SW3170702_APPROVED PLANS_20180619

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE ❑ CURRENT PERMIT
L APPROVED PLANS
(l❑l HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M DD

i
VICINITY MAP - /� ; %V,
-..
SHEET INDEX
ShEEr No. Shur WE
1 Cma ShEEr
`'4 s/-
2
romomw wham91On Sk
�� ✓
\
/ 2
endsu4m P
6 S� DRe1nw end GRedLW4 Plan �
Jr Llan
\*�
7 Swm DRe MW end GL%&q Plan 'N
Plan 'F` `.'
9 Faa" Ca aNd P6w (PRE) IV
10 EROs10N CaaNd Plan (PRE) 14
12 Fiodw Carnad Plan (Parr)
13 Ewdw Cmad Pbw (Posy)
13 Roedw & Siom Dmkgw PhAs
16 Roedslley 6 Si PbAs
18A ww1my 6! Sam mwmw Pwmm
& ShE cAGMn,TON D WA
18b Sk Ca1t61R Pcdm Dmb
19h,ob DRe mw AwA Mops
20 BMP Dad ShEu
22 BMP DmA Shm
------- ®%%'^-
PRORRM / EX. R/W
EXISTING PAVEMENT/CA)RB
PROPOSED PAVEMENT/CURB
- - - -ADJOINING
PROPERTY LINES
EXISTING BUILDINGS
'..•�r'{
PROP05ED 5' SIDEWALK
WATER QUALITY BUFFERS
i E
EX. WETLAND5
«
PROP05ED BMP
WATERSHED BUFFERS
DEVELOPMENT DATA
TAX PARCEL NO, 09-396-004, 0040, 005, 006 d09-366-020 (P)p205 4020D
ZONING CLASSIFICATION: MPD(GD)
ZONING JJR15DICTION: UNION COUNTY
51TE ACREAGE: 1831 AG
PROPOSED UNITS: IT5 SINGLE FAMILY DETACHED
85 TOW4HOME5
PROPOSED DENSITY: 33 UNIT5/AG
PROPOSED COS: 3035 AC
SINGLE FAMILY LOT DATA:
MIN. LOT 51ZE = 6,00E 5F
MIN. LOT WIDTH = 50'
MIN. SETBACK = 20'
MIN. 51DE YARD = 5', SIDE STREET 10'
MIN. REAR YARD = 50'EXTERNAL, 20' INTERNAL
TOWNHOMIE LOT DATA:
MIN. LOT SIZE = 2,300 5F
MIN. LOT WIDTH = 25'
MIN SETBACK = 20'
MIN. 51DE YARD = 5'
MIN. REAR YARD = 30' EXTERNAL, 20' INTERNAL
MIN. BLDG 5EPBRATION = 16'
PHASING
SINGLE FAMILY; TOWNHOME
PHASE I: LOTS 1-21, 1141-145, 164-1-f5; IT6-213
PHASE 1: AMENITY/GL.UBHOU5E
PHASE Z LOTS 22-54, 415-118; 214-260
PHASE 3: LOTS 5"4, 146-163; 23T-2471
ADIOINING OWNERS
NO.
NAME OF PROPERTY 001E2
LOT i
MAP BOOK
DEW BOOK
TAX 104
I
RONALD lEtMMN 4 AN6ELA FERMAN
LOT % 26
PG J P6 q9q
DS 41584 P6 524
09-396-954
2
QOeERT STRIGKLAND 4 SHIRLEY STRICKLAND
LOT % 29
PG J P'6 999
DB 4977 PG bIq
04-396-955
5
BRANDON HILLARD
LOT % 50
PG J pb 999
DB 6541 P6 615
Og-3q64=5b
4
DONALD MGNNIS 4 SHARON MGINNIS
LOT i BI
PC I pb 165
D5 3556 P5 586
04346-957
5
THOMAS .MIST
LOT % 32
PO I pb 186
D5 6506 P6 089
09"3qb`IW
6
DEIITA 6ALLION 4 ALIAN RANGE
LOT % 33
PG I P6 185
DB 6510 Pr, 406
Oq J4645q
T
ISREAL 6ARDUTA
LOT i 38
PG 1 P6 185
DB 6240 P6 525
09-396464
6
ALEXSANDRA, CFEUTAYA 4 AN1A GHARNAYA
LOT % 5q
PG 1 P6 185
OB 4501 PS 271
04396-965
9
MAROIA N4NN
LOT i 40
PG I PG 185
6455 P6 125
Oq Jq6-46b
10
DM30PAH BROCK
LOT % 41
PG 1 PG 185
DB 6515 % 505
Oq 5g6967
11
DONALD MGIN NI5 ! SHARON MGINNS
LOT i 51
PL 1 PS 185
DB 3556 F, 386
Oq 7g64T1
12
KYLE NIIN, 4 JENNIFER NNN
LOT i 52
PG I P6 185
DB 48611 P'6 537
Og 7g6478
13
MARIE E5GAVA
LOT % 53
PC I P5 185
DB 495E p6 610
Oq-5g6-4I4
14
DONALD MGINNS 4 5HARON MGINNIS
LOT % 55
PC 1 P6 185
DB 3556 PG 3B6
09-54"al
15
DONALD MGINNS I SHARON MGINNIS
LOT % 56
PO I PG 185
DB3556 pb 386
Oq Jg6482
16
AMERICAN HOMES 4 RENT PROPERT5 NNE LLG
LOT % 69
pO 1 P6 1&4
D5 6430 P6 343
0q-5g6-8qq
17
GOLLETTF MILLS
LOT* 70
PG I P5 184
OB 4665 P6 834
Oq-3g6400
18
BARBARA ZION
P6 184
B 4164 P6 351
Oq-3gb401
MN
DONALD MIl15 t SHARON
LO2G
IIq IRS 184
Oq-3g6402
20
RONDAY IVY
LOT i'T3
Fr P6 164
D5 6275 P6 616
Oq-3g6403
21
NVR ING
LOT i 74
PC. P5 184
DB 5564 PFi T30
093gb404
221
DONALD MCINNI5 ! SHARON MGINIIS
LOT %'IS
PG I P6 184
09-396405
X/
l
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l /
4
,
i
...........%
0
0 1220p�p�� �/��2�4�0 360
GRAPHIC SCALE
Col
71
152 1 w
N6
NOW OR FORM32LY
FEVIYAL T54PLE
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m 616 P6 931
PAR4EL ID i 04 -007
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I40 I W I 14I i
14O I I34 I L56 I M
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aM
NOW OR FORPStl.Y
PI.BLIL WORKS PROF6tT16
LLG
I70 n46 PG a56
PAROB. ID i Oq-366021
b7 l 166 I I I " 117=
iffiffifliffiff
1
S
Zl
GENERAL NOTES
I. THIS PRELIMINARY 5UBDIV1510N PLAN 15 SUBMITTED, AND SHALL BE
CONSTRUCTED, IN AGGORDANGE WITH THE REQUIREMENT5 OF THE
UNION COUNTY UDO, NCDOT 5UBDIV151ON ROADS MANUAL, UNION C.O.
PUBLIC WORK5 DEPARTMENT AND NGDEQ.
2. BOUNDARY SURVEY INFORMATION PER SURVEY PREPARED BY PHOENIX
LAND SURVEYING.
3. TOPOGRA.PHIG 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 CLA55 3 REINFORCED CONCRETE PIPE
(RCP) UNLE55 OTHERWISE NOTED. PIPE LENGTHS INDICATED ON THE PLANS
ARE APPROXIMATE AND ARE SUBJECT TO CHANGE DOE TO FIELD GONDITION5.
6. WATER AND SANITARY 5ENER SERVICE SHALL BE PROVIDED BY EXTENSION
OF THE EXI5TIN6 UNION COUNTY FUBLIG WORKS UTILITY SYSTEM.
1, THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH
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 5DE (STORM DRAINAGE EASEMENT)
ARE EASEMENTS WHICH ARE THE RESPONSIBILITY OF THE INDIVIDUAL
PROPERTY ON4,ER.
9, NON-5TANDARD 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 IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF�5ITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY 0WFER5.
II. SITE BENCHMARK FOR PROJECT 15 THE RIM OF AN EXISTING SAN. SWR. MH
IN THE CUL-DE-5AC OF GRAY5ON PKWY , ELF/.= 636.12 (NAVD 1488)
12. COMMON OPEN SPACE TO BE CONVEYED TO THE HOMEOWNER5 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 EXCEED TREE ORD. GUIDELINES 5TD.
15. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITIOW6RADIN6/CON5TRUCTION
AND NOT REMOVED UNTIL AFTER FINAL INSPECTION BY URBAN FORESTRY STAFF.
16. NO DEMOLITION LANDFILLS WILL BE LOCATED ON TH15 SITE.
IT. COMMON OPEN 5PAGE/ TREE5AVE AREA TO REMAIN IN A NATURAL STATE. AREAS TO BE
GLEANED OF TRASH AND DEBR15.
I8. THE PURPOSE OF THE STORM DRAINAGE E5MT. (5DE) 15 TO PROVIDE STORM WATER CONVEYANC
BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA.: ANY OTHER OBJECTS WHIGH IMPEDE
STORM WATER FLOW OR SYSTEM MAINTENANCE ARE AL40 PROHIBITED.
19. SIGHT TRIANGLES SHOWN ARE MINIMUM REQUIRED.
20. DIRECT VEHICULAR ACCESS TO OLD CHARLOTTE HIGHWAYY 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?JTILIT� EASEMENTS. TREES WILL BE
MITIGATED PER ORDINANCE WHERE NEGE55AT2 I
22. APPROXIMATE LOCATION OF SEPTIC DRAIN FI INS L<#ATED BY PROPERTY OWNER
ALL HOUSES ARE CONNECTED TO COUNTY WA 2 WELL LIPOATED ON I^ESTERN HOUSE
23. THE PROJECT WILL BE PHASED FOR THE PLATT ONL CONSTRUCTION 15 PLANNED TO
CONTINUE ON THE ENTIRE PROJECT DO TO EAR NPRK, ITARY 5EWER AND GONSTRUCTION
OF THE BMPS. 1
24 LOTS 88, 89, 12T, 128, 158 4 159 HAVE A PPE (F 1 GTION ELEVATION) SET AS AN
ELEVATION 2 FT ABOVE THE 100-YR STORM AFT M THE ADJACENT CULVERT
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GOS t TOP OF
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GRAPHIC SCALE
NOW OR FORMERLY
PUBLIG WORKS PROPERTIES
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PARCEL 10 # Ocf-366-021
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aLL
6' MIN.
LONG. SIDE
aW44EL SLOPE D W B SLOPE LINING
640d2 ....,_ _
LI
639.992 6. 640.5 D •I 125% Off 7' 2' 21 GRASS 4 5755N
CIA- PEALED o50' ADD® 501L PROPOSED �� USE OF NORTH AMERICAN GRE@l'rl5 MATTING 1 If -� `,, _ / ✓,
Bi STREAM em 61 LF 36, 1 LINING OR EQUAL AS NECESSARY.
W t
o Aso -W 100 DE51 GNED CHANNEL SCHEDULE 0 60 120 180
NO ecA 2 GRAPHIC SCALE
-EXTEND 15" RGP 125AT 1.56
TO PROP YI I, INSTALL C.ONC
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FROM
TO
SLOPE LBJGTH
DIA.
STPLJCTL12E
FROM
STRUOTL12E
TO
(S)
Tm
(MD
RIM
INVERT
RIM
INVERT
YI I
YI 2
L30
I00.8
18 N
664.20
66L26
66SW
659.95
YI 2
MH 5
LIO
125.7
18
663.80
659.95
66612
658.57
CA 3
CI 4
LOO
36.0
5
665.12
660A4
66512
660DS
a 4
Ma 5
LOO
1012
5
66512
659.98
66550
65&97
Ma 5
YI 6
050
306.8
24
66550
65857
662.00
657.03
YI 6
FES 7
060
50.0
24
66200
657.03
-----
656J3
015
a 16
050
24.0
5
661.87
65&30
66L87
65818
Cl 16
a n
L10
120.I
15
661.87
658.08
663.00
65676
Cl 1`7
MH 6
2OO
50J
5
663,00
656,66
66200
65566
CI 19
M-I 18
050
r29J3
18 IV
569.11
655.00
662.00
654,35
Ma 6
FES 20
050
30.0
18
66200
65425
-----
654J0
Cl 23
Da 24
LOO
955
5
659.78
655.00
659.11
654.05
DCI 24
025
060
427.9
18
659JI
65a95
656JI
65L38
CA 25
026
LOO
L78A
18
6564
65128
653.30
649A9
Cl 26
a 27
L59
24.0
18
653,30
649.39
653.30
649.01
Cl 27
Cl 28
200
I821
18
653.30
649.01
65L06
645.37
Cl 29
a 28
050
24.0
5
651.06
647.00
65LO6
64688
a 28
a 30
320
435
18
65L06
645.27
649,60
643AB
Cl 30
a 31
065
Y33J
24
649.60
643.8E
64754
64aa
Cl 31
032
LOO
24.0
24
64754
643,01
64754
64277
Cl 32
FES 33
LOO
320
24
64754
64267
-----
64235
CA 35
Cl 36
050
24.0
5
64815
64460
648,5
644A8
Cl 36
Cl 37
050
200.0
5 IV
648J5
644J8
645,71
643JB
a 37
a 37 b
0.95
851
5 IV
645.71
643,08
64469
64227
CI 37 b
CI 38
0.99
73.9
15 W
64469
64227
643,98
641.54
CA 38
Cl 39
L50
24.0
15 IV
643,98
6454
64469
641.18
Cl 39
Ma 40
0.75
2a3
18 IV
64398
64LJ8
645.00
640.97
Ma 40
Ma 41
0.75
109.0
18
645.00
640.97
645.00
640.5
Ma 41
FES 42
050
43.0
24
645.00
640.5
-----
639.94
CI 43
a 44
L80
68.0
5
64560
6489
644.20
64OA7
Cl 44
FES 45
0.74
60.3
5
64420
64067
-----
64022
Cl 48
049
L50
107.1
5
644J8
64050
64255
638.89
CI49
Cl 50
O60
24.0
5
64255
638.89
64255
638,75
Cl 50
052
L50
9L1
5
64255
638.65
643,60
63728
CI51
Cl 52
L50
2a9
5
643,36
63765
64360
63722
Cl 52
076
L48
2835
18
64360
63722
6497
633,02
Y175
Cl 76
314
165.6
5
64350
63950
64197
634.30
CI76
CI77
2.32
1685
18
64L97
633,02
639.34
629A
CA 77
Cl 78
a02
24.0
18
639.34
629JI
639.34
628.39
CI78
M-179a
0.80
126J
24
639.34
62a39
636.03
627.38
Ma 79a Cl 79b
L20
35.7
24
636,03
677.38
63528
626,95
Cl 79b
FES 80
LIO
37.0
24
635M
625W
----
62509
a 55
Cl 56
LOO
140A
5
644,85
64LOO
64362
63960
Cl 57
a 58
250
86.6
5
64650
64250
644.29
640.34
Cl 58
Cl 56
LL4
55.8
5
644.29
64024
643,62
63960
a 56
Da 59
0.90
24.0
18
64362
63960
64362
639.38
Da 59
YI 60
L90
114.3
18
64362
639.38
64a00
63721
YI 60
YI 61
060
83.0
24
643,00
637.21
643,00
636.71
YI 61
a 62
L80
18.7
24
643,00
63661
641,43
634A8
CI 62
CI 65
L40
24.0
24
641.43
633.76
640A3
633,42
063
a 64
050
975
5
643.27
637.00
642.5
63651
a 64
a 62
200
1069
5
642.5
636AI
639.36
63427
a 69
a 70
050
24.0
5
642.38
634.97
641.38
634.85
a 70
a 65
050
271.4
5
641238
63485
640A3
63349
a 65
Ma 66
060
225
30
64OA3
633A2
641.38
63329
MH 66
Ma 67
060
95,0
30
640J9
63329
639.00
63272
MH 67
FES 68
0,60
20.0
30
639.00
63272
-----
63260
Cl 85
FES 86
050
5.0
5
66L60
65&00
-----
657.93
Cl 92
a 93
050
24.0
5
66272
659.00
662.72
658,B5
a 93
YI 94
3.30
1432
5 IV
662.72
65&78
656.50
654,05
YI94
YI95
050
29"
18 IV
656.50
654,05
657.00
65258
YI 95
FES 96
060
81.0
18
657.00
65258
-----
652I
YI 98
Cl 99
050
23.6
5
65850
655,00
659.75
654.38
CA 99
Cl 100
050
35.4
5
659.75
65428
659A0
654.A
a 100
Cl 101
050
65.8
5
659A0
6U a
65&33
65
Cl 101
CI 102
0.75
24.0
5
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FOR STORM DRAINAGE STRUCTLRES
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EROSION CONTROL NOTES
L THI5 ER05ION CONTROL PLAN 15 PREPARED IN ACCORDANCE WITH THE I
UNION COUNTY SEDIMENTATION AND ER05ION CONTROL ORDINANCE.. I
2. 2. TOTAL PRO.ECT AREA. 16.3 ACRE5; TOTAL DISTURBED AREA: 55D ACRE5.
3, 3. SOIL CLA551FICATION: BADIN, CID d 601-05TON !T7 RECEIVING WATER GOURSE: UNNAMED TRIB OF EAST FORK OF TNELVE MILE CREEK I r / \" MH
GLASS G GREEK
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE "REQUIRED
BY THE ER05ION CONTROL INSPECTOR
5. FINAL LOCATION OF SILT FENCE SHALL BE DETERMINED IN THE FIELD BASED ON
ACTUAL 51TE CONDITIONS. I -...
6. THE CONTRACTOR SHALL DILIGENTLY ANDCONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVIGE5 AND 5TRUGTURE5 TO MINIMIZE EROSION. THE CONTRACTOR *� ��
SHALL MAINTAIN CLOSE CONTACT WITH TH�t
R05ION CONTROL INSPECTOR 50
THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGE -OF I+% - -� I + t zS
CONSTRUCTION. ` \,.��. A'_./���/�
'1. ALL EROSION CONTROL MEASURES SHALL BE CONSTI*&T ACCORDANCEIN AGGRDANGE WITH f� : �.�\`/`\ - ' ° � '° * •::-•-•_. - -._ I �1 n'-- „„• " ^ •� '^
THE NG EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MAN)AL, US
DEPT. OF AGRIGULTURE, US SOIL CONSERVATION SERVICE, AND THE GABARRU5 CO.--•�'.-`S,L'�+}L z',
ER05ION CONTROL ORDINANCE. °` �: *S• Xr "'�". '� A'` �5fp��z �!
b. ANY GRADING BEYOND THE INDICATED CLEARING .LIMITS ISA VIOL THEie�•-
COUNTY EROSION CONTROL ORDINANCE AND 15 5U15.EGT
Q. ANY ON-51TE DEMOLITION LANDFILL(5) SHALL Y PERMUTED. \� ~�w - -
.�
10. GRADING MORE THAN ONE I) ACRE WITHOUT AN \ " YK�9� t Z-�'
PLAN 15 A VIOLATION OF THE COUNTY EROSION CCOr - INANCE: ANIR 15 L"
SUB.EGT TO A FINE. /�j�` �(`
II. STANDARD NUMBERS REFER TO NG EROSION AND SEDIMENT CONTROL INNING
AND DESIGN MANUAL.
12. ANY LAND DISTURBING ACTIVITY 2 I ACRE REQUIRES COMPLIANCE WITH N-I.. h I
CONDITIONS OF THE GENERAL PERMIT TO DISCHARGETORHN VIATER
THE NATIONAL POLLUTANT DISCHARGE ELIMINATION 5'AT M ANY NON- l
COMPLIANCE 15 A VIOLATION OF THE GLEAN WATER ACT AND MAY REGOr
ENFORCEt••ENT ACTION BY THE DEHNR.
13. RECOMMENDED SKIMMER SOLD BY ER05ION CONTROL SUPPLY CO. RALEYgH; NG
- OR EQUAL - ' --- - - - - - - - --- - - - '
\ `
THI5 517E 15 9EIN6 DEVELOPED AS A MIXED RESIDENTIAL SUBDIVISION WITH BOTH SUBDIVISION. IN
DETACHED SINGLE FAMILY AND MULTI -FAMILY TOW4HOME5 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 15.1 REPLANTING BASED ON DIAMETER OF THE TREE. THE PRO,EGT WILL BE PHASED BY PLATTING
BUT CON5TRUCTED FROM BEGINNING TO END AS A CONTINUOUS DEVELOPMENT.
GALL bit
BORE YOUUDI6 U.
CONTRACTOR 15 FULLY RESPONSIBLE FOR GONTAGTIN&
APPROPRIATE PARTIES AND A55URINS THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BE61NNINS CONSTRUCTION.
2J.
CONTRACTOR 15 RESPONSIBLE FOR P.AGUNS BARRICADES
U51N6 FLA&M5K ETC, AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
B).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION
4).
5HOR % MULL BE AGGORDINS TO OSHA TRENCHING
AVOID UTILITY DAMASE
STANDARDS PART 1926 SUBPART P, OR AS AHINDED.
EROSION CONTROL LEGEND ,e
m r'
Zr-
TREE PROTECTION FENDING �
,-- --' t
�—
STONE OUTLET
X
TEMPORARY SILT PENCE
DEHNR 5TD bb2
TEMPORARY DIVERSION
6.8
DITCH - DEHNR STD 6.20
AREA
f
DENUDED
PROP HARDWARE CLOTH 4 GRAVEL
INLETPROTECTION - DEHNR STD 651
PROPOSED TEMPORARY GRAVEL
CONSTRUCTION ENTRANGE - DEHNR STD 6.06
PROPOSED TEMPORARY ROCK
CHECK DAM - DEHNR STD b.b3
Ke
PROPOSED RIPRAP APRON AT
PIPE OUTLET - OLDS .20.25
PROPOSED TREE SAVE
BUFFER AREA
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. ROOK GIK
D
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(WID N.pITCH, TYP. ,
(NGDEIi STD�1'66 �
DO NOT DISTURB THIS -AREA UNTIL BYPASS �``� \ �`'- M•' .
SYSTEM FROM ROADSIDE DlTt1f: WN5TALLED !
STA9LIZED (SEE SHl• I�-!Fa ILL IS ADD®, DNHRT !�''�� j �C�- �- I ai
FLOW INTO P�R6IMTA� INSTALL SILT FENCE AT TOE
OF SLOPE �O�EXISTIN6 DITCH FROM SILTATION71
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SEEDBED PREPARATION NOTES
I. SURFACE WATER CONTROL FEATURES SMALL BE INSTALLED PER APPROVED PLAN.
2. AREAS TO BE 5EEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOP501L
3" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP.
3. L005E ROCKS, ROOTS AND OTHER 055TRUGTION5 SHALL BE REMOVED FROM THE
SURFACE 50 THAT THEY WILL NOT INTERFERE WITH E5TABL151-IMENT AND/OR
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEED BED PREPARATION, AT
FIN15H 6RADE5 SHOWN, SHALL BE REA50NABLY SMOOTH AND UNIFORM.
4. IF NO 501L TEST IS TAKEN, FERTILIZER AND LIME SHALL BE APPLIED ACCORDING
TO SEEDING 5PEGIFIGATIONS.
5. IF 501L TEST 15 TAKEN, PROVIDE FERTILIZER AND LIME ACCORDING TO SOIL TEST
REPORT.
6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE 501L
DURING 5EEDDBED PREPARATION.
7. GRADED SLOPES AND FILLS: THE AN5LE5 FOR GRADED SLOPES SHALL BE NO
GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL MEA5URE5. 5LOPE-5 GREATER THAN 3:1
AND PERIMETER AREAS SHALL, WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY
PHASE OF GRADING, SE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER
OR OTHER ADEQUATE ER05ION CONTROL M1EA5URE5 SUFFICIENT TO RESTRAIN EROSION.
MAXIMUM SLOPE 15 2.1 (5E5G0 710 G5 113A-57(2)).
6. GROUND COVER: PROVI5ION5 FOR A PERMANENT 6ROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE ACCOMPLISHED WITHIN 14 CALENDAR DAYS
FOLLOWING COMPLETION OF CONSTRICTION ON ALL OTHER AREAS,
(5E5C.07c 65 113A-57(3)).
SEEDING SPECIFICATIONS
6ENTLE SLOPES STEEP SLOPES
SEEDING 100 Ibs/acre tall fescue
MIXTURE 80 Ibs/acre OF tall fewe 30 Ilzs/acre Sericeo Iespedeza
(uscarlfled after Aaugusf 15)
10 Its/acre Kobe le5peciaza
Lau: August 25 - October Fall: Auqmt Late wYiker:%Februa y 15 - OctoberI mil 15
Late winter; Febring sey n Ito - Is To extend into Jale, add
SEEDING To extend spring ee9dig into Jrle, add 15 Ibs/acre hull) d Ber ass
DATES l5 &n/acrekqhhulled Berof robe�ass dhq of � l w over
�1-seededtau fescue) Is veryzeFover fallseededtall fescue effective.
SEEDING Applyy lime and fertilizer per soil rests, or Apply lire and fertilizer per soil rests, or 4000
AMENDMENTS 4000 lbs/acre limestone and 1000 lbs/acre ibs/acre limestone and 1000 its/acre 10-20-20
10-20-20 fertilizer. fertlizer.
TEMPORARY SEEIAN6 FOR WARM AND COOL SEASON
EARLY SUMMER SEASON 5TEP SLOPES
SEEDING 40 ibs/acre Of German millet 120 Ibs/acre Rye (grail
MIXTURE b0 Ibs/acre, of tall fesue 60 Ibs/acre tall Mew
Mfkqxu1 I - AIX IS October 25 - December 30
SEEDING =11:liize IF Gqrrowth Is not full adequate. Between December 30 - February 15,
DATES Apply 4000 Eis/acre straw oe equivalent add 50 Ibs/acre of areal Kobe 169pedeza.
hydrosseding• iJ 4000 Ibs/acre straw or equivalent
SEEDIng-
ING Apply lime and fert111zer per soil rests, or 2000 Apply Ilms and fertilizer per soil rests, or 2000
AMEHDI.ENiS telacre limestone and 750 lbs/acre 10-10-10 lbs/acre limestone and 150 ios/acre, 10-20-20
fertilizer. fertilize'.
.....:....
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\ r ' KA7Z BYPASS PUBLIC' NOR
RK5 PROPERTIES /
ABKIZIF IMFillEPATELY °'
s
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\ / 2.0 AC %PARCEL ID # OG-366-021
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GRAPHIC SCALE W PRDPOC+Er-K A - DE1 RARY ROCK
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ALTERNATE WALL
GONFIGURATION-
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L = LENGTH
PLAN
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Lu
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GENERAL NOTES,
I. SEE FORMER NCDOT STANDARD 310.01 FOR DETALS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO MI70, TABLE 2 WALL 6.
3, ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGLE 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 TBVIPLATES,
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
'Inll TI Ifni 1 "Nownwill fnllfnl=l
11
15'
STA
� _=1
MWE
Ire•
I. A GROOVE JOINT I" DEEP WITH Ire" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE I/2"
EXPANSION JOINT WILL EE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPAN510WCON5TRUGTION JOINT IN
ADJACENT CURB.
2, SIDEWALK AT DRIVEWAY ENTRANGE5 TO BE b' THICK.
3. SIDEWALK TO BE FOLRED TO END OF RADIIS AT INTER5EGTIN5
6ROOJE JOINT IN SIDBVALK STREETS.
Ire" RADIU5
4. CONCRETE COMPRK5IVE STRENGTH 5HALL BE 3000 P51. M 26 DAY5.
-JOINT FILLER
1/2"
IN SIO`Q'��
DICONCRETE 51
JNT HYN_K
-FILL SLOPE
GENERAL NOTE-5:
1. DITCH SHOULD HAVE LONGITUDINAL
IIN. SLOPE OF 1.0% MIN.
2. SILT FENCE MAY BE REGIUIRED BEHIND BERM
MINIMUM H=2/3 PIPE DIAMETER
GENERAL NOTES: SECTION 5-8
1. CLASS OR MEDIAN 51ZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DE5IGNED BY THE ENGINEER.
2. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP RAP.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE
P151-HAROE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LE55 THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THESURFACE OF THE RECEIVING CHANNEL. THE
AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT 50 THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) KITH THE SURFACE OF THE REGEIVING CHANNEL. THEAPRON SHALL HAVE A CUTOFF OR TOE
WALL AT THE DONN5TREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE REGEIVING CHANNEL. MAXIMUM
TAPER TO RECEIVING CHANNEL 5:1
6. ALL 5UBGRADE FOR STRUCTURE TO BE GOMPAGTED TO 95% OR GREATER.
'T. THE PLAGIN6 OF FILL, EITHER L005E OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLONED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
9. ANY DISTURBED AREA FROM END OF APRON TO REGIEVING CHANNEL MUST BE STABILIZED.
USE L15DA NOMOGRAPH FROM NG SEDIMENT AND ER05ION CONTROL MANUAL
OUTLET
GF5
PIPE
PIA.
(IN)
APRON
LENGTH
"La" (PT)
BOTTOM
WIDTH
"Al' (PT)
TOP
WIDTH
"W2" (FT)
DEPTH
'IT' (IN)
HE16W
'H" (IN)
STONE SIZE.
C150
(IN)
FES 1
182
24"
14.0
14.0
6.0
13.5"
16"
6" STONE
FES 20
6.4
18"
10.0
11.5
45
1"
10"
3" STONE
FES 33
18.1
24"
14.0
14.0
6.0
135"
I6"
6" STONE
FES 42
8.0
I5"
10.0
113
3.8
13.5'
10"
6" STONE
FES 45
5.0
15"
10.0
11.5
3.8
1"
ION
3" STONE
FES 68
25.4
30.
16.0
16.5
15
18"
20"
8" STONE
FE5 80
18b
24"
14.0
14.0
6.0
135"
12"
6" STONE
FES 86
2.2
15"
10.0
11.3
3.8
1"
I6"
3" STONE
FE5 qb
15
18"
10.0
115
4.5
-i"
10"
3' STONE
FES 108
19.4
24"
14.0
12.0
6.0
14"
20"
6" STONE
FES 112
5.3
15"
10.0
11.3
3.8
1"
10"
3" STONE
FES 115
6.1
18"
10.0
115
4.5
1"
10,
3" STONE
FES 120
3A
15"
10.0
11.3
3.8
1"
ION
3" STONE
FES 123
1.6
15"
10.0
113
3.8
1"
10"
3" STONE
05-1
14.1
24"
8.0
10.0
6.0
6"
16"
3" STONE
05-2
0.80
18"
8.0
qs
45
6"
12"
3" STONE
05-3
12.8
24"
5.0
10.0
6.0
V.
I6"
3" STONE
05-4
22.4
30"
5.0
105
15
6"
20"
1 3" STONE
05-5
8.8
24"
1 &0
10.0
6.0
6"1
I6"
3" STONE
OS-1
16.4
30"
1 5.0
105
15
6"
20"
3" STONE
OS-8
1.1
18"
1 8.0
q5
45
6"
12"
3" STONE
d50 (SEE FI6 8.06 A<B will SEDIMENT AND ER05ION GONTROL MANUAL'
dMAX = 15 X d50; T = 15 X dMAX.
200' G -
9NT - 64'
NNTT-5T --50e
STA = 18.15
ELEV = 641.08
RGP
� WIDTH AND
DEPTH TO BE DE516NED
BY ENGINEER (I' MIN)
DRAIN.
FLOW
DITCH
SLOPE
MAX W
'N'
B
P.)
£
T)
D
(T)
VH-.
(")IA
(AREA
(fO
A
2.0
1.0
1.5
.0225
2.0'
2.0'
0.6
3A
8.8
B
4.0
1 16.8
1 1.5
.0225
1 2.0'
1 2.0'
1 1.0'
4.3
24.0
in TH15 DIVERSION DITCH SECTION GAN BE USED TO DIVERT RUN-OFF TO ANY OF THE SEDIMENT
TRAP5 SHOWN ON THE ER05ION CONTROL PLAN. MAXIMUM LENGTH 15 100 FEET PER DITCH.
TEMPORARY SILT DITCH
SpM ER 5®9BII BA51N 0E51614
CPJTMA
ORAIH.EE AfEA
(ALRE-i)
t 10 AG.
HK
LBGTH TO
2.1
MOM RATIO
MW
L316TH TO
6d
MOTH RATIO
MN
ow
VgIIhE
(a). F(.
Bat Ac.
¢aNFE2
DISTLRW1
3z
AVERAGE WIDTH W= AR
' AREA OF BA51N WATER
TOP OF PRINCIPAL SPILL
INFLOW
RKU� RS Oro) 5TRUGTURE
NOTE: DEWATERIN6
I. PLEASE REFER TO NGESGPDM ZONE
SECTION u6,64 FOR ADDITIONAL FILTER FABRIC
DESIGN 5PEGIFIGATIONS REGARDING
MM SKIER SEDIMENT BASINS SEDIMENT
1i
2. REFER TO 5TD #•3O.1q FOR STORAGE ZONE
BAFFLE SPACING AND INSTALLATION.
4CIMMFR PIAll DATA PY !XX,
BERM
-51LT FENCE
(SEE NOTE 2)
I' FREEBOARD W. W MIN. INVERT ELEVATION OF I I
Z=5'
NO.
AREA
(AG)
AWA
(AG)
600
(CFN
(FI'
W2
lPT)
IF77
(PT)
(Pp
(FT)
5KPIPE
DWNI
ORIFICE
DIAt'ETM
Rd1i ARC
OF)
(5F)
11
(09
1
9.3
C13
31.1
10301
148g9
16140
40,034
2.0'
4'
10'
2.0'
5'
WA
25"
PULL
2
2.8
2.5
q5
3101
11331
5040
30412
2.0'
4'
10'
2.0'
5'
1 WA
IS"
FULL
3
12.1
12.1
41.2
11938
4338
21-780
111915
15'
3'
20
2.0'
5'
1 WA
3.0"
FULL
4
12.0
12.0
40A
IT7g0
2042c
21600
680751
2.0'
4'
20
2.0'
5
1 WA
3.0"
PULL
5
8.8
6.1
50.0
9141
21345
120601
501
2.0'
4'
10'
2.0'
5'
WA
25"
FULL
&
2.6
2b
5A
2880
1928
4680
6141
1 15
3'
1 10'
2.0'
5
WA
15"
FULL
1
11.5
q.8
33.4
10854
132g1
11640
42193
1 2.0'
4'
1 10'
2.0'
5'
WA
25"
FULL
8
2.0
2.0
6.8
1 2115
10564
3600
1 3119
1 2.0'
4'
1 10'
2.0'
5'
WA
15"
1FULL
MMER SEDIMENT BASIN
1KMENT
RGENCY
UNAY
T.
rSPILLWAY
ANTI -SEEP
GOLLAR
VG
EXPANSION
RESTRAINT
GRATE
I" REBAR FOR BAG
REMOVAL FROM INLE
O
^ FILTER BAG
DUMP LOOPS
N GATGH BASIN I�
^ OUTLET
SECTION
INSTALLATION
NOTE:
I. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER BAGS MAY BE REMOVED WHEN 51TE 15 5TA13ILIZED AT
THE DIRECTION OF THE ENGINEER.
3. FILTER BA65 SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
4. FILTER BA65 SHALL BE GLEANED OR REPLACED ON A REGULAR
BASIS MOT BE MORE THAN HALF FULL AT ANY TIME).
CATCH BASIN INLET PROTECTION
"G" ENCLOSURE
ARM ASSEMBLY
WATER ENTRY UNIT
�TI�V:EK
PVC VENT
PVG END GAP G ELBOW PIPE
iaWATER 5URFAGE
PVG TEE
PVC TEE -�
L�PVG END GAP
PVG PIPE �PLATEE
15 HOLE5 IN SCHEDULE 40 PLATE
UNDERSIDE PVC PIPE
FLEXIBLE
H05E
u 1 ui .■ • .T:1.1
n
Z ON ^ z
Lu //CL Lu
:3 2
J u Z
O"
Z� zo z
Z Uzc
m11
Y a�$J_
NO Z
Lu
d ED
0
?CCC
12
L C
� ss
n
X
X
NO
a`
n
fil.
i
winn
it
m
tQ�
S
m
v
d
6
y
3
z
V
O
O
IO
N
U
^Ili Q
W Q� 0
CT W s
Z
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Alz
o'� V z
CL
eg
ad IN.
O N z
V� ZL9
z
Z W Q dGo
Q ,It
W J
3 z t.
Q •m
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a
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� _ BTOP LIWE
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T FOR PIPE SET IN PAD TABLES OF QUANTITIES ,a�
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m a PART SECTION < y v SficiiOX - AA -
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GEHEML NOTES: _-- 3Y2' 3'-0 3Ne" 4 - 1g" eLx W�L 0 P
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USE THISERE REINFORCES
WITH ALL DRAINAGE STRUCTURESESLAB.
2 012 O1_rA" 0."2 0.056 / \ M)1SNWD CURB RNP Y1 fMDTXG LLW NE LOCATtO,'E N -
USING NEIHFIXICEO CONCRETE PIPE SET IN BA9E 9LA8. 3"'
9 2 3�8 0.059 O.OrB 0.098 '} 1)fa� �- L1 --- - -- %' AEiN >0 WMAaY RTM6a,91 gEM[M.w S40a.8f Ipp 1'MS.W PON AWiilO1W.. MVENEHP YMN2W WIONCE- ♦ Hip[L'TIOw DF
NO T84" 84D. D3 SECTION KK 2-11 Y2 4ig" �a1e N'M•00Ai:r - PROMH€P OR PUIiRE SIDB1aLR # TNITSc TUA1
98AL E4WP Mir � -ry
ET 1 CF 1 "-- D_ -- SHEET 1 EF 1 MEET 1 OF 2 A SHEET 1 OF 2 E W' E T 2 DF 3 6 I 2 # NNyYy W 9YMBT I f
z z14 o'-ry" o.ow O.osT E.aa4
r2 4 OYp" XRW ELEVATIPII SECTION - RR 848.05 848.05 1205.02
840.0E 840.0E 840.03 1205.021 (z
09 _ zorn Nm90 �_ ozrn O� y X ME WE CLAW -s" MxMeTTHROUGHOUT
. o
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am o USE ACCORDING TO WATER FILM. 2 1L2' z<x D..00 \ a'-B^ B�. / r rrnTorn r s. Y�
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rryaati DETAIL SHOWING TYPES OF GRATES -� B _ wJrn..O m ti RE wws Y ! V / usE ra Nx mHELs nT:r CENTERS.\��1♦♦\\IIIII////
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xrD TYPE G" TYPE E TYPE F - 1 - wQ¢"2 xTIiD a w< I` J Y`Lia �'
a9~ 0 O 1 - �- rn¢OOJ OODy - - QO QOO - rna0 ='i WE MICK M CRICKETS BLOCK MICH GYIPLIEs MIN THE SEWISBIENEW FUQO� PEE OY
x 1 2 z 2
ya0 y \ T„ 9%e QV¢00 xyaoo i __ r x o --__ b° OF ssmlM bey oT THE srunAO MECIF1unaM a
�F HEINTERME E MRETEPIl Is IT Ix 1 1Cw 1W K 1 MP TO 11
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ti
o _ _ _ 4 O o CI O MDGUMRwTHUTrIIH NONSIEEPGR. S w0 0 - X PIPE NT Iw o
SE B 112"� '3 a SECTION x-I /11111
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PI m ExPnrI, JGlxr s m TM ELEVATION 0 owI. rwr T4 SULE. // ,\
- ox Flwr
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1 SECTION B- S� '!' - %''0" m'-oEPR ssM ourtM LINE Es'r° rya e.o- "� _ STEPS _. a
E%PAYSIRI Jatxr ! STEPS s
'1 r m _ _ _ _ _ _ _ _ _ _ _ _ _._ _ _ _ _ _ - lw 21/a" O .z. PLAN OF TOP SLAB SECTION S-5-
a 9 z WATER FLOW SAO - WATER FLOW ¢ C z ELEVATION m C.
SECTION A -A w = rn W .ri HOIAVL CURB /JIO GUTTER GILGMCaWlEs IL Z Lr% B �- P EL.O `I
O m x '-TYPE "F'• L +Z" O O N i - TOP ELEVATION ! MINIMAL GUTTER LIKE Z y H 2 , P \ SE a'E
TYPE "E" TYPE "G" TYPE - E r B /
z SO 3 Z¢ A rn a -._. E_ Ne 'W^ eERs Ra an BxPUMIOx JDvrt ��I Q w y
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O 1, m .O ~ z aoTA- xEIMr M MIOM O M y z NHEREv10 Y'RwISIISF➢ E wNMEeLrTaYNRPE is usW x M U O O
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O It"
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m O O P t12 ' '�- z OC o x M- N a�iA ..TOTAL a N. ro K z O _ J a _ O
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e P. o sae z +sz z o o O
TYPE F = A- z -B" a x a'�a" a o sM 1,11 2 m 1 i
TYPE 6 SECTION A -A sHEEi z a z EEr z a z sE 3'-0 z-z^ s EES` z'T '�H" a _ a 0 a- a' -a" a s ai sxEEi z of z xEEr I of z DETAIL SHOWING METH00
ale o es x Me a abs us
840.03 840.03 84D • D1 • RISEN HA .3i1 CASIO YAWN OF MIOL YnwMY PM THE RETURN $4D. D1 $4D. D1 OF RISER CONSTRUCTION PLAN PLAN SHEET I OF 2
840.01
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- NOTES O = co
L 10 FEET IN LONGITUDINAL SECTION V
L
V4 V4---�--� V4 -�j� V4 I. WHERE 2'-6° CURB AND GUTTER IS USED.
I > GATGH 5A51145 MAY BE LOCATED AT END d
A B C 4 BACK OF CURB OF RADIUS.ui
50' R/W (MINIMUM).'';'` M 45 �r't' 35.'. N = ~ uj U
}} GATGH SA51 N PLACEMENT AT I NTERSEGT) ONS
1ESMT
01's N' a'a• 4'-0• IH SIDEWALK t! FACE OF CURB Z }/�
I I (F•1 4 INSIST
CURB Amu�t A B (.. wlWil
NOT
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Ip PLAN VIEW ATr ADINniw Er�owTYAH°ArzD cuRe ro vALLEY cuRa 0
nz MA" Pr'/a^ cER a SLOPE +�a- r•Eu F- zx nx GU7TER (TYPE j l I/2" �IP OF Glll'TER/EOP a
b• A
>CUTAX. S R 2:1 C.VT MAX. -, 8 3/4° lo'-O° lob" Yi
3:1 FILL MAX. R 3:1 FILL MAX.
SEE TYPICAL PAVEMENT SECTION DETAIL 25 R I I
1.
NOTES
TACK COAT . a = e_ ' eq. 4 ..em - a 4 .4 .. >.L:S,.}. .:( •; `.;i �.,:o.; f...: ....:.. ::. ... /♦/
SURFACE COURSE RIGHT-OF-WAY LIB _ 'a a .
I. 51DEWA•LK SHALL DE PROJIDW ON BOTH " d'.
3' SF55B, APPLIED IN (2) I I/2' LIFTS 511% OF STREET, A MINIMAN OF 5' FROM GONG. SIDEWALK (TYP) q_ a, 4 . t- -
YiY
FINAL LIFT TO BE APPLIED AFTER 40% DEVELOPFIENT THE EKAILBACOF ALL.CARB w
2. SIDEWALK SHALL BE b' THICK AT CR0551N65 4
CCCUPAJAGY OF OWVEWAYs. PLANTING STRIP I�----2'-41/2" 2'_3+ 2'-I I/2° .> I "`.,,,• ..
BASE COURSE 3. ALL CLFU S GUTTER M15T BE 5ET ON 6• OF ABC.
10• ca-vACTED ABATE BASE CaxsE � SECTION A -A SECTION B-B SECTION = C
50e6RADE KEY STANDARD GUL-DE-SAG NOTES, PLAN 100% COMPACTED SU36FZAVE
- ®2b' VALLEY 6urTITx I. TRlaN$ITION IS NOT TO BE LOCATED WITHINTFE CURB RADIUS. VI�
RESIDENTIAL STREET O V WILE - 4' `OIGRETE 54DEKALK I 11
RESIDENTIAL GUL-DE-SAG CURB TRAN5ITION 2 6 CURB AND GUTTER TO 2 OII VALLEY GUTTER CATCH BASIN FRAME IN VALLEY GUTTER o 00
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POURED IN PLACE CONCRETE COLLAR.
3" NO CLOSER THAN 2' TO PIPE JOINT.
3"
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", O�D
UNDER CHAPTER C-3. WET POND.
ASCLEPIAS INCARNATA - SWAMP MILKWEED
REDAR CHELONE GALBRA - WHITE TURTLEHEAD
LOBELIA CARDINALIS - CARDINAL FLOWER.
CONCRETE ANTI -SEEP COLLAR
NO SCALE
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.
WET POND V55ETATED 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 STAB 1 L I ZATI ON
STANDARD STEPS ® 14" OG
2" DIAM. HOLE DRILI�D
PLACE NA6 0550 ON ALL
5LOPE5 TO STABILIZE 4" PVC STUBBED
INTO BOX
OPEN 3 51DE5 12" OPEN 3 SIDES 12"
INV=656.0 INV=656.0
=I — 4'x4' INSIDE `�GRE1''1 TYPE PLUG 4'x4' IN51M
—III—III = = DIMENSION BOX DIMENSION BOX
it l l—III II I -1
TEMPORARY POOL = 655."1
PERMANENT POOL = 655.0 / \
I
4' PJG GAP IN 15' DIAM. ORIFICE /
INV OUT 653.41
—I
—I I —III —III—=
24" RGP 0 1.00%
SECTION A —A : IIII� III.; I5=11
III-I1 SECTION B—B
WET POND I OUTLET STRUCTURE
NO SCALE
\ 15' RIP RAP
EMERGENCY S ILLWAY
INV = 657.0 6' VEG. SHELF
1v — —
IS
I �
BLF I �� F
CSEE UJ&ET
DEVICE
5 BMP 2 CRETE ANTI -SEEP COLLARS
1E 1
=§83.7 � EE TAIL
j 52
56
\ II
60
WETPONDPOND 1
1 11=3O'
15' RIP RAP
EMERGENCY
INV = 644.0
\*ft�
♦ N,
If 1 150 1 /
6' VEG.HE
sn:1v
I 2 CONCRETE ANTI- S P COLLARS I
SEE DETAIL
42 LF 18" RCP 0 1.1 %
05 BMP
OUTLET DEVICE 41-PP—
SEE DETAIL
WET POND 2
1 11=3O'
PLACE NAG C350 ON ALL
5LOPE5 TO STABILIZE
IB" RCP 0 I.IcI%
WET POND 3
1 11=3O'
PLACE NAG C350 ON ALL
SLOPES TO STABILIZE
24" RGP 0 1.00%
SECTION A -A
SIDE WALL 3 SIDES
4'x4' INSIDE
IMEN51ON BOX
SECTION A -A
STANDARD STEPS ® 14" OG
2" DIAM. HOLE DRILLED
5" PVC STUBBED
INTO BOX
/-SCREW TYPE PLUG
TEMPORARY POOL = 64<
PERMANENT POOL = 64C
6' PVC GAP IN 3' DIAM. ORIFICE
SECTION B-B
NET POND 5 OUTLET STRUCTURE
NO SCALE
STANDARD STEPS ® 14" OG
2" DIAM. HOLE DRILLED
r4" PVC STUBBED
INTO BOX
OPEN FRONT e"
INV=643.
FSGREW TYPE PLUG 4'x4' INSIDE
DIMEN51ON BOX
TEMPORARY POOL = 6416
PERMANENT POOL = 641.0 /
1 1
�4' PVG GAP N 15' DIAM. ORFICE /
I-1 I —I I
-1-1I R SECTION B—B
WET POND 2 OUTLET STRUCTURE
NO 5GALE
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SLOPES TO STABILIZE
IC:JI
30" RCP ® 0.94%
OPEN 151DE
INV=647.0
4'x4' IN51DE
DIMEN5ION BOX
STANDARD STEPS ® 14" OG
2" DIAM. HOLE DRILLED
r-6" PVG 5TUE 3ED
INTO BOX
D5GREI^1 TYPE PLUG
TEMPORARY POOL = 646.b
PERMANENT POOL = 646.0
6" FVG CAP W/ 25' DIAM. ORIFICE
SECTION A —A
WET POND I
OPEN 3 SIDES
SECTION B—B
STRUCTURE
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/ INV = 649.0 DNV= 65 5
! 2 CONCRETE ANTI -CEP COtbkR
WET POND 7
U
1 =30
234
POURED IN PLACE CONCRETE COLLAR.
Nn ri ncFR THAN 2' TO PIPE JOINT.
T
CONCRETE ANTI -SEEP
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.
PLACE NA6 G350 ON ALL
SLOPES TO STABILIZE
18" RGP ® 0.50%
f�
4'x4�IN51DE
DIMENSION BOX
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.
WET POND VEGETATED 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 5TA B I L I ZATI ON
STANDARD STEPS ® 14" OG
2" DIAM. HOLE DRILLED
/-4" PVC STUBBED
INTO BOX
D5GREW TYPE PLUG
TEMPORARY POOL = 641.4
PERMANENT POOL = 641.0
4' PVC GAP W/ I' DIAM. ORIFICE
OPEN 151DE
INV=642.5
SECTION A —A
_ TiII=— SECTION B—B
IIIII�
WET POND 5 OUTLET STRUCTURE
NO SCALE
WET POND 8
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