOR SHALL REGRADE OR SHAPE ANY CONSTRUCTION AREA ADJACENT TO AN OPEN TRAVEL LANE SUCH THAT THE ELEVATION OF THE
CONSTRUCTION AREA 15 NO MORE THAN 2" ABOVE OR BELOW THE ELEVATION OF THE ADJACENT TRAVELWAY.
14. ALL DIMENSIONING SHOWN 15 APPROXIMATE.
15. ALL CONSTRUCTION WARNING SIGNAGE, TRAFFIC CONTROL DEVICES, STRIPING AND OPERATIONS SHALL BE IN ACCORDANCE WITH NGDOT STANDARDS.
16. TEMPORARY LANE CLOSURES FOR INSTALLATION OF STORM DRAINAGE PIPE AND/OR STRUCTURES ACROSS "OPEN" TRAFFIC LANES SHALL BE IN ACCORDANCE WITH NGDOT STANDARD
DRAWING 1101.02.
17. TEMPORARY LANE CL05URE5 FOR CONSTRUCTION OF WIDENING AREAS AND RE5URFAGIN6 SHALL BE IN ACCORDANCE WITH NGDOT STANDARD DRAWING 1101.02.
18. PAINT MAY BE USED FOR TEMPORARY MARKINGS IN ACCORDANGE WITH NCDOT STANDARDS.
19. TH15 TRAFFIC CONTROL PLAN 15 TO SERVE A5 A GUIDE ONLY. OTHER 51GN5 MAY BE REQUIRED DURING GON5TR IGTION A5 REQUIRED BY NGDOT.
20. ANY EXISTING CONFLICTING MARKINGS SHALL BE REMOVED PRIOR TO SHIFTING TRAFFIC.
21. EXISTING REGULATORY AND WARNING 516N5 WHICH CONFLICT WITH THE CONSTRUCTION SIGNAGE SHALL BE REMOVED DURING CONSTRUCTION AND SHALL BE REINSTALLED AS DIRECTED BY
THE NCDOT.
22. THE 5PAGING OF SIGNS AND GHANNELIZATION DEVICES MAY BE ADJUSTED TO FIT THE GEOMETRIC CONDITIONS ENCOUNTERED, SUCH AS DRIVEWAYS, INTERSECTING ROADWAYS, VERTICAL AND
HORIZONTAL ALIGNMENT, ETC., SUBJECT TO NGDOT APPROVAL.
23. A LONG-TERM BUT 5PORADIG-U5E WARNING SIGN, SUCH AS THE FLAGGER SIGN, MAY REMAIN IN PLACE WHEN NOT REQUIRED, PROVIDED THE SIGN FACE 15 FULLY COVERED.
24. TRAFFIC CONTROL DEVICES SHALL NOT BE DISPLAYED OR ERECTED UNLESS RELATED CONDITIONS ARE PRESENT NECE551TATING WARNING.
25. USE OF BARRICADES, PORTABLE BARRIER RAILS, VERTICAL PANELS, AND DRUMS SHALL BE LIMITED TO THE IMMEDIATE AREAS OF CONSTRUCTION WHERE A HAZARD IS PRESENT. THESE
DEV IGE5 SHALL NOT BE STORED ALONG THE ROADWAY WITHIN THIRTY (30) FEET OF THE EDGE OF THE TRAVELED WAY BEFORE OR AFTER USE UNLESS PROTECTED BY BARRIERS. THESE
DEVICES
SHALL BE REMOVED FROM THE CONSTRUCTION WORK ZONE WHEN THE ENGINEER DETERMINES THEY ARE NO LONGER NEEDED. WHERE THERE 15 INSUFFICIENT RIGHT-OF-WAY TO
PROVIDE FOR THI5 THIRTY (30) FOOT SETBACK, THE ENGINEER SHALL APPROVE ALTERNATE LOCATIONS.
26. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK ANY VEHICLES OR CONSTRUCTION EQUIPMENT DURING PERIODS OF INACTIVITY, WITHIN THIRTY (30) FEET OF THE EDGE OF PAVEMENT WHEN
THE LANE 15 OPEN TO TRAFFIC, UNLESS PROTECTED BY BARRIERS INSTALLED FOR OTHER PURPOSES. PRIVATELY OWNED VEHICLES SHALL NOT BE ALLOWED TO BE PARKED WITHIN THIRTY
(30) FEET OF AN OPEN TRAFFIC LANE AT ANY TIME UNLESS PROTECTED AS DESCRIBED ABOVE. WHERE THERE 15 INSUFFICIENT RIGHT-OF-WAY TO PROVIDE FOR THI5 THIRTY (30) FOOT
SETBACK, THE ENGINEER SHALL APPROVE ALTERNATE LOCATIONS.
27. CONTRACTOR SHALL WORK ON ONLY ONE SIDE OF THE ROADWAY AT A TIME UNLESS APPROVED IN WRITING BY NGDOT.
28. CONTRACTOR SHALL COORDINATE ALL SEQUENCE OF CONSTRUCTION AND MAINTENANCE OF TRAFFIC OPERATIONS WITH THE N.G. DEPARTMENT OF TRANSPORTATION (NGDOT). MAINTENANCE OF
TRAFFIC OPERATIONS IN THI5 AREA 15 50BJEGT TO REVIEW AND APPROVAL BY NCDOT.
29. CONTRACTOR SHALL REMOVE, SUPPLEMENT AND/OR ADJUST TRAFFIC CONTROL SIGNS AND DEVICES AS NECESSARY AND AS DIRECTED BY THE ENGINEER AND/OR NCDOT.
30. CONTRACTOR SHALL COORDINATE ALL WORK AND MAINTENANCE OF TRAFFIC WITH ANY AND ALL ADJOINING CONTRACTORS, PROJECTS, AND/OR UTILITIES.
31. CONTRACTOR SHALL MAINTAIN ADEQUATE INGRESS AND EGRESS TO ALL PROPERTIES IN THE PROJECT AREA AT ALL TIMES.
32. CONTRACTOR SHALL TAKE APPROPRIATE 5TEP5 TO ENSURE THAT CONSTRUCTION DEBRIS, DIRT, MUD, ETC., 15 NOT TRACKED ONTO THE EXISTING TRAVELWAY, OR ONTO ANY LANE OPEN TO
TRAFFIC. SHOULD DEBRIS, MUD, ETC., ACCUMULATE ON AN OPEN TRAVELWAY, CONTRACTOR SHALL IMMEDIATELY TAKE STEPS TO REMOVE SAID DE5RI5, MUD, ETC.
33. CONTRACTOR SHALL ROUTINELY INSPECT ALL TRAFFIC CONTROL DEVICES, 51(5N5, MARKINGS, ETC., AND REPAIR OR REPLACE AS NECESSARY.
34. CONSTRUCTION 516N5 SHALL BE FURNISHED BY THE CONTRACTOR. CONTRACTOR SHALL BE RE5PON51BLE FOR ERECTING AND MAINTAINING SIGNS IN ACCORDANCE WITH NCDOT
SPECIFICATIONS.
DOUBLE YELLOW
R/W
WHITE PVM'T J
MARK. ARROWS
COORDINATE TRAFFIC CONTROL
WITH NCDOT INSPECTOR
Old ChARt0TTE H IghwAy
SR 1009
(POSTED 45 MPH)
WHITE PVM'T
MARK. ARROWS SOLID WHITE
1 \4"
(NGDOT STD 1205.01)
150' STORAGE LANE
- R/W ---------- -7- L., .. I
R/W
WHITE MINI -SKIP
(2' ® 6' INTERVALS)
(NGDOT 5TD 1205.01)
180' BAY TAP
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1101.02
ALL OTHER DEVICES ARE THE SAME AS ABOVE
49'2% 48" ♦♦ ♦ 48W2Xi8"
L-WAY�
i
DOWN BUFFER BUFFER STREAM SPACE SPACE TAPER
50'-100' 50' MIN. 50' MIN. 200'
GENERAL NOTES FOR FLAGGER OPERATIONS
1- REFER TO STD. 1101.11 SHEET 4 FOR SIGN SPACING.
2 -INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC.
3- RENOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC.
4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT.
ND
5- EXTELANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED TO THE FLAGGER.
(REFER TO STO. 1101.11 SHEET 2)
6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME.
T- DBMS OR SKINNY-DRUNS MAY BE USED IN LIEU OF CONES.
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. SUPPLEMENT FLAGGERS LOCATED
AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20 -Z8) PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER
WHERE INTERSECTIONS ARE SIGNALIZED AND PLACE SIGNALS IN THE FLASH MODE.
9- FLAGGERS SHALL NOT STAND IN THE ROADWAY.
GENERAL NOTES FOR PILOT CAR OPERATIONS
1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EDP), CONES NAY NOT BE REQUIRED ALONG WORK AREA,
AND AT THE DIGRESSION OF THE ENGINEER, CONES MAY BE OMITTED ALONG THE WORK AREA IF USING A PILOT CAR.
(NOTE: CONES ARE ALWAYS REWIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS).
3- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A VISIBLE LOCATION ON THE REAM OF THE PILOT VEHICLE.
4- DO NOT INSTALL MORE THAN ONE (1) MILE OF LANE CLOSURE, MEASURED FROM THE BEGINNING OF THE MERGE TAPER TO
THE END OF THE LANE CLOSURE.
5- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND INGRESS
FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS.
NGDOT STD# USED
840.15
BRICK DROP INLET
840.1(o
DROP INLET FRAME d GRATE
84b.01
GONG. CURB 4 GUTTER
848.01
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1101.01
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GROSS LK
(TYP)
5' GONG 5/W o0
8 5' PLANT. STRIP 10' GURB 4 GUTTER
TRANSITION (TYP)
YIELD
(RI -2) 55.5' R
A 8" WHITE W/ 5'-5'
ACCESSIBLE MINI—SKIP ENTRANGE LINE
RAMP (TYP)
o W11-2 �J D •K
30 x 30 ;o
YIELD R 1 —6
N.
(RI-2) 12 x 36 30 x 30
p ARROWS
p (R —
v
GONG TRUGK •
APRON i 70
lY
~8$, GRAS DOUBLE YELLOW `p
INNER GI GLE ARROWS
17.5'
P TMI' oo
A
f z o = o N
ARROWS .. I 17.5' R
STA 2+87.14 = TYP
�, (L STA 0+00= U1 4" SOLID WHITE
STA 0+00 =
m �
151,
YIE I'-6" MO A15LE
QN
@�
2� �. ARROWS:
00
STA
(80' Public R/W);o
2'— STANDARD
G 8 GUTTER
(TYP) W11— 2
R6-4 30 x 30
30 x 24 1' R, TYP ,6 I
I ELD
(RI -2)
GONG GAP
Gj ¢ ISLAND, TYP
NN. i o0
NGDOT STD# USED
1205.01 STD. PAVEMENT MARKING
1205.01 CROSSWALK PAVEMENT MARKING
846.01 PAVEMENT MARKING SYMBOLS
848.01 GONGRETE SIDEWALK
2'-0" VALLEY
GURB (TYP)
0 20 40 60
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