SW6231103_Plansheet - Grading/Drainage Plan_20240628

GENERAL NOTES: LEGEND: SIGNAGE NOTES:
THE FOLLOWING NOTES ARE APPLICABLE TO SITE SHEETS C-2.0 THRU C-2.4 9. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY. STREET LIGHT 1. ALL SIGNS SHALL BE I.A.W.THE LATEST EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC
1. ALL DIMENSIONS ARE IN FEET AND TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 10. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS i SIGN CONTROL DEVICES(MUTCD)AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION /
WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
2. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED. WCR WHEELCHAIR RAMP (NCDOT)STANDARDS&SPECIFICATIONS.
2. ALL SIGNS SHALL BE FABRICATED FROM ALUMINUM ALLOY SHEETS WITH HIGH INTENSITY
11. ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAIN OUT OF SIGHT TRIANGLES AS SHOWN ON
3. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE CBu CLUSTER MAILBOX UNIT SHEETING. COLORS SHALL BE RETROREFLECTIVE.
WORKING IN THESE AREAS. PLANS. 3. STOP&STREET SIGNS SHALL BE MOUNTED ON GALVANIZED U-CHANNEL POSTS.
12. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET 1.5 INCHES DEEP
ROADWAY CENTER LINE
� � D
U
_ _ 4. ALL OTHER SIGNS SHALL BE MOUNTED ON A 3-LB U CHANNEL GALVANIZED STEEL(12 IyN
4. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION @ LOT LINE � ` _ ROAD,
SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR AT THE COST OF THE CONTRACTOR. MINIMUM TO PROVIDE A LONGITUDINAL LAP JOIN FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF RIGHT OF WAY LINE GUAGE) MOUNTING POST WITH MINIMUM CLEARANCE OF 84". SIGNS SHALL BE BURIED PUBLIC RIGHT-pts lq r ;30 r
TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED. MINIMUM 3.5' FEET IN GROUND WITH A BREAKAWAYS. �� - WAY(PAVED
5. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM SETBACK LINE 5. MOUNTING HARDWARE FOR SIGNS SHALL BE GALVANIZED STEEL. 24'RCP � _
INJURY AND ADJOINING PROPERTY PROTECTED FROM DAMAGE 13. COMMON OPEN SPACE AND PERIMETER BUFFERS SHALL BE OWNED&MAINTAINED BY HOMEOWNERS ASSOCIATION. TOP=154.09'
14. ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THE CUMBERLAND COUNTY FOR REVIEW AND - - - - - - - EASEMENT 6. ALL SIGNS SHALL BE DESIGNATED AS FOLLOWS PER MUTCD STANDARDS. - - -
6. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST BUFFER - -
ONCE A WEEK DURING CONSTRUCTION. APPROVAL PRIOR TO INSTALLATION. x FENCE x 44�?3w 1`
7. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION 15. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF THE SUBDIVISION. EASEMENTS o / Y_
OPERATIONS.ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES BASED OF CENTER OF UTILITY OR PIPE SHALL BE PER AS-BUILT LOCATIONS. STANDARD CURB&GUTTER N o E _ EXIST " S 40°0929,,W
d -�OHE I ��18QN PIPETOWNX �33.58'
SPILL CURB&GUTTER
THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED 16. AREAS OF PARENT PARCEL THAT ARE NOT SUBDIVIDED TO CREATE SINGLE FAMILY RESIDENTIAL LOTS ARE TO REMAIN AS � ��
20 PERIMETER BUFFER UTILIZING � I- � = _�oHE �►� 0 GO Wl1�wA
BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS. ONE PARCEL TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS'ASSOCIATION OF THE NEIGHBORHOOD. + EXISTING VEGETATION(TYP.ALL y �� _ TER AMA - -
OPEN SPACE / --�18 CP
8. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF 17. PERIMETER LANDSCAPING BUFFERS SHALL PRESERVE EXISTING VEGETATION TO THE MAXIMUM EXTENT PRACTICAL. IF + + PERIMETER BUFFERS) / x I - _ To =1 4
SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DISTURBED,TREES SHALL BE PLANTED AT THE RATE OF ONE PER FIFTY FEET, MINIMUM 2"CALIPER,6" HEIGHT. EXI ING GEAR I I OHE
DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER. S 27'51-49"W 539.84' �- / x AXLE AT STONE i - I - F 18"RCP
20'PERIMETER BUFFER UTILIZING EXISTING
PIPE/2 s - x - -_ - -- x- -/ �I I TOP 155ss'
x x x x -- -- LOT LOT I I I
EXISTING VEGETATION (TYP.ALL $- _ -- I LOT I I I LOT I 10'ROW DEDICATION
FUTURE PUBLIC PERIMETER BUFFERS) EXISTING CONSERVA IT ON &PRESERVATION ESMT. __ --- i I I 60 I 61 I LOT
86 �9 11,674SQFT. I O 62 G (FUTURE 50'ULTIMATE ROW)
_ FO 0.27 AC. 10,860 SQFT. I O 63 O <;:;:
ROADWAY CONNECTION S 28°00'15"W 572.93' X x X BUGGY AXLE GEORGE L.YARICK , x \ - I I - s,o18 SQFT. I 0.25AC. 10,100 SQFL
I - _ I I 0.21 AC. I 13,531 SQFT.
X X AT STONE MARGARET H.YARICK � \ \ 1 - -1 � I I LOT LOT I o.z3Ac.
= \ \ LOT LOT I LOT LOT I I I I o.31 Ac.
DEED BOOK 2901, PAGE 697
_ oo PIN:0593-75-1389 x 1 \ V LOT \ \ 53 V 54 55 56 57 I 7,05 I I
EXISTING -7 _-�� / \ \ \ O \ 1 \ 6,377 SQFT. I 6,659 SQFT. 6,614 SQFT. I 6,836 SQFT. 0.16 AC. I EXISTINGI 8"
STONE X_ X 'o REID:0593751389000 N \ \ \ 52 \ \ 7,zsssQFr. i o.16Ac.
_ V A A A 0.17 AC. 0.15 AC. 0.15 AC. 0.15 AC. I I V �.
1 X1 jTj
9,419SQFT. \ - L L L A J I L I L L j I IIRON PIF_ - LOT I LOT\ \o.zznc. \ \F. I LOT ILOT / V vX o „W 340.27' � __ AvvLOT i x 21 0201 x A 51 \ v 32 33 7,29 / / \ � � \9,475 SQFT. \11,671 SQFT. / \ EXST G GEA x 1 \0.22AC.7,471 SQFT. 6,279 SQFT. 0.17 AC. / � x S� I A V \ i1 �0.27 AC. w 0.17 Ac I0.14 AC. I i V AXLE A NONEmixx _- \ V v STREET A I W\ PROP.VARIABLE WIDTH PUBLICLOT \ x LOT \ I a
DRAINAGE EASEMENT }/ LOTI\ - _ - - LOT O \ o
15,593 SQFT. \ \ 1 49 I \
6,343 SQFT. \ 0.36 AC. LOT \ ` 48 I O I 7,634 SQFT. �� ,{ I Z F
6,873SQFT. 0.18 AC. \ PROP.VARIABLE WIDTH PUBLIC PROP.VARIABLE WIDTH PUBLIC
L- --015A6.- � � - � / � V � � V A � I I I
1 _ „�, �, � / V - A \ \ 47 \ V7,�6116sAQFr. o.16Ac. , - DRAINAGE EASEMENT -DRAINAGE EASEMENT I I w
STREE _ A A LOT \ v A 8,092 SQFT. A L_ - - A I v LOT LOT LOT LOT LOT I 108 I w I LOT E IsrwC4� s" -J
_ A \ 019 AC. A I V m
\ v 46 107 106 o
x LOT - ' x \ v \ v \ \ i / v \ 82 83 84 85 86 8,025SQFT. 0 IRONS E
r LOT \ L T\ /x 667 SQFT. \ \ / \ \5,790 SQFT. I 6,165 I 6,165 I 6,165 I 7,303 gQFI 0.18 AC. 6,889 SQFT. 8,241 SQFL
29 x v A O \ 0 22 AC. A\ V -LOT \ \ 0.13 Ac. - - - ]- 016 AC I L - -r9 AC-.
1 O \ - I L 0.14 AC. - I L 0.14 AC. - I L 0.14 AC. J I L 0.17 AC. _j L- - - - I \:::a l TARY SEWER
6,289 SQFT. / \ x 45 \ v V A v 81 CLEAN o T
I- -014-AG.- / _ - 7sss SQFT. \ \ \ \ \C / \ ::`:NHOLE
X �� \ 0.18 AC.- ' X 1,239 SQFT. \ A 7,160 SQFT - -- - -
__ \ v 0.26 AC. A V / g t�AC. LOT
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F_ COT 11,asO. X ���o X x / X x o \ \ \ \ COT \\\\ \ I I I I 109 1 PROP.20'PRIVATE �2
LOT \ \ \ 6,903SQFT.
6,z3O28 PROP.VARIABLE WIDTH PUBLIC 1 x x x a� X x x x x \ vv \ 80 �\ OasAG DRAINAGE EASEMENT ��
. DRAINAGE EASEMENT i X X% X x X X \ / 7,zs7 sQFr. \ PROP. 20 PRIVATE - � our
oaaAG J p X k \ 9, 77SQFT. \ \ / - - �o.riAC. DRAINAGE EASEMENT LOT LOT LOT LOT I 'n \::. I
1 - - - - - - � x x x v �22AC. \ v 1 LOTI �,i ' I I I Cl)
-- -- x x \ EXISTING \ \ \ LOT I / 91 90 89 88 87 LOT z I +/5'ROADWAY
LOT J �, x x WETLANDS -L-0� 71 PROP.VARIABLE WIDTH I I I I Exsrwc��2°
/ 6,165 SQFT. 6,165 SQFT. 6,165 SQFT. 7,303 SQF�. WIDENING
x \ \ < 70 OI PUBLIC DRAINAGE \ 8,621SQFT. 0.14AC. 0.14AC. 0.14AC. 0.17AC. E IIRONPIPE
3g / X \ \ / 7,621 SQFT. 0.20AC.
O / X \ 43 \ 6,847 SQFT. I 0.17�C.J \ \ 7,307 SQFT. - - N biu
k I LOT \ 10,636SQFT. / / \ \ \6,578SQFT. \ \ \ EASEMENT - I I I I .
/ i x - LOT\ v \ o.16Ac. 1 - i �� - - - �' � - N 31024'36"E 149.95' 20 TOTAL
o.z Ac. �x X x x X � \ v �.15AC. // V PROP.VARIABLE WIDTH 27' BC/BC
x V A \ 42 \ \ / 92 _ I ROADWAY WIDTH
27 \ / �
I 8,6o8sQFr. V � � LOT � � v � A PUBLIC DRAINAGE __ � � �
Cf) 0.20 AC. / i X X x X, X x \ \7,386 SQFT. \ \ 50'ROW \ V A LOT
N IX I X x 1 \ V0.17AC. \ v A \ v EASEMENT PROP.VARIABLE 10-1
. x x PEN SPAC x 1 LOT �� 41 V v // A V A - - LOT�I WIDTH PUBLIC 111 DAVID C. GILMORE
o x ���I I x V A7,684sQFr. A A �\ LOT DRAINAGE EASEMENT STREET E00
x \ x x x x x x 1 40 V A �� v V v \ 69 v \ 685�s2Fr. I - Oa�n� - MAP BOOK 11 PAGE 23
0.18 Ac. A \ \ v \
7,o_tTA&387 T. J DEED BOOK 3664, PAGE 851
X X 1 7,612 SQFT \ V A10,212 SQFT.
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LOT \ xo �0cil .17AC. A A LOT\ o.z3Ac. �04 �C J U -- -- --- -
1 x / o / \ \ \ N PIN:0593 64 3978
w x 26 A� X �x PROP. 20'PRIVATE v 68 \ vv A I I I I W LOT REID:0593643978000
i x� \ -
1o,625AC.SQFT. / / DRAINAGE EASEMENT \ LOT \ \ \8,63ssQFr. \ J
x 1 I o.zSAc. // � / x � \ \ zonc. � LOT � 7,388 SQFT. DRAINAGE EASEMENT
PROP.20'PRIVATE
20' PERIMETER x / / A V 67 \ �.� i LOT LOT LOT LOT LOT
BUFFER / / \ v \7,37osQFr. v v I 73 i I I I I �- - - _ -o- - -
x / / \ / / LOT \ v �.17AC. v - �'0 SQFT. 94 I 95 I 96 I 97 I 98 il1 -- -- -
/ -LET 6 606 SQFT. 6,777 SQFT. 6,776 SQFT. 6,775 SQFT. 7,507 SQFT. 3" ' G 1/2"
i' / L T ' X / / A A \ W 0.15 AC. 0.16 AC. 0.16 AC. 0.16 AC. 0.17 AC. - - - -- - - - ) W 150.00
C.L.TART AND 1 / O / / o x \ \ 66 �\ -- -- I I I I I F LOTS I 222�IpE
MARY TART FOWLER �� \ I W 93 - J J P J J J
/ 25 / �Nx x / ` LOT \ \ \7,0.1/Q-T- i - - I F-LOT m I 113
DEED BOOK 2807, PAGE 593 . / \ ' v 11,27aSOFr.- I PROP.20'PRIVATE
13,913 SQFT. /
PIN:0593 76 7664 o.3znc. / / x x� - \ \ 65 vv �� - - � HI� - - 0.26AC. ����DRAINAGE EASEMENT
\ 6 615 SQFT. I 74 v! -_ _I- -- -- -- 6,657 SQFT. I
REID:0593767664000 I X / �x / LOT \ ` I I O _�� -- - - PROP.VARIABLE WIDTH LOT I LOT
PROP.20' PUBLIC p \ o.15Ar� � I I 5s53SQFr. �
x / 64 \ I I 10a4-AG _
x DRAINAGE EASEMENT O I I _ - PUBLIC DRAINAGE 115 I 116
x PUMP LOT \ \8,249 SQFT. i LOT COT -- -- I I I I �EASEMENT 7,757 SQFT. I 8,047 SQFT.
CQ k 1 \ / k X l / 0 19 AC. \ / , I 7 V I I I L U I I 0.18 AC.� I 0.18 A
C.
o I PUBLIC SANITARY SEWER STATION 24 \ PROPOSED 20'PRIVATE /I LOT I 77 I 9,796SQFr. I I I LOT I I I LOT I LOT I LOT I LOT 1 \ 114 I
/ 0.1JA �( I 9,108 SQFT. I 0.22 AC.
z x / 7so5sQFr. A DRAINAGE EASEMENT I 78 �� � LOT I I I I � I f 'I
Q PUMP STATION X LOT O I 103 102 101 100 99
/ _=/ 0.18 AC. i I 0.21 AC. I LOT I I I I I I 7 43o SST. LUGAS STR�
// / / k ! 7,982 SQFT. 105 104 0.16 AC. =A'E10)
V % O I I O I 6,773 SQFT. I 16,773 SQFT. 6,773 SQFT. 6,773 SQFT. 8,337 SQFT. \
0 1 X / 79 0.18 AC. 75 6 533 SQFT. 6,447 SQFT. 0.16 AC. 0.16 AC. 0.16 AC. 0.16 AC. 0.19 AC. 30'PUBLIC RIGHT OF WAY
x // i x OPEN SPACE I , R�� 0.15AC. I o.15Ac.
X 1 � X _ i X X I 7,336sQFr. I I I I I PROP.VARIABLE WIDTH PUBLIC
PROPOSED20 PRIVATE 0.16AC 0.17AC. J I \ L J I L J J J J�j �� I PROP.VARIABLE WIDTH
x I / OPEN I I DRAINAGE EASEMENT / T
/ SPACE DRAINAGE EASEMENT \ /�<�LOT \ x X X PUBLIC DRAINAGE EASEMENT I I / H0LE 444)
1 o X /' \ x F (TO MAN
S NITARY SEWER
x .X� \ ��ti s'3stn=T./� � � MANHOLE
o x �k V A V 0.16 A% /' - o RI =159.20'
x X /' \ 10'LANDSCAPE STREET B � - - o
C�lI ��� ��` \ BUFFER - �� A �I INI ERT=150.64'
• • SCM v � � BUT
w 1.21 AC ` �\ 22 \� V A V A V LOT LOT I ILU
x I 9,709 SQFT. �� - - - \ LOT \ 2
i X \ 0.22 AC. / / LOT I - - I F_ - I F - I F_ - I F_ - I F_ - I F_ - I F_ - I F_ - I F_ - I F_ - I F_ - I F_ - I F 1 A V � 1 I r
I I STORMWATER \ \ / I LOT I I I LL
I I I I I I I I I I I I \ ` \ LOT \ 3 \ \ s,35osQFr. i
11,o73sQFi. 3Fx \ \ / / 21 LOT L TI LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT , A �"
CONTROL v \ \ 4 \ 8 215 SQFT. A \ 0.21 AC. 0.25 AC. (J1 0
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0.21 AC. I 6,101 SQFT. 6,000 SQFT. 6,000 SQFT. 6,00 SQFT. 6,000 SQFT. 6,000 SQFT. 6,000 SQFT. 6,000 SQFT. 6,000 SQFT. 6,000 SQFT. 6,000 SQFT. 6,000 SQFT. 6,000 SQFT. 6,000 SQFT. 6,452 SQFT. 7 608 SQFT.
0.17 AC. A rI
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NREVISIONS PROFESSIONAL'S SEAL CONSULTANT DEVELOPER: CO/VSTRUCT/D/V DRAW/IVGS
N 1 2023 11 29 NCDEQ EC COMMENTS#1
N 2 2024-03-06 NCDEQ STORMWATER COMMENTS#1
3 2024-06-28 NCDEQ ��� �'� Susan Tart Property, LLC
z CAR ENG7 SINGLE FAMILY SUBDIVISION
�N . . o� '/-'
.`��� F E 'i J�� NF�� T [phone] 205 S.Fuquay Avenue 126 N. Ennis St.
m c� N F [phone] Fuquay-Varina,NC 27526
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EST p 1 o Fuquay-Varina, NC 27526 G OD WIN S UEDI VISION
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919.602.2351
0 o STATUS 026970 = urr o�Ty Rom? Contact: Zach Angle
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FOR REVIEW ONLY : o CA g
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oO DATE: FEBRUARY8,2023 HORZ.SCALE:1"=60' s'�s�,�ia lilt ��
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0 6,101 SQFT. to o to o to 0 0l o to 0 0l o
I \ VON. �I 0.14 AC. 6,000 SQFT. 6,000 SQFT. 6,000 SQFT. 6,000 SQFT. 6,000 SQFT. 6,000 SQFT.
I� 0.14AC. I� 0.14AC. I 0.14AC. �I 0.14AC. I 0.14AC. �I 0.14AC.
I I VARIABLE WIDTH PRIVATE SCM ACCESS \ �\
o I &MAINTENANCE EASEMENT
z -�0 \_19.39' 101.34' 60.00' _1 _ 60.00'_ __�__ 60.00' _�__ 60.0� �__ _ 60.00' _ 1_ 60.00' _1 60.00'
0
CONSERVATION & PRESERVATION ESMT.
1.25 AC
Q _ � � � � � _ - � � � �_ - - - - - = - - - � � - � � � � _ - � � � LEGEND: - - - -
20 PERIMETER BUFFER UTILIZING W
M EXISTING VEGETATION(TYP.ALL Z z
`W LINE TABLE CURVE TABLE PERIMETER BUFFERS) STREET LIGHT J
I
LU
y SIGN 2 0 0
w BEGIN END ARC CHORD CHORD BEGIN END wcR WHEELCHAIR RAMP V ~
w NAME ROADWAY LENGTH DIRECTION NAME ROADWAY RADIUS
STATION STATION LENGTH LENGTH DIRECTION STATION STATION U o
�- CBU CLUSTER MAILBOX UNIT Q W m
zC\jL1 STREET A 592.08' N31°23'46"E 10+00.00 15+92.08 C1 STREET A 200.00' 115.15' 113.57' N14°54'05"E 15+92.08 17+07.24 ®°° R4.5 to _ _ ROADWAY CENTER LINE co
L2 STREET A 81.14' N1°35'35"W 17+07.24 17+88.38 C2 STREET A 200.00' 84.80' 84.17' N10°33'13"E 17+88.38 18+73.18 CLUSTER BOX UNITS
LOT LINE
o ° I RIGHT OF WAY LINE
zo L3 STREET A 84.81' N22°42'01"E 18+73.18 19+57.99 C3 STREET A 200.00' 96.81' 95.87' N8°49'58"E 19+57.99 20+54.80 ® ° SETBACK LINE
EASEMENT
U I
L4 STREET A 179.66' N5°02'06"W 20+54.80 22+34.46 C4 STREET A 500.00' 214.69' 213.04' N7°15'57"E 22+34.46 24+49.15 30"STANDARD CURB&GUTTER - - - - -
W BUFFER
o L5 STREET A 68.19' N19°34'01"E 24+49.15 25+17.34 C5 STREET A 190.00' 326.43' 287.74' N68°47'08"E 25+17.34 28+43.77 9 x FENCE
z STANDARD CURB&GUTTER
Q L6 STREET A 274.07' S61°59'45"E 28+43.77 31+17.84 WCR 5' $1 I SPILL CURB&GUTTER
z CURVE TABLE I
I + + + OPEN SPACE
o LINE TABLE NAME ROADWAY RADIUS ARC CHORD CHORD BEGIN END / 8' + + +
zo BEGIN END LENGTH LENGTH DIRECTION STATION STATION VAN ACCESSIBLE PARKING SIGN / R4.5
LO NAME ROADWAY LENGTH DIRECTION / I CONCRETE SIDEWALK
STATION STATION C6 STREET B 250.00' 64.70' 64.52' N23°58'55"E 11+26.40 11+91.10
o ,
03
L7 STREET B 126.40' N31°23'46"E 10+00.00 11+26.40 C7 STREET B 250.00' 64.61' 64.43' N23°58'17"E 13+21.31 13+85.92
z ENLARGED VIEW ASPHALT PAVEMENT SCALE: 1 IN =30 FT
o L8 STREET B 130.20' N16°34'04"E 11+91.10 13+21.31 C8 STREET B 150.00' 204.71' 189.19' N70°28'16"E 22+14.40 24+19.11 CLUSTER MAILBOX UNIT 30' 15' 0 30' 60'
c�
L9 STREET B 828.48' N31°22'31"E 13+85.92 22+14.40 C_2 3 SCALE: 1"=20' ASPHALT MILLING/OVERLAY SCALE IN FEET
c�
Q L10 STREET B 61.98' S70°25'59"E 24+19.11 24+81.09 HORIZONTAL
0
NREVISIONS PROFESSIONAL'S SEAL CONSULTANT DEVELOPER: CO/VSTRUCT/D/V DRAW/IVGS
N 1 2023-11-29 NCDEQ EC COMMENTS#1
N 2 2024-03-06 NCDEQ STORMWATER COMMENTS#1
3 2024-06-28 NCDEQ STORMWATER COMMENTS#2 \�� " Susan Tart Property, LLC
o N CAR ENG7 SINGLE FAMILY SUBDIVISION
''i T [phone] 205 S.Fuquay Avenue 126 N. Ennis St.
mLU co 9 cJ N F [phone] Fuquay-Varina,NC 27526
N
EST p 10 Fuquay-Varina, NC 27526 G OD I/1//lV S UBD/I//S/O/V
LU CO - SEAL
919.602.2351
77
0 o STATUS 026970 = o�Ty Rom? Contact: Zach Angle
o co FOR REVIEW ONLY : o cA 9
NOT FOR CONSTRUCTION ''��ti FN�I NEE ' ENGINEERING
o �s��q�o L C���```��. NC LIC N0 P-0799 [e-mail] PA R T/A L SUBDI VISION PLA Nl/l
o O DATE. FEBRUARY8,2023 HORZ.SCALE: 30 s��I,a�iiitrh� C-2-3
FILE N0. 2022 045 ORIG.SHEET SIZE: 24 x 36
__j
N d

GENERAL NOTES: LEGEND:
THE FOLLOWING NOTES ARE APPLICABLE TO UTILITY SHEETS C-3.0 THRU C-3.4 8. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4"SDR-26 PVC. FIRE HYDRANT ASSEMBLY
1. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO FAYETTEVILLE PUBLIC 9. WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY,THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO MEET GATE VALVE
WORKS COMMISSION AND/OR NCDOT STANDARDS AND SPECIFICATIONS. SEPARATION REQUIREMENTS. Fl TEE
2. ALL WATER MAINS&SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES. 10. ALL NON-METALLIC PIPING MUST BE INSTALLED WITH LOCATION MARKINGS PER FAYETTEVILLE PWC SPECIFICATIONS. ► THRUST(REACTION) BLOCKING
3. CONTRACTOR SHALL CONTACT FAYETTEVILLE PWC AT LEAST 48 HOURS PRIOR TO SCHEDULING CONNECTION TO ANY 11. PRIVATE UTILITIES(TELEPHONE, NATURAL GAS, CABLE TV)ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL BLOW OFF VALVE ���
TOWN OWNED INFRASTRUCTURE. COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING PUBLIC UTILITIES. BACKFLOW PREVENTER ROAD,
4. CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY 12. ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED BUFFERS. WATER METER/SERVICE - euc RiGHr_pUS H ED) y
FAYETTEVILLE PWC AND APPROVED NCDOT ENCROACHMENT AGREEMENT. 13. ANY SANITARY SEWER CLEANOUTS IN DRIVEWAYS SHALL BE IN ACCORDANCE WITH PWC DETAIL S.10. WATER METERS SANITARY CLEANOUT/SERVICE U S RIGHT-OF
5. ALL WATER MAINS, FITTINGS, &OTHER APPURTENANCES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF SHALL NOT BE LOCATED WITHIN DRIVEWAYS-NO EXCEPTIONS. O® SANITARY MANHOLE
PWC SPECIFICATIONS. WATER MAINS SHALL BE CLASS 150 C900 PVC OR PRESSURE CLASS 350 DIP PUSH ON JOINTS. 14. ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND. Im FLARED END SECTIONDIP SHALL BE CEMENT MORTAR LINED AND SEALED WITH BITUMINOUS MATERIAL. ALL DIP BURIED PIPE SHALL HAVE 15. MATERIAL OF EXISTING WATER MAIN IS UNKNOWN. CONTRACTOR SHALL VERIFY MATERIAL PRIOR TO ORDERING E RISER STRUCTURE
AN BITUMINOUS EXTERIOR COATING. MINIMUM BURIAL DEPTH FOR WATER MAIN IS 42 INCHES BELOW FINISHED GRADE.
WATER MAINS SHALL BE INSTALLED WITH TYPE 1 LAYING CONDITION PER FAYETTEVILLE PWC SPECIFICATIONS. TAPPING SLEEVE TO ENSURE CORRECT TAPPING SLEEVE AND VALVE IS UTILIZED. 2 CATCH BASIN Fq x _'� Y k
6. ALL WATER SERVICES TO LOTS SHALL BE 1" IPS POLYETHYLENE PIPE WITH NO JOINTS OR COUPLINGS IN THE RIGHT OF C YARD INLET TRFFT VICINI N MAP 0 E -OHE Imo, ��� TOWN X
WAY. SERVICE FITTINGS SHALL BE COMPRESSION TYPE. MINIMUM BURIAL DEPTH FOR WATER SERVICES IS 42 INCHES. W WATER LINE SCALE: 1" = 1000' k - -MHO GO wlgR Ngllx - -
7. ALL SEWER MAINS, MANHOLES, FITTINGS, &OTHER APPURTENANCES SHALL BE IN ACCORDANCE WITH THE LATEST ss SANITARY SEWER LINE / - - -
EDITION OF PWC SPECIFICATIONS. SANITARY SEWER MAINS SHALL BE SDR-26 PVC, CLASS 50 OR 51 DIP PUSH ON STORM DRAIN LINE �pSF EI_ OHE
JOINTS. ALL SEWER DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPDXY OR APPROVED EQUAL. -�-- �� k -X k / x k
x ' I
20'PERIMETER BUFFER UTILIZING - �� - x x x x -
EXISTING VEGETATION (TYP.ALL k _ x ��
PERIMETER BUFFERS) k� - - k- 59 60 61 62 I
STA:30+99.27
TEMPORARY BLOW � k k k
_ X k x _ _k k - Y I ` SSMH#14
I
OFF ASSEMBLY x x _ _ - x i � � 58 i STA: 10+15.50
x x x _ X- - - --- - - \ \ 53 54 55 56 57 O STA: 13+13.13 8"TEE w/TB
x 15
SSMH#32 x ` O ` STA: 13+52.35 Ls
TA: 12+96.63 ':'
r
STA:30+67.64 i x� `� x x i \ SSMH#13 FHA 8"TEE w/TB STAS 0�+611.1
k STA: 16+13.14
I o -
a 33 I -
k ��-.�� x�_ -� li � SSMH#12 W W W � W W I
�� x - k__ STA: 16+89.54 I I- >
SS SS SS SS S SS SS SS aSTA:29+84.69 PROP VARIABLE WIDTH PUBLIC k STA: 17+95.41
W a
k FHA \ DRAINAGE EASEMENT STA: 12+08.76 x k I FHA ss a
x FHA 36 I 50 STREET A I �. LL
30 - � � \ i 49 ' O � '< I � o
W FL
W / \ 48 I 55 PROP.VARIABLE WIDTH PUBLIC �� PROP.VARIABLE WIDTH PUBLIC ' D__
SSMH#31 - - / 47 `:
ass ASS SSMH#33 x SSMH#10 DRAINAGE EASEMENT DRAINAGE EASEMENT I W
x r- - -STA:29+68.19 s \ G J
-STA: 12+08.76 \ STA: 18+60.41 108 m
�'` U
k STREET F x1?s (\ Aa) SSMH#9 �� 82 83 8479 85 86 107 106 o
37 x co
_k - \x � - - - - - - -
U / STA:29+24.79 O >( \ 45 SSMH#8 W \ 81 I I
x / FHA x x I STA:20+33.22 SS-S y SSMH#11 \ - - - - - - -
x 38 x k , // k k \ STA: 18+09.22 \ -I- - - I - - - -1 - - - - - -
le
x x k x X' *�\p x x / x k o \ \ \ / ` - 109 PROP.20'PRIVATE
28 PROP.VARIABLE WIDTH PUBLIC k x x k �� k _k k x ` 80 \ \
� 1 x W x / x k 44 ` PROP. 20'PRIVATE DRAINAGE EASEMENT
DRAINAGE EASEMENT x x STA: 18+75.91 \
k i - x � a/k k x k � \ 8"TEE w/TB \ DRAINAGE EASEMENT W
k x � 55 90 89 88 87 x I
SSMH#30 ,.��� k x x k Lek STA:21+ FHA \ 70 71 PROP.VARIABLE WIDTH 91 I•'
k � � 110
39 x / O PUBLIC DRAINAGE O
STA:28+36.87 O / x x k � \ 43 \\ I � -
SSMH#37
x \ 55 EASEMENT STA: 12+93.87 SSMH#38
x k STA: 10+68.38
k x / PROP.VARIABLE WIDTH SSMH#43 b
k x kx 42 \ \ PUBLIC DRAINAGE 92 STREET E STA: 12+50.00 �m
k k k k k \ 41 ` EASEMENT PROP.VARIABLE
x k /x x O P.C.
3: 11 WIDTH PUBLIC SS SS ss 1
ISSMH#29 x x i x k k 40 \ ` 69 72 "I" DRAINAGE EASEM
x STA:27+63.92 x x ( SSMH#4 x �[-STA:24+42.03 ` STA: 12+72.01
xo STA:25+52.51 SSMH#39 - -
x s x/ k 1 8"TEE w/TB \ \ STA: 11+55.97 ss SSMH#42 8"TEE w/TB I I I
26 s x x/ s�k PROP. 20'PRIVATE Ss 68 SSMH#34 SSMH#36
DRAINAGE EASEMENT ` SS STA: 13+15.32
x � / x x �1 � \ STA: 12+07.25 STA: 13+43.24 112 PROP.20'PRIVATE
20' PERIMETER k x SSMH#7 67 \ DRAINAGE EASEMENT
BUFFER x SSMH#28 0 k
k x x W ss STA:22+56.93 ` 73 - - - - - - - -
x STA:26+84.90 SSMH#35 94 i 95 � 96 � 97 � 98
/ SSMH#6 �� \- 0 STA: 14+36.31
i / ���0 / SS SS x STA:23+56.40 O I- 93 SSMH#41
25 i SSMH#3 FM SSMH#5 \� \ W -� PROP.20 PRIVATE STA: 13+89.85
x 113
I/ STA:26+13.75 65 �� - - DRAINAGE EASEMENT
n STA:24+58.51 ` 74 _I
x /k o,- \ / L. �r - - - - - - - - SSMH#40 PROP.VARIABLE WIDTH
PROP.20 PUBLIC �k STA:24+87.81 \ U) I I STA: 14+42.75 - PUBLIC DRAINAGE 115 116
x I DRAINAGE EASEMENT g 64 y O O I# m y FHA O � , - _ � I I i i i EASEMENT
x , x�ox x / x k 24 PROPOSED 20'PRIVATE 77 76 STA: 18+22.68
x x k- k�`o SSMH#16 DRAINAGE EASEMENT / 78 i 8 TEE w/TB I I ( STREET
o k � k k / O 103 102 101 100 S8"TEE w4/TB �J LUGAS ST
/ STA:24+06.39 x105 104
zO O I I I LIC RIGHT OF-WAY(PAVED)_
Q x� x x k - x k ���11
79 w 30'Pug x� _ x i Cl) STA: 17+72.93 PROP.VARIABLE WIDTH PUBLIC �FM FM
x x PROPOSED 20 PRIVATE �� SSMH#17 �� k STA:21+79.28 PROP.VARIABLE WIDTH I I `N FM SS
/k DRAINAGE EASEMENT x' x k x FHA DRAINAGE EASEMENT
x 1x STA:23+47.76 x FHA PUBLIC DRAINAGE EASEMENT�, �-
x x
_w k STA: 13+2HA W FM ss ►
w I k x yid / W W W W W W W W VV M SSMH#27
o x I ,� / k / � ' FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S
J/ / SS SS SS SS SS S SS SS SS SS SS SS STA: 10+70.28
Mo k ,' / \�10'LANDSCAPE E SSMH#25
.' x BUFFER 1 FMMH#100
ui STORMWATER STREET B STA: 11+84.90 I
k CONTROL \ / 22 SSMH#18 ` SSMH#26 STA: 17+18.65 I I �.
IF— / I \ TSSMH#20 SSMH#21 SSMH#22 SSMH#24 STA: 11+38.54 g
w x MEASURE STA:22+87.97 SSMH#19 SSMH#23 I I W
7
k / STA:22+23.80 ��, STA:20+10.17 STA: 18+06.18 STA: 15+89.47 STA: 13+66.71 STA: 12+91.02 \ O2 O x a
x l \ \ 3 �. 3F
z 21 / ® O Imo
20 19 18 7 16 15 14 13 12 11 10 0 ® O7 © O IZ
z x VARIABLE WIDTH PRIVATE SCM \ \ I J c,
o IF— ACCESS&MAINTENANCE I U CID
k EASEMENT
CD
k -k k k -k x k k k k k k k k k k k x k x kxxxkkkkkkxkkkk0 k k kT k k x x k h k k xkkX k kkXkX k '
20 PERIMETER BUFFER UTILIZING
Q 20' PERIMETER BUFFER UTILIZING
EXISTING VEGETATION(TYP.ALL EXISTING VEGETATION(TYP.ALL
PERIMETER BUFFERS) PERIMETER BUFFERS)
0
0
c�
LO
z
0
SEABOARD COASTLINE RAILROAD
130'PRIVATE RIGHT-OF-WAY(ONE TRACK)
W
z SCALE: 1 IN =60 FT
0 60' 30' 0 60' 120'
c?
w - - - - - -
SCALE IN FEET
z HORIZONTAL
Q
0
NREVISIONS PROFESSIONAL'S SEAL CONSULTANT DEVELOPER: CO/VSTRUCT/D/V DRAW/IVGS
N 1 2023-11-29 NCDEQ EC COMMENTS#1
N 2 2024-03-06 NCDEQ STORMWATER COMMENTS#1
3 2024-06-28 NCDEQ STORMWATER COMMENTS#2 ���\1oj1iiii11,�,'� Susan Tart Property, LLC
o � �N CARo� ENG7� SINGLE FAMILY SUBDIVISION
T [phone] 205 S.Fuquay Avenue 126 N. Ennis St.
im u, F [phone] Fuquay-Varina,NC 27526
N CO AL N Q urr
EST p 1 o 919.60 -Varina, NC 27526 G OD WIN S UBDI VISION
0 o STATUS 026970 919.602.2351
0 N - ` y CARD Contact: Zach Angle
CID
FOR REVIEW ONLY : o .
w o NOT FOR CONSTRUCTION �'.,�ti9 FNCI NEE�'y ENGINEERING NC LIC. NO. P-0799 [e-mail]„_ "���� ,. OVERALL UTILITYPLAN
oo of O DATE. FEBRUARY8,2023 HORZ.SCALE.1 60 s� ►iiit �2�,/ C-3.0
N FILE NO. 2022-045 ORIG.SHEET SIZE: 24 x 36 /

73 LF 8"PVC @ 0.50%
Nj �
�p x PROPOSED 8"C900 72
MATCHL N )<
x PVC WATER MAIN 69 �
� o x O � (3-FT OFF BOC)�7
REFER TO PARTIAL <
x
UTILITYPLA I SSMH#29 s o x 7
x / ® ss \
x � RIM-145.43 � SSMH#3
26 INV IN=136.94 / RIM=143.98 ® x STA:24+42.03 s o O \
68 � -
�i INV OUT=136.74 � x/ � INV IN=134.00 ®®®� � � 1� 8"TEE w/TB � ,�3ko \ �
/ o INV IN=134.00 94 LF 8"PVC @ 0.92% \ \
--A
INV OUT=133.80 x 1 STA:24+87.81 s \
�� / FHA W SSMH#7
78 LF 8"PVC @ 1.44% Xoo x INV IN=138.38
RIM-146.53 \ 67 \
i / PROP.20 PRIVATE
20 PERIMETER / � / DRAINAGE EASEMENT / W s� �� p+ � INV OUT-138.18
BUFFER
i SSMH#28 s x/ / W
/ RIM=144.64 / 24'43 99 LF 8"PVC @ 0.50% -
INV IN=135.61 �o W W N _ ss
� _ -
INV OUT=135.41 SSMH#6
/ _SS 00 RIM=145.54
^/ S INV IN=137.68
x 71 LF 8"PVC @ 2.00% // / 26+00 0 z5+00 FM INV OUT=137.48
25
`A 102 LF 8"PVC @ 1.88%
PROP.20'PUBLIC
DRAINAGE EASEMENT �� SSMH#5
74
SSMH#4 RIM=144.51
31 LF 8"PVC @ 0.50% \ RIM=143.83 INV IN=135.56 /
1
/ x
I � , � INV IN=135.56 x V INV IN=134.50 INV OUT=135.36 17 INV OUT=134.30 64
SSMH#2B 75 LF 8"PVC @ 0.50% - - - - - - - -
IRIM=134.64 u � 61 LF 8"PVC @ 0.50%
� INV IN=133.65
INV OUT=133.45 PROPOSED 20 PRIVATE 1
24 SSMH#16 0
J 77
RIM=143.22 DRAINAGE EASEMENT 2�
k
o INV IN=136.13
� \ INV OUT=135.93 /
PROPOSED 20'PRIVATE
�o DRAINAGE EASEMENT � ' � i `
58 LF 8"PVC @ 1.15% �.� , X 4 SANITARY SEWER
C/O&SERVICE,TYP.
PROPOSED 8"C900
I p k X ��o / PVC WATER MAIN PROP.VARIABLE WIDTH PUBLIC
/ \ -- SSMH#17 �,� x/x 3-FT OFF BOC 3/4 WA
TE METER
/ k k // / - PROPOSED 4 C900 STA:21+79.28 ( )
&SERVICE,TYP. DRAINAGE EASEMENT
RIM=143.37 s PVC FORCE MAIN FHA
/ INV IN=137.00 <
\�\ INV OUT=136.80
23
w W W W W W W W W
I / FM ■
59 LF 8"PVC @ 0.61% �F
X `SS FM FM FM FM FM F FM F FM FM FM FM FM FM
S S �
22 SS SS SS 0 S SS--S � S SS
21+00 STREET B ro 19+00
'
<1NEW AE
�� ` 10'LANDSCAPE BUFFER R MSMH#18
3 9
/ INV IN=137.56
INV OUT=137.36 SSMH#19 SSMH#20
\ 22 214 LF 8"PVC @ 0.55% 204 LF 8"PVC @ 1.49% 1
64 LF 8"PVC @ 0.50% RIM=144.60 \ RIM=147.99
INV IN_138.08 INV IN=139.46
I \ / INV OUT=137.88 INV 0 UT=139.26
I \ \ \ I�
20 1
x VARIABLE WIDTH PRIVATE SCM ACCESS
&MAINTENANCE EASEMENT
- - - - - - - I - - - - - - - - - - - -
x x �\ x x k x k x x x x x x
x x x xl x x - x -2L1
20'PERIMETER BUFFER UTILIZING W J
M EXISTING VEGETATION (TYP.ALL Z
w PERIMETER BUFFERS) J a J
J
W r w J
2
W
LEGEND:
o � FIRE HYDRANT ASSEMBLY
1
U ►t GATE VALVE I
F1 TEE
o ► THRUST(REACTION) BLOCKING
S2 ." BLOW OFF VALVE
Q IN BACKFLOW PREVENTER
z WATER METER/SERVICE
0
• SANITARY CLEANOUT/SERVICE
(00 SANITARY MANHOLE
zo 00 FLARED END SECTION
RISER STRUCTURE
m
CATCH BASIN
z EN YARD INLET
SCALE: 1 IN =30 FT
o0 W WATER LINE 30' 15' 0 30' 60'
Ss- SANITARY SEWER LINE
LU
STORM DRAIN LINE SCALE IN FEET
z HORIZONTAL
Q
0
NREVISIONS PROFESSIONAL'S SEAL CONSULTANT DEVELOPER: CO/VSTRUCT/D/V DRAW/IVGS
N 1 2023-11-29 NCDEQ EC COMMENTS#1
N 2 2024-03-06 NCDEQ STORMWATER COMMENTS#1
3 2024-06-28 NCDEQ STORMWATER COMMENTS#2 ���\1oj1iiii11,�, Susan Tart Property, LLC
o � �N CARo� ENGy� SINGLE FAMILY SUBDIVISION
T [phone] 205S.FuquayAvenue 126 N. Ennis St.
m /9 c� F [phone] Fuquay-Varina,NC 27526
N N u rEST p 1 o 919.60 -Varina, NC 27526 G OD WIN S UBDI VISION
CO - EAL � �-
jn N STATUS 026970 _ ��, 919.602.2351
CD
0 o FOR REVIEW ONLY : o'•, rti CARD\ Contact: Zach Angle
00
NOT FOR CONSTRUCTION ''�0ti 'FN�I NEE ' ENGINEERING
o NC LIC N0 P-0799 [e-mail] PART/AL UTILITYPLAN111
o O DATE. FEBRUARY8,2023 HORZ.SCALE.1 30 C-3-3
FILE N0. 2022 045 ORIG.SHEET SIZE: 24 x 36
N d

GENERAL NOTES: LEGEND:
THE FOLLOWING NOTES ARE APPLICABLE TO GRADING&DRAINAGE SHEETS C-4.0 THRU C-4.4 6. RIM ELEVATION FOR YARD INLETS(YI) REFERS TO THE CENTER OF THE TOP OF GRATE. ® FLARED END SECTION
1. BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. RIM ELEVATION OF MANHOLES(SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE COVER. RIM ELEVATION OF CATCH BASINS(CB) REFERS TO THE CENTER, EDGE OF RISER STRUCTURE
APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER PAVEMENT GRATE ELEVATION. RIM OF CURB INLETS(CI) REFERS TO THE TOP OF SLAB, CATCH BASIN
UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY(ONE EDGE OF PAVEMENT ELEVATION.
CALL @ 1-800-632-4949)OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS 7. CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE 0 YARD INLET \
AT LEAST 48 HOURS IN ADVANCE. INDICATED. 0 YARD INLET(2'x2') DUNN ROAD,
PUBLIC US H
2. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE 8. NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE 0 OPEN THROAT YARD INLET =
` _R�GHT_OF-wAY '30 y
TO NCDOT STANDARDS AND SPECIFICATIONS. PERMIT HAS BEEN ISSUED BY NCDENR. \ \ ABED)
3. ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY SHALL BE PUBLIC.ALL STORM 9. THERE SHALL BE NO GRADING WITHIN THE WETLANDS OTHER THAN AS SHOWN ON PLANS. SPOT ELEVATION
DRAINAGE OUTSIDE THE RIGHT OF WAY SHALL BE PRIVATE. 10. ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140N o
4.0% FLOW DIRECTION
4. STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM OR APPROVED EQUAL).
DRAINAGE WITH LESS THAN 2'OF COVER MEASURED FROM SUBGRADE SHALL BE CLASS IV 11. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL
RIP-RAP OUTLET PROTECTION E _
RCP. MATCH EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION. —OHE `L TOW�X
5. PRIVATE UTILITIES POWER,TELEPHONE, NATURAL GAS, CABLE TV ARE NOT SHOWN ON STORM DRAIN LINE —� 0 GO -
( ) 12. MANHOLES, CLEANOUT,VALVES, METERS AND OTHER AT OR ABOVE GRADE k =� �M/AT�R�a�"nk
THIS PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS AND SHALL NOT BE BURIED. �400� MAJOR CONTOUR
UTILITIES WHEN INSTALLING STORM DRAINAGE TO AVOID CONFLICTS.
MINOR CONTOUR \� / ��� I, �OHE
INTERMEDIATE CONTOUR - �T -k� -� k k / x k
20'PERIMETER BUFFER UTILIZING �� �� -�--k k
EXISTING VEGETATION (TYP.ALL 156 60
157
155 62
C\6PERIMETER BUFFERS) 154 61
kk k 157
'` k
k k 58
kAq5 kk "\ 53 54 5
o
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irr
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i SS �
1 DRAINAGE EASEMENT DRAINAGE EASEMENT I W Of
k 4 s _ I ss 108 v
k82 83 84 85 86 107 106 <: o
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rl
28 PROP.VARIABLE WIDTH PUBLIC k `� O l 80 \ .�F�� DRAINAGE EASEMENT
`�U DRAINAGE EASEMENT 1 k �%- wj� —k k k 4 / I / O PROP.20 PRIVATE 155 155
k i , DRAINAGE EASEMENT 58
- - /
k k / k / 5 i 7 ` PROP.VARIABLE WIDTH 91 90 89 88 87 1 '
39 k k 0 PUBLIC DRAINAGE 110 /
\ 0 k k /k 43 I 1I W / - -
\k i k 5 EASEMENT 155 W
k\ 27 k 155
n /s� \ PROP.VARIABLE WIDTH
k 92 I b I
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k I - k k�� k k 40 \ 9 72 \ DRAINAGE EASEMENT
O I I �
k i k �''` li - - -
k i ko� k vo 155
\6 s k/ PROP.20'PRIVATE 68 �� I / ss I I
k _ k DRAINAGE EASEMENT \ I \ I (/ 112 PROP.20'PRIVATE
20' PERIMETER k o k 145 6 \ I �55 DRAINAGE EASEMENT
BUFFER 73,' � k k w / `� `� � I 1 I I 94 1 95 ' 96 ', 97 98 — —
k I
_ 154 LU
III - - - - - - I
25 k FM I PROP.20'PRIVATE 113
k r651 ` \ I~�~DRAINAGE EASEMENT / \
k s` / ' / k �� \ \^0 74 - - - - - - - - - - - - - PROP.VARIABLE WIDTH -
o PROP.20 PUBLIC _
� � � - PUBLIC DRAINAGE 115 116
Q DRAINAGE EASEMENT 64 ` _ _ - I O O
kl y 155 EASEMENT \ I I
zk i /k/ k \ 24 \ s PROPOSED 20 PRIVATE 77 \ Q 153 I I I
Q k , I �J �158 _''
DRAINAGE EASEMENT ��
k 78 f_ �
z k�_f / x / // �— - � k K / I 105 104 1 3 I 102 101 100
k k k 79 30'PUBL�A�iC STREET ED)—
�' �0�f // p l^^ \ ��k k k O ` \ I PROP.VARIABLE(WIDTH PUBLIC 5- W FM FM
PROPOSED 20'PRIVATE �� , k k \ PROP.VARIABLE WIDTH 154 154 I DRAINAGE EASEMENT s� FM SS
DRAINAGE EASEMENT �� k k PUBLIC DRAINAGE EASEMENT �-
c� 'k\o 'S13 <S k W ss
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\\ \ \ 19 1 7 16 15 14 13 12 11 I 10 9 8 7 g \
MrtC\J- - \
- -
II I JVARIABLE WIDTH PRIVATE SCM \o ACCESS&MAINTENANCE 155 13132
o= — �45EASEMENT 37 - —
- )!� >(
`W / � )<
- k k k k k k
o k k141 k k k k k mM
k
Q - 20'PERIMETER BUFFER UTILIZING 20'PERIMETER BUFFER UTILIZING
/ J EXISTING VEGETATION (TYP.ALL \ C - EXISTING VEGETATION(TYP.ALL _
_ PERIMETER BUFFERS) / l — � PERIMETER BUFFERS) Z-
0 -
0
LO
SEABOARD COASTLINE RAILROAD
130'PRIVATE RIGHT-OF-WAY(ONE TRACK)
W
z SCALE: 1 IN =60 FT
0 60' 30' 0 60' 120'
c�
w — — — — — —
SCALE IN FEET
z HORIZONTAL
Q
0
NREVISIONS PROFESSIONAL'S SEAL CONSULTANT DEVELOPER: CO/VSTRUCT/D/V DRAW/IVGS
N 1 2023-11-29 NCDEQ EC COMMENTS#1
N 2 2024-03-06 NCDEQ STORMWATER COMMENTS#1
3 2024-06-28 NCDEQ STORMWATER COMMENTS#2 �����o��iiii��,��'� Susan Tart Property, LLC
o ,,,.� �N CARo� ENG7� SINGLE FAMILY SUBDIVISION
� ����� ''ES �j/ J�� FF� T [phone] 205 S.Fuquay Avenue 126 N. Ennis St.
m 9 c� u, F [phone] Fuquay-Varina,NC 27526
N N Q urrEST p 10 919.60 2.2351-Varina, NC 27526 G OD WIN S UBDIVISION
1960
0 o STATUS 026970 = o�Ty Rom? Contact: Zach Angle
o co FOR REVIEW ONLY : o ' cA 9
LU L :s�0� .F�y..NEE ' 0 VERA L L GRA DING A ND DRA INA GE NA N
.. NOT FOR CONSTRUCTION q y, ENGINEERING NC LIC N0 P-0799 [e-mail]
ODATE: FEBRUARY8,2023 HORZ.SCALE:1"=60' 's''��oia lilt u��� �`
N 0 FILE NO. 2022-045 ORIG.SHEET SIZE: 24 x 36 C40
a

Ln o
DBL CB#143 I DBL CB#159 - 153.31
k N ` f / PAD=147.90 5�oo
145.82 - -
I �N /
x asp° \ PAD- 50.15 152.21 I
/ \ \ 148.70 I I
v// k 25 LF 15"RCP @ 1.00% \ \ I I
co _ / o / / /�( 11 40 PAD=147.05 > 69 �, 72
I\
MATCH N \ 147.09 65 LF 24 CL IV RCP @ 0.49/o �((LD X / 0/ O 146.51 I PAD=149.35 \ I
REFER TO PA TIAL �/ \ PAD=146.50 \ 149.22
s
s s
GRADING&DR INAGE I `n � 77 LF 18"RCP @ 0.50%� 77 LF 18"RCP @ 0.50%PLAN 1 x \I CB#142 J % o
26 / 146.90
HDWL#201 ®® x CB#158 �k I 148.25 68 d'° -
\ 145.45 X ®® CB#157 X 151.41 153.99 153.61
AD=147.40 I \ \
I \ 25LF15"RCP@0.50% //y��� x x 1 S I
I � o 24 LF 15"RCP @ 1.00% � \ 148.02 I I 1 \ I
\ \ 1100
O / \ 146.33 116 LF 36"RCP @ 0.50% 'so\ 67 \
48 LF 24"CL IV RCP @ 0.50% PROP.20 PRIVATE 145 145.10 I 73 \
20' BUFFER ER ��� / DRAINAGE EASEMENT / kth ss lej p, \ ��o \ I I 1 I
145.10 / /ASS CB#185 ( \N S \+O� �� \ PAD=147.95 / 147.65 O - PAD=154.25 \
{ I � CB#141 CB#156 \
\ J
32 LF 15"RCP @ 1.05% "' 145.76 s
154
/ \ _ ASS \�° 66 _/ 149.- \
146.84 /65 LF 30"CL IV RCP @ 0.49% /
X S�+ S� SS_ FM � \ �> 146.88 I I 151.75 \ 153.47 ' 153.09
26
HDWL#200 / I 0qCB#104 65 LF 36"RCP @ 0.50% 147.06
PROP.20 PUBLIC ` o° O
CB#140 / � 65 •�° � 148.70 \ � \
� � ' 145.65 \ \ 74 \
DRAINAGE EASEMENT X �,
CB#103 90 LF 36"RCP @ 0.50% \ o
l< I \ n
r � 24 LF 15"RCP @ 0.50% ° N J � ,LSolo I I I � PAD-153.65 �
64 LF 36 RCP 0.50/o u'
RIP-RAP OUTLET PROTECTION @
/ (EACH PIPE) \° 25 LF 15"RCP @ 7.50%NCDOT CLASS B RIP RAP 72 LF 36 CL IV RCP @ 2.47/0
v W2-5' D-18" � - -
I ,moo Q , , , , � � � 25 LF 15"RCP @ 1.00%
L-9'
W1-5'D50-6", DMAX-9" CB#102 \ 151.10 153 152.87 152.49
x SCM ACCESS s 76
' EASEMENT k CB#169 PROPOSED 20'PRIVATE 77
DRAINAGE EASEMENT x \ \ I \
i 4PAD 145.00
°
106 LF 36 RCP @ 0.50% i J \ / k PAD=149.50
0
\ A/ / / \ PROPOSED 20'PRIVATE \/, 0 43.40 \ YI#171 ` 79 148.33 149.34 I 150.38 7
J� x AD 14 .55 DRAINAGE EASEMENT � � � ° k
3 I � I
SDMH#101 110 LF 36"RCP @ 0.50% 0LF15 RCP@0.50%i / 1 PAD=153.50
I
48 LF 15 RCP 1.00/o
/ V� � 7422 18 LF 48"RCP @ 0.50% i G!i CB#170 / i' PAD=147.55 @ °
-141 140 =139_ ` \ \ \ 47 LF 30 RCP @ 1.00%44 �24 LF 15"RCP @ 0.50% 1 PROP.VARIABLE WIDTH PUBLIC
.72 �� °2i - - I DRAINAGE EASEMENT
x � ��_� � PAD-145.20 S'�' CB#126 s / x CB#172 CB#174 /
x D j xk � // /j j' - 137136 / 0 25 LF 15"RCP @ 1.00% 25 LF 15"RCP @ 11.41% CB#173 /r T
SDMH#124
�p w 146.79 147.5 148.60 149.61
- W W W W W W
LF 48"RCP @ 1.00% �_ \
o SS FM �FM FM FM FM F FM F FM FM FM FM M
li // / \ FES#100 - \\ \ \ \ 39 LF 30 RCP @ 1.01/o i
/ J( / \ �o o _ - - - - - - \\ / 144.08 S6 S S SS SS S SS SS S SS SS S S
C.
\ - - - - - - - - - - J \ \ y\ 22+00 ET B 21+00 I 0+00 19+00 \ 7S0
\ CB#127
. .- -. .-.. - JJ ` 10'LANDSCAPE BUFFER /
� � - - - - - - - o� 45 I
/ /I x�� � / j/ \ 13S �� - - 144.93 44 LF 24"RCP 144.56
.- - - - - -__ __ \ PAD=145.65 .�
/ ��� �/ // / - - " - "- - O \ 1.00% 145.11 146.03 0 04 148.05 149.07 150.08 151.09
/ j�_ '-_ @ CB#129 159 LF 24 RCP 0.75/o CB#130
\13 22 CB#128 59 LF 24 RCP 1.00/o
O � @ ° I @ I 197 LF 24"RCP @ 1.65% I 25 LF 15"RCP @ 1.00% CB#131 � I
o o I o
38 LF 24"RCP 0.50%
\
/ @ //•� // \\ \•\\ \ \� PAD=146.00 "?
FES#113 /�• / � A V A ' A � � � PAD=146.35
\ V A �� 21 � PAD 147.35 - 48.35 P =149.30 PAD=150.35 PAD=151.35 PAD=152.35
EE SHEET C 4.5 FOR \ \ \ \\ ,\ 20 19 18 17 16 \ 15 14
RS#1A ADDITIONAL SCM DETAILS \ \ \ . \ \\ 145.33 / O O O \ O
oI �M Cl) VARIABLE WIDTH PRIVATE SCM ACCESS I 1 \ \ \ \ 145.70 146.16 14708 148.09 149.10 150.12 151.13 152.14
0 SCM ACCESS I &MAINTENANCEEASEMENT I- - - - - - - - - - - - - - - - _ - JJ J \\ \ /
z EASEMENT / I - - - - - - - - - - - - - - - - - - - - - - - - 133-132- - - - - - - - - - - - - - \ \ // �
1 1 ��\ i 35 134 ) \ �145
/I
- - - - - - - - - - - - - - - - - - - - -
� _ .. - _- - _-- -_- - - - 138-.137 - - . .. . - _. -.. - -. - .._ -. - . .-.. - . -� 150
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � -
x x k x - - _ x /,- __ -,fix - - - - - - - - x
< x 143 - x - x / �' �'
/ I 141 142 x _ _ x x x - �
- __ -_ _- 20'PERIMETER BUFFER UTILIZING __ / Z ¢ Q
- EXISTING VEGETATION (TYP.ALL ( z
C / PERIMETER BUFFERS)
LU
LL / ~ J
_ - 1 LU
- -
Uj
LEGEND: \
c� o
z
® FLARED END SECTION
zo ® RISER STRUCTURE
CATCH BASIN
~ 'N'N'❑❑''�'�'� YARDINLET
z
o ❑e YARD INLET(2'1
Q 0 OPEN THROAT YARD INLET
S(V=295.40 SPOT ELEVATION
o FG=295.32
c�
z 4.0% FLOW DIRECTION
0
0
RIP-RAP OUTLET PROTECTION
m
C/) STORM DRAIN LINE
FT
in �400� MAJOR CONTOUR 30 15 OCALE: 1 IN =30 30 60
o MINOR CONTOUR
INTERMEDIATE CONTOUR SCALE IN FEET
z HORIZONTAL
Q
0
NREVISIONS PROFESSIONAL'S SEAL CONSULTANT DEVELOPER: CO/VSTRUCT/D/V DRAW/IVGS
N 1 2023-11-29 NCDEQ EC COMMENTS#1
N 2 2024-03-06 NCDEQ STORMWATER COMMENTS#1
3 2024-06-28 NCDEQ STORMWATER COMMENTS#2 ♦♦���o��iiii��,��'� Susan Tart Property, LLC
♦` �� C A R o ENG
� '•, 7 SINGLE FAMILY SUBDIVISION
♦�� SS1 i J�� FF T [phone] 205 S.Fuquay Avenue 126 N. Ennis St.
Lm N c� F [phone] Fu ua Varina,NC 27526
N N 'Q� urrEST p 1 o q y 919.60 -Varina, NC 27526 G OD WIN S UEDIVISION
COLU E L = � �-
-1 N STATUS 026970 _ o� 919.602.2351
CD
0 o FOR REVIEW ONLY : o •• rti CARD\ Contact: Zach Angle
00
L :s�0� .F�yDINEE�' ENGINEERING NC LIC. NO. P-0799 [e-mail] PA R T/A L GRA DING A IVD DRA/NA GE PLA IV l/l
NOT FOR CONSTRUCTION ,, q�O
o DATE: FEBRUARY 8,2023 HORZ.SCALE:1"=30' ,�'
0_ 0FILEof
N0. 2022-045 ORIG.SHEET SIZE: 24 x 36 C43
N d

RIP-RAP OUTLET PROTECTION \ \ \
L
CESS � NCDOT CLASS'B'RIP RAP
\ = MENT \ \ L=12', W1=6%W2=8', D=18", STORM DRAINAGE TABLE
\ I I I RIM ELEV INV IN INV OUT 10'WIDEINLET# TYPE EMERGENCY SPILLWAY. REFER TO TABLE ON THIS PRECAST RISER STRUCTURE BERM
/39- 1FES#1 B \ o - (EOP) (FROM SIZE) (TO SIZE) W/TRASH RACK-REFER TO
REFER TO DETAIL ON THIS SHEET FOR WATER SURFACE-� 139 � 137.80SHEET ELEVATION AT DESIGN STORMS DETAIL,THIS SHEET
-140 _ \ \ \ \ 1A IRS 140.55 (1 B-24") ____________________ ELEV= 143.00
TW=143.50 141 - � � ----- ----------------------------------T r-
------------ ------
38 LF 24"RCP 0.50% �o \ FOREBAY BERM ��' 75'EMERGENCY SPILLWAY �� 3
BW=143.00 142 @ 137.61
/////////////////
143 - \ ��' 1 B FES 139.94 TOP ELEV= 139.00 I . I /jam/jam/,,
_ \ (1A 24") I' ______ BOTTOM- 141.25 3 /
JRIP RAP EMERGENCY SPILLWAY I °- --r-------------r- SAND DIAPHRAGM-REFER
II \ NCDOT CLASS"B" RIP RAP FOREBAY WEIR BOTTOM e , ` ____�__�_=_�_=__ 1�� �/ // TO DETAIL,THIS SHEET
TW=143.50 143 \ \ o - // ELEV= 138.00 ��___-i----- - //j//jj �i X
�`// // 3 6 VEGETATED SHELF AT 6:1 MAX // / ��� EMBANKMENOTTCOMPACTION
142 \ \ \ //// ////i /!/// REFER TO
141 \ ////
STORM DRAINAGE TABLE �i///i///i// SLOPE. PERMANENT POOL TO BE ��������� �����
_ _ _ _ _ _ _ _ 140 RS#1A �j�� ��j 1 CENTERED IN SHELF Xv
CAST-IN-PLACE CONCRETE / / / / WQV TEMPORARY POOL ELEV= 139.30 /i/i
b SPILLWAY-REFER TO RIM ELEV INV IN INV OUT /
o INLET# TYPE ROADWAY ;��� � � FES#1 B
DETAIL,THIS SHEET (EOP) (FROM-SIZE) (TO-SIZE) 'ice//�//�/�//� 3 3 �//�//� „
PERMANENT POOL ELEV= 138.00 24 RCP
V \ - N OPEN
V PACE 137.00 !i///i///i////// 0 // ��� /// (0-RING JOINTS ASTM C443)
\ 100 FES NONE. 141.50 101-48"VAC
= A 137.19 /////// / /// ///i /// �i��ii�i�������� ���i��ii��i��i�����i %��%�����i��i���i��ii��i��i��� %�i� �
A REFER TO SHEET C-4.6 101 SDMH NONE. 144.17 (102 36 ) 137.09 �`/i�/ii/i / /i / / / / TOP SEDIMENT '� i `///i MAIN PERMANENT
\ \ 137.19 (100-48) ` ` �� �`���
\ FOR VEGETATED SHELF ►\ TOP SEDIMENT ELEV=133.50 ��/ 2
- A PLANTINGS V (124 48) ELEV= 133.50 6"MIN.AT OUTLET
EXIT. ELEV=133.00 ����`i�1 �i:
BOTTOM SEDIMENT % //
ELEV= 132.50 2 %`�/ � //
ILLJI A A 6'WIDE 6:1 VEGETATED SHELF' �\,,� SEDIMENT STORAGE ELEV= 132.50
z \ TOP ELEV= 138.50 �� ��� ... ..............................................
......... . .......... .
�3: I \ - P.POOL ELEV= 138.00 STORM WATER SURFACE ELEVATIONS ij j ...BOTTOM ELEV= 131.50 ............ / \ CLAY LINER
01� BOTTOM ELEV.= 137.50 - 100 YEAR............................142.03 �``//ii �` ,v `�/ ,vv/;�v`>/`�/�`v`/\`/�`�i�`�i�`�`��`�i (REFER TO NOTES)
3:1 SLOPE o I V -
z�Q 25 YEAR..............................141.68 %/✓��/��/✓��/��/✓��/��/�✓��/��/�✓��/��/�✓��/��/�� COMPACTED SUBGRADE
1� U) 10 YEAR..............................141.22
I- • \\` \ \\ `\ \/ 2 YEAR...............................139.99
4 1 YEAR...............................139.60
2 WET DETENTION BASIN - SECTION VIEW
-
I SCALE: N.T.S
II � I M
3:1 SLOPE
I MSE RETAINING
WALL I // / - \\` 1 I
CLASS"B" RIP-RAP LINED \\ \ + I I 24" 24"
II -
I I FOREBAY WEIR
FOREBAY BERM= 139.00 // J ./ / \ III 40,
ao FOREBAY WEIR= 138.00 // z I I ° a ° a
I `2 I I I \ TOP OF DAM a a °Q ° ° ° °
ELEV= 143.00 °Q ° CREST LENGTH a a a a �
SPILLWAY ° ° a a 3,000 PSI CONCRETE
ELEV= 141.25
I `o I / /� 12"TYP ° a ° a ° a NO.5 REBAR @ 12"O.C. GENERAL NOTES:
BOTTOM 3"CLR a ° ° a a ° ° ° • NO.3 STIRRUPS @ 12"O.C. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR STANDARDS AND SPECIFICATIONS.
ELEV= 138.75 a ° ° ° 2. CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE OWNER'S GEOTECHNICAL
3"CLR N0.3 STIRRUPS @ 12"O.C. ENGINEER,AS APPROPRIATE.
II I I MAIN POND 1 III 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
PERMANENT POOL= 138.00 I I I I FOREBAY , I IM k N0.5 REBAR @ 12"O.C. 4. MAXIMUM SLOPE OF BASIN IS 3:1
M I TEMPORARY POOL= 139.30 I\ TOP SEDIMENT ELEV= 133.50 I I NOTES: 5. ALL SIDE SLOPES, EMBANKMENTS AND SPILLWAYS SHALL BE COMPACTED TO A MINIMUM OF 95%
I I I TOP SEDIMENT ELEV= 1131.5 I BOTT SEDIMENT ELEV- 132.50 / 1. CONCRETE DESIGN &CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST EDITION STANDARD PROCTOR PER ASTM D-698.
BOTT. SEDIMENT ELEV= 131.50 � I � RIP-RAP OUTLET PROTECTION
q OF ACI SPECIFICATIONS. CONCRETE SHALL BE A MINIMUM OF 3,000 PSI WITH#3
,\ - I / / / /' NCDOT CLASS'1'RIP RAP STIRRUPS AT 12"O.C. 6. CONTROLLED FILL AS SPECIFIED BY THE ENGINEER IN THE DAM EMBANKMENT SHALL BE PLACED IN
2� L=32,W1=12,W2=15, D=24 , 2Q 6-INCH LOOSE LAYERS(3-INCH LOOSE LAYERS WITHIN 3 FEET OF EITHER SIDE OF THE PRINCIPLE
D50=4, DMAX=17" 2. CONTRACTOR SHALL FINISH ALL CONCRETE SURFACES WITH BROOM. SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE)AND SHALL BE COMPACTED TO A DENSITY OF NO
c� I / / M X 3. REINFORCING SHALL BE ASTM 615, GR 60. SPLICE LENGTHS SHALL BE CLASS B. LESS THAN 95%OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT OR
...� WITHIN 2/o_
o FES#100 ° + IN ACCORDANCE WITH ASTM D698.
z I I I �Iw \ I co / / / ° 3 7. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL
o - I Q Q 1 I I // 18 LF 48 RCP @ 0.50% EMERGENCY SPILLWAY DETAIL
I I I I I I f / PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEED
C-4.5 SCALE: N.T.S. 5%BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH(IN ANY DIRECTION)SHALL BE
I I I I I 010 I // / / REMOVED FROM THE FILL PRIOR TO COMPACTION.
z IISDMH#101 ANTI-VORTEX TRASH RACK 8. FILL MATERIAL PLACED AT DENSITIES LOWER THAN MINIMUM SPECIFIED DENSITIES OR AT MOISTURE
- I I I ANCHORED TO RISER. CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED
CONTRACTOR TO SUBMIT SHOP REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
Q I I J / DRAWINGS PRIOR TO 9. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM
INSTALLATION.ANCHOR TO TOP OF DAM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LEVEL.
CONCRETE RISER IN 4 LOCATIONS.
TOP OF 10. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT
BERM= 143.00 2'MIN. CONSTRUCTION AND THE PLACEMENT OF THE CONTROLLED FILL.
w 11. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OR COMPRESSIBLE AND/OR UNSUITABLE SOILS. ALL
Q I I I (6)4"DIAMETER ORIFICE aao°❑°❑°❑°❑°❑°❑000� 3'
SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER
KNOCKOUTS a�❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑moo AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE
o INV ELEV= 139.30 D❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑� CREST- 140.25 `b' 24 RCP
I I I I /l ) I / TW=143.50 ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑� - OUTLET ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.
**
BW=143.00 4"PLUG 3 x DIA=6 12. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATIONS, FOUNDATION DEWATERING,AND ROCK
TW=143.50 ° 60 DIAMETER
SET TOP OF PVC PLUG AT MANHOLE
� � BW=139.00 / PRE-CAST MANHOLE FOUNDATION PREPARATION MAYBE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER.
W I J / °a ° STEPS,TYP
w - I ( TEMPORARY POOL
t 13. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT
DRAW DOWN
/ 4"x4" PVC TEE FLOW THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURE.
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\ \ I �� \ ORIFICE 24"GASKETTED 0-RING 3.75' 3.75'
14. EARTHWORK COMPACTION WITHIN 3-FT OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF
1 I I \ \ TEMPORARY POOL= 139.30 INV= 138.00 ° RCP OUTLET PIPE HAND TAMPERS MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF
z III I `� 4��PERFORATED PVC
A
\ PROPELLED ROLLERS.
INV= 137.80 a WRAPPED IN FABRIC TO
/ DAYLIGHT 15. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
PERMANENT POOL= 138.00 6" 16. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL
144.7 -
- 1.5 x DIA=3' ADEQUATE CURING TIME HAS ELAPSED.
_ I \\\ ° ° 4 PERFORATED PVC ** 2'MIN. FROM TOP OF DAM 17. ALL RISER STRUCTURES, INCLUDING WEIR WALL TYPE STRUCTURES, SHALL BE REINFORCED CONCRETE.
z - \ 12 ° ° ° ° ° ° FILL WITH LEAN CONCRETE WRAPPED IN FABRIC TO GOVERNS IF 3 x DIA. IS NOT FINE SAND FILTER BRICK/CONCRETE BLOCK AND MORTAR TYPE STRUCTURES WILL NOT BE ACCEPTED.
I I / SCM ACCESS �I ° ° a ° FROM INVERT OF OUTLET PIPE DAYLIGHT AVALIABLE. PER ASTM C33 18. ALL RISER STRUCTURES SHALL BE LOCATED SUCH THAT DIRECT ACCESS FROM THE DAM EMBANKMENT
I ° °
z \ EASEMENT °
Q ` / Q I� ° ° TO MANHOLE EXTENDED BASE NOTES: CAN BE ACHIEVED.
I I I / /' \ / - I n ° ° ° ° ° ° 19. RISER STRUCTURES WITH MULTIPLE BARREL SECTIONS SHALL HAVE GASKETTED JOINTS,AND EACH
z °
o TW=143.50 TW=143.50 "� \ �;� a BOTTOM = 135.80 1. CONTRACTOR SHALL INSTALL FILTER DIAPHRAGM ON DAM SECTION SHALL BE BOLTED TO ADJACENT SECTIONS WITH STAINLESS STEEL STRAPS. STEEL STRAPS
I= BW-139.00 /� BW=139.00 / \ I I LOT TOP OF SEDIMENT a ° ° OUTLET PIPE. SHALL BE MINIMUM 4"WIDE, 1/4"THICK, STRAP CENTERED ON JOINT WITH MINIMUM 2"OVERLAP. ATTACH
\ I .' 144.93 \ 2? ELEVATION= 133.50 STRAP TO BARREL SECTIONS WITH (2) 1/2" HEXBOLTS EMBEDDED IN STRUCTURE 3 INCHES. EPDXY
zo I / \ I - DRILL 3"O OPENING STANDARD 2. COORDINATE WITH ENGINEER ON APPROVED MATERIALS BOLTS INTO STRUCTURE.
\ I I y / IN 4 PLUG MANHOLE BASE AND INSTALLATION TECHNIQUES PRIOR TO INSTALLATION. 20. CLAY LINER SHALL BE A MINIMUM 8 INCHES THICK. CLAY LINER SHALL BE INSTALLED AT A DEPTH
m I
� I � SUFFICIENT ENOUGH SUCH THAT IT DOES NOT IMPEDE THE GROWTH OF VEGETATION OR CAN BE
�, \ I- � _ BOTT_OM_OF POND
z SCALE: 1 IN=20 FT ELEV 132.50 5 CONCRETE RISER DETAIL 4 SAND DIAPHRAGM PENETRATED BY ROOTS OF VEGETATION.THIS DEPTH SHALL BE A MINIMUM OF 12" BELOW THE BOTTOM
OF THE WETLAND. CLAY LINER SHALL LIMIT INFILTRATION RATE TO 0.01 IN/HR. CLAY LINER SHALL BE
o WET POND - PLAN VIEW 20 10 0 20 40 CJ4.5SCALE: N.T.S. CJ4.5SCALE: N.T.S. INSTALLED UP TO PERMANENT POOL ELEVATION THROUGHOUT BMP.ALTERNATIVE LINERS MAYBE
C-4.5 SCALE: 1"=20' SCALE IN FEET ACCEPTABLE IF APPROVED BY ENGINEER OF RECORD.
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HORIZONTAL
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0
NREVISIONS PROFESSIONAL'S SEAL CONSULTANT DEVELOPER: (/D/VSTRUCT/0/V DRAW/IVGS
N 1 2023-11-29 NCDEQ EC COMMENTS#1
N 2 2024-03-06 NCDEQ STORMWATER COMMENTS#1 �
z 3 2024-06-28 NCDEQ STORMWATER COMMENTS#2 ����� CAR ������, ENG7 Susan Tart Property, LLC SINGLE FAMILY SUBDIVISION
0 y
•E S NF�c T [phone] 205 S.Fuquay Avenue 126 N. Ennis St.
m ` �O 9 EST. 0 N0 F [phone] Fuquay-Varina,NC27526 Fuquay-Varina, NC 27526
w - SEAL = urr 919.602.2351 GODWIN SUBDIVISION
N STATUS - o� ?
0 CD
FOR REVIEW ONLY ; o. 026970 ry CARp� Contact: Zach Angle
LU L :,�0� .FN� ..... ' STORMWA TER CONTROL MEASURE PLAN & SECTION
w o NOT FOR CONSTRUCTION a� �y;`,,,� ENGINEERING NC LIC N0 P-0799 [e-mail]
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DATE: FEBRUARY 8,2023 HORZ.SCALE: =20' s'��,0'I������0.
FILE NO. 2022-045 ORIG.SHEET SIZE: 24 x 36 e'�� C4.5
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