NCC232081_Site Plan or Location Map_20230711

12019
BASS NIXON&KENNEDY INC.EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHFR PROPFRTY RIGHTS IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIFD IN ANY FORM OR MANNER WHATSOEVER,NOR ARE THEY TO BE ASSIGNFD TO ANY THIRD PARTY WITHOUT FIRST OBTAI NING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS NIXON&KENNEDY INC.
2
a GENERAL NOTES
O v TRAFFIC CONTROL NOTES EX ASPHALT r DRIVE 1 1. ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE WON THE ACCEPTED POLICIES
OF THE TOWN OF FUOUAY-VARINA AND NCDOT.
<`, 1. ALL SITE SIGNAGE SHALL BE ACCORDANCE WITH THE MANUAL ON UNIFORM '111101 2. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM MAP BY BASS,NIXON&
F,, TRAFFIC CONTROL DEVICES(MUTCD)AND NCDOT STANDARDS. KENNEDY,INC.,DATED MARCH 13,2019.
!NI
SIGN R2-1 ttD. SIZE I 3. PROVIDE 30'STANDARD CONCRETE CURB AND GUTTER ON-SITE.
STOP R1-1 24"x24"
SPEED LIMIT 25 MPH R2-1 24"x30"
Z
O 11 T 2 4. WTHIN THE AREA OF A DEFINED SIGHT TRIANGLE/SIGHT EASEMENT,THERE SHALL BE
C ACCESSIBLE PARKING R7-8(A/D) SEE DETAIL NO SIGHT OBSTRUCTING OR PARTLY OBSTRUCTING WALL,FENCE,SIGN,FOLIAGE,BERMS,
EIP DEAD END W14-1 30'430' OR PARKED VEHICLES BETWEEN THE HEIGHTS OF 24 INCHES AND EIGHT FEET ABOVE
THE CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS.
CONTROL CORNER
NC GRID(NAD'83/2011) OPEN SPACE D: I0 2. ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN.VERTICAL CLEARANCE TO THE 5. MINIMUM CORNER CLEARANCE FROM CURB LINE OF INTERSECTING STREETS SHALL BE
COORDINATES 10'TYPE B PERIMETER EX ELECTRIC POLE
N:671780.6370 FEET BOTTOM OF THE SIGN ON 2LB GALVANIZED STEEL U-CHANNEL POST SET IN AT LEAST TWENTY(20)FEET FROM THE POINT OF TANGENCY. in
BUFFER(0.03 AC, 1,304 SF) 3FT DEEP z 121N DIA.CONCRETE FOOTING.E:2051397.5170 FEET TEMPORARY CONSTRUCTION EASEMENT --X --- ry 6. ALL DUMPSTER AND RECYCLING LOCATIONS WILL BE SCREENED FROM OFF-SRE VIEWS.
REQUIRED PRIOR TO CONSTRUCTION 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND e o OF STREET TO PROPERTY LINE NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS. 7. ALL EXTERIOR SITE LIGHTING SHALL BE DESIGNED TO PREVENT OFF-SITE GLARE.
o 10'PRIVATE NARKING NCDOT STD S17E COI OR f• 8. ALL WORK MUST COMPLY WITH NORTH CAROUNA STATE BUILDING AND HANDICAPPED
o LANDSCAPE ESMT END OF ROAD MARKERS(DEAD END) ARKING SPACES --- 41N WHITE S, ACCESSIBILITY CODE VOL. 1C [' w
588'JO'73 E 19623' 11 10'PRIVATE LANDSCAPE ESMT IRECTIONAL ARROWS 1205.08 STD. WHITE %v ,o N
I�IN IGH-VISIBILTY CROSSWALK 1205.07 STD. WHITE ) O m< 9. MAP RECORDATION REQUIRED PRIOR TO BUILDING PERMIT ISSUANCE. Zp 9
1+1 588 10'14 E 196.66' EIP TANDARD CROSSWALK 1205.07 SW. WHITE 0 ,..1.4,
� U) b U
167'33' `+fl TOP BAR 1205.01 STD. WHITE 10.NO TEMPORARY OR PERMANENT ENCROACHMENTS INCLUDING BUT NOT LIMITED TO
-______ _ I EX GRAVEL 0/VE 3.< ( rt N
- o __ - 165.86'-'-_-"' -' - DGE LINES 1205.01 41N WHITE CLEARING,GRADING,STRUCTURES,AND RETAINING WALLS)ARE PERMITTED WITHIN THE .. V m g
- -- DGE LINES 1205.01 41N YELLOW GREENWAY EASEMENT AREA WITHOUT PRIOR APPROVAL BY THE TOWN OF W z T
/,R \ T , ro9 FUQUAY-VARINA.
aD O
EX.28"OAK / \ LOT 14 �___I ml 4. A L PAVEMENT MARKINGS SHALL ABES THERMOPLASTIC TYPE FOR PARKING r.
€ Q z =N V
// \\ (9190 SF, LOT 15 S ACE WHICH MAY BE THERMOPLASTIC OR ALKYD-RESIN TYPE PAINT. 11.ALL OPEN SPACE PROVIDED IS SECONDARY OPEN SPACE. (ry eD z
FIRE TRUCK EX WATER uA VE
0.21 AC) TURNAROUND S I (9150 SF, j.-%-2
`O 021 AC) n EX HYDR1INr I ® Q SITE DATA Z a�X�o
I<� IJ
PROJECT NAME: MAELYN RIDGE SUBDIVISIONLU NLL U
WNPIN: 0657-11-7499 LOT 13 NTREAL ID NUMBER: 0033090 NQ,V(9169 SF,
0.21AC) 16 I
ADDRESS: 751 COLEY FARM ROAD 0 G z
T24.0' 0 21 AC) nyFUQUAY VARINA NORTH CAROLINAQ 166.50 o-VOPEN SPACEA: ZONING: RMD-CZD OW1 �/ M
,50.00' ,89 93• 20'TYPE C THOROUGHFARE\APPROXIMATEIEX
WATER LINE m X' E z m
I ------ -_ _ ____ BUFFER(0.24 AC, 10313 SF) J O Z
�/�I W - LOCATION,{ USE: N W a z
EX.25"ASH \ I LOT 12 Z H
I�'. EXISTING: AGRICULTURE Z 1 W O
(9145 SF, S e,. a - To LOT 17 I ''0 I PROPOSED: SINGLE FAMILY .,Z =W F
•••I �0.01'_ -_ 60.01'- o _ 60.018'37'15 E 533 37= TOTAL -- _ 60.01'-' I_ SITE AREA(GROSS): 8.21 AC(357,628 SF) 0 Ll
)
d __70.99' (0 211 70. 3y�2 �5'10.00 ( 60.01' -.-•
__..__ 20.OT 30.00' m 88.01'R/W V/O o U
0.21 AC) ��yy////0
I Y 80.01'- -.503.37' o II LOT REQUIREMENTS: �/ F
CO.28'ASH -- AAA , T 70.48 j I MINIMUM LOT WIDTH REQUIRED: 45 FT W
00_ I \ I m MINIMUM LOT WIDTH PROVIDED: 55 FT O
F I II
\ I . MINIMUM LOT SIZE REQUIRED: 0.18 AC(8,000 SF) 1Y
W I I F I I I , MINIMUM LOT SIZE PROVIDED: 0.19 AC(6,065 SF)
D: , 20'PUBLIC SANTgRy ' Y Y
LOT 11 I I I I n AVERAGE LOT SIZE: 0.21 AC(8,981 SF) m
O m (9122 SF. c 10 SEWER EASMENTI I I I I •
I m .� .� m Y Q I I PROPOSED a
0.21 AC) C ROAD BUILDING SETBACKS:
I
I I g MARKINGS FRONT SETBACK: 20 FT y
I I I I I II I , I I -) REAR SETBACK: 15 FT 2
I 1 , I I SIDE SETBACK: 6 FT W
--0 _ 16564, < I LOT 20 I LOT 21 I , of I ^I I 'I: EDGE OF CORNER SIDE SETBACK: 16 FT
n
LOT 19 (8107 SF, nor LOT 22 LOT 23 I I•
1- PAVEMENT
__ ___ I LOT 18 �I (8126 SF, LOT 24 FRONT GARAGE SETBACK: 20 FT
---- (8065 SF, 0.19 AC) (8180 SF, 8235 SF, LOT 25 LOT 26 / I o =" y 0 y
(8080 SF, 0.19 AC) vMil ml ( nl (6289 SF, LOT 27
0.19 AC) �I ^I 0.19 AC) I (83430.19SF,) o I I- U I-
0.19 AC) 0.19 AC) M, 0.19 AC) v?I (8398 SF, yl 10088 SF, -<�"
^, fi47 I 0.19 AC) ml ( ,DI I I f OPEN SPACE CALCULATIONS: F W m W y
08 0.19 AC) ci, 0.23 AC) - ;v GROSS LOT AREA: 8.21 AC 2 2 F
LOT 10 VALLEY I I I
(9099 SF, Ivy CURB& I I I , ^I I .� 1 10%OPEN SPACE REQUIRED: 0.821 AC 'M p w y
EX.26"OAK 021 AC) • '® GUTTER I ^I ^I I I.II I 2 OPEN SPACE PROVIDED: 1.25 AC 0002 2
'� SCM MAINTENANCE& + I (TYP.) 6'STREETREST I VALLEY , I I 1 I p N
COMMON GREEN AREA(20%OF OPEN SPACE)REQUIRED: 0.17 AC(7,344 SF) 80000L5,
U 2 U p y
I I I I Ii
CURB& I I / (10,000 S.F.MINIMUM REQUIRED) U I- Y Y O-
ACCESS EASEMENT 1 1 EASEMENT GUTTER I I 10'470'SIGHT I T1
COMMON GREEN AREA PROVIDED: 0.28 AC(12,059 FT) O O O U E >
w _ __. 185�22' ___ -__ ®i II kik, I I
, (TYP,) III DISTANCE TRIANGLES �y I I I I I X oU U U E'��®�`�- 70.00'� 1 I20'PUBLIC 20.e 1' STp, IA NUMBER OF LOTS: 27F 2 2 2 f NWW W W W" 63.00 - g2' 6' g pin� " _ 60.00' 60.00' I -DRAINAGE EASEMENT I. CURB& IMPERVIOUS SITE DATA a a 6 1 6
\ � "' '" 60.00' R=19 50' 1 GUTTER M N N
2 II n l o -Im,�` '6.' 60.00' I n (TYR) N N N N W
6'STREET =� ..: I� ROADS(ASPHALT): 39,780 SF o N o N ~
R-19.50 -TREE 6'EREET .. 7259 '� ♦:. o ' N N O
8+00 EASEMENT - �- - - I ALT o 0 o y
1 11 EASEMENT I -t + £ SIDEWALKS: 11,765 SF
6+00 - - 1 $ - -� _N MAELYN WAY I
I ♦ _®m7- _ 5+00 N t TRANSITION FROM VALLEY 1L, I �, p CURB AND GUTTER: 5,540 SF 1n v �a a O
• I. I I®ee4!�6leee0®®®i .a..., ..„. - n +I �� 4+00 3+00 STD.CUR2.-6"GUTTER
&GPUITER 'I �-J-- ,"^i z I =
. ) 1.'eeeee 010.40ieico
T. `\ �/� - 50.52 T - -, - 2 2 I w GREENWAY(ASPHALT): 2,410 SF Y m
4ee44ee4ee044e ►\ �!� 6200 00
f.' - { e4e444ee1®4e444e 20'PUBLIC DRAINAGE EASEMENT-.�\ 1® ® / '62.00' '62.00 --'6200'' n'\I =" m � LOTS(75%IMPERVIOUS ASSUMED): 181,422 SF m G
4leeeee444elee "• ►• .-_ss.as .. .... o, 1 ¢ 3
PROPOSED ROAD DATA Y
T.. 1 leeeeeeee14eeeeee I R.19.50' j li) 11 / I _ \ . f ame444444eeeeee®1 R_,9.5De II' IT ' Ii R19.50' EN. O =
, oT CEI I N/ERLINEUNEAR FEET OF STREETS: 1186 LF Z Ulee e , I II 20'PUBLIC 28.17I' I 'Iel444l4!!!l441 / 'Z
t0 I I I I DRAINAGE EASEMENT I I 4 T ROAD WIDTH: 24 LF �' W
e!lies111441i`41PORTION,d/'yylI 1I n a a
�'. i I elliiC'elielee iY LOT 9 <I inl / /�' 1 V I I I PER OBCPi499 PGM499'-II ii G 0 W G
C LOT 8 / I 11 RIGHT OF WAY: 50 LF
I
t I!!!e!f"`ileee (8717 SF, I LOT 7Irl g I r1'4!llef�_ease! 0.20 AC) (8736 SF, un-I (10138 SF, h V LOT 6 ,+' el - I ^I 1o'x7o'SIGHT I N v
`1 1 Illeee,®�� ®®®®®f 0.20 AC) 0.23 AC) a ii
(10173 SF. I LOT 5 0l LOT 4 00 I DISTANCE TRIANGLES II II®®®®elos�evssAA 0.23 AC) al (9108 SF, l (9128 SF, ' LOT 3 nl LOT 2 Is ` I o I0.21 AC) y1 (9148 SF, �, LOT 1 g I I d I Z 0.21 AC) 0.21 AC) (9188 SF, pl (10295 SF, _
20'DRAINAGE '4e44ee44444e44 I I �! +W ^I 0.21 AC) 0.24 AC) .'MAT sN N m
FASEMENT�, .. ''1 44l44e4e444!!i ' (,' -� , ^I ^I ^Io = I o cai
d sees®e44eeee4e4eeeee®eleeeeC I WIDT�H�MAI��mfV CS 'T o OI I
y
-��.4,/3vI 1f ee444444ee44ee I KIOSK `\, I I I I N
ia•1�3.�� / _ -_L-IDU¢' 1' ee4eeeeeee4eee EASEMENT ' I I I 1 ? y
C `p _r __ _ 1 106.91'2 --_ E/P _;i8_38. ®e,e®e®e4eee4e®e®eee®� J I J O�� I -'
N 1 --_ RCP_ •�oorol+ 60.00' - 50 00' ' I 2 i Z
c ____ 60 64.00' I _�I,II J I J I I
_ _ _ el N8727'237Y 828.39'(TOTAL) I - -I I I I 0
Tr . 62.00'
EIP I 151 RCP I T '}j�e' lir
_ 64.00' 798.37' 62.00' 62.00' 82.00' 0'MULTIPURPOSECONTROL CORNERILT _ - 72.07 PATH Q
y NC GRID(NAD'83/2017) YARD INLET OPEN SPACE C GLENWYCK COURT ROADWAY,CURB AND I _
COORDINATES I / T 27.40' �_
'a-' M 671307.8040 FEET I TOP=467.25' (0.95 AC,#### EX 8"PVC WATER MAIN GUTTER,AND SIDEWALK TO TIE INTO / �- OPEN SPACE B: O
E.2051382.6170 FEET INV.IN(E)=464.34' Sr) YARD INLET THE BROADWELL TRACE SUBDIVISION I 20'TYPE C THOROUGHFARE I ¢ U
rn INC OUT(W)=464.18' I I TOP=47377' SIDEWALK I I / / BUFFER(0.09 AC,3938 SF) LEGEND U J
•
23 I 22 INV. OUT(W)-470.76' I I I I I Q 0
_ I O O I 2/ I - I i I / EX.33"ASH """��'""" O w ...__...._ n I CA r fN/ST/ryG'R/CHf OF WAY m I OPEN SPACE / MO Z
74 I / / I EX ELECTRIC POLE IEX ELECTRIC POLESO
/TOP-
-4598'I 13 / / EX GUY WIRE/ o o
I / o cos-d„ Z >
11 0 9 A I,hp a Z
e 1 _ Q 28.00' _ / / O I T E 17 3 0
e4 p / ITOP=4se.ss'� / �N CARD.'•. J /�T� W d p
a PQ �: A A ,7 I / / I .���Of ESS/O,y�� :� IdaW J z U
a - -L / / I -=Q SEAL``�=/� Q /O�
D <'� \ FfS=455.5 t' \ O8 036908 o N V j �.
- - /. �_ \ G / / I GAS VALVE I }} -'•� .�GINc"� , O Z'O a p 'U TRACE SUBD/V/SION ---1.-
......._ I GAS TEST I 51 4'1)jj�- LL
¢ A O n -_"��" "\ G - Ng A FIRER OPTIC
MARKER I 01/IQ.B+V 0r 104/23 LL n Z 0
- � ' I I U
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d �_` \` \ u-. NO FLOODPLAINS EXIST ON-SITE A 0
I
WLL� G30o0oG�DG II, LL
Q I
/ \ \ ry 52'PUBLICRIGHT-OFWAY III I NOTE:ALL CONSTRUCTION ACTIVITY MUST BE IN I�I
9.00' I zz.00' zz.00' zz.00' e.00' ACCORDANCE WITH THE ACCEPTED POLICIES I V W
II
I OF THE TOWN OF FUOUAY-VARINA AND NCDOT
n 31 / CONCRETE CURB(TYP.) I I
W
x 0ELECTRICEPEDESTAL I SCALE IN FEET W T
HANDICAP ACCESS AISLE DETAIL / LIGHT w W
lFES=454.40' 1
EX RIP-RAP I 0 20 40 80 120 160
TOWN OF FUQUAY-VARINA PROJECT NO. SUB-CD-2020-12

12019 BASS NIXON&KENNEDY INC.EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER.NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS NIXON&KENNEDY INC.
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CONTROL CORNER
NC GRID(NAD'83/2011) I 0\ i I COORDINATES EX ELECTRIC POLE
J` I N:671780.6370 FEET I
\ E 2051397.5170 FEET
ONE
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EX.20"OAK I I I LOT�14\ 1 1 r� r-- / \ I 10 U
(919 SF, - f1• LO ,5 I EX WATER VALVE /, 0.6 Z
II I 'I I I 10.21 IAC) 1 1 1 , II , 0. 4,1 \ (0_I AC) I / 3 _ W T...
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II 1 a \ ' I SEWER , I \ I .I , 'I E,
II I I ,.,I ` I LOTS LOT 20 LOT 21 LOT 22 111 EDGE OF y O y
L BOBS SF,\ / LOT 19 I (8107 SF, (a126 SF, 8,T 2S LOT 23 \\ LOT 24 LOT 25 I / I PAVEMENT $"
III \ -��\ iilj (0.19 AC) (8080 SF, I 0.19 AC) m (1.19 PC)I I (0.19 AC) I •(�235 F. I �(8289 SF, LOT 26 F LOT 27 I I I H U H
I 0.19 AC) 0.j9 AC) I j�19 AC (8343 SF, I (8398 SF, I (10088 SF, I
LOT 0 : I FIRE HYDRANT I I.
EX.26"OAK (9099 \ I I ASSEMBLY(TOP.) I I / L I w 1 C 1 W y
III \ \ �21 AC) \ �' )\ �1IL I _r' I 'I I \ I I I / I 12'z8'TAPPING I //\ U 2 U 2 I
P \ \ \ \ I\ \ �A� II�; , I / , �'>> l v' , I� , SLEEVE AND VALVE I,I 4I \ 0HfHO\} I �u _ IA I \ I ', JI UO'� \ I -44•,1 I\ �, , f I IN II \ �0/ / / ,I ` I ♦ G G G U_
IIIII 111 ---_ 1_ __ _. ._■■VI \`YL\� (2)45'BENDS \I/ / H �I I I I I 4"SEWER SERVICE I / I I ✓ \ I F 2 2 2 U
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III I I , \ ..I I 1- ' 7 ta4a�! � �- �- € - -4+00 � C / �3+•1 a, ��,H 5 " 1
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I I 1 \� It 1 1 I I ae COMMON GREEN AREA a I I I FIRE HYDRANT sr I ~ ( I WITH 5/8"METER(TYP.)-� I f z /I ), .�I II ' CEN�RLINE a U
t ai (12059 SF/0.28 AC) ' I 1 o ,` ,`' I ASSEMBLY(TYP.) 'ICl / I 1 \IIiaaeeeeaaaaaaa/ I ' (Ti '+ 'O \ I r I / I / .I'-II10, I 4. ill I \ INW d1 1 I 11 Oaaaaailaaeaa®I / I I I a / PORTION, 1I ,a4aeof'eesasaa T sI �\T/ 1i V I/ A ' I / :/1 30'CP&L W.EM£r1T I i,I1 it I o o tr
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E NC GRID(NAD'83/2011) YARD INLET \ / _- �_ - / , \
COORDINATES I I I I I - _/ \ / �_
N.671307.8040 FEET I TOP=467.25' EX 8'PVC WATER MAIN r T� TI � Jr ( I ¢ 6
E.2051382.6170 FEET INV.IN(E)=464.34' YARD INLET SIDEWALK 1 / / r ( I J g ' \ Q v
y I INV.OUT(W)=464.18' I I TOP=473.71' I II I „\ I - U23 Oi. INV. OU7(W)=470.76' I I {IO.OU�R, III1
w / I / I I / EX.33"ASH /- I J I I11\ I W O
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n YARD INLET I 16 15 I EX ELECTRIC POLE TOP= �_
70P=456.86' I I I I O
INV.IN(E)=453.85' I CONCRETE CURB 459.85'
INV. OUT(NW)=453.09' I I I a SANITARY SEWER I MANHOLE I 14 I / / I EX ELECTRIC POLE \ III \ O C Z m
(VALLEY TYPE) z TOP=477.18' I / 55 7 G
I I I I 13 EX GUY WIRE ,,,,,,,,\
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I I II INV.OUT(S)=460.88' I I / 12 / I ,\ , I I\I .Ge I f
I Q W 0
BP0+00.00 I -InE `` Y Z
I I II j I¢ I CURB INLET I 11 I 10 O / I s A Z I.L Q
e 1- I GAS TEST STATION �� I TOP=472.94' I I I l 1 II / O
U -L / +1 (BAGGED)
= - - - - - I x«1 ,I•i I I I / I TOP-45B.66• I I� e CA t;.., ' ' n W 3
/ �I \\ / IIF ,6,Occ.ss8'.,A CO J z V
CURB INLET pC�QI -'_- -J� I I n1 / . Q� Ci 71 O
TOP=473.06" HH/ ,ry \ SEAL
(BAGGED) I /a \. EX HYDRANT / / /II A11 \ O Q
N \ FES=455.51' I 8 036908 N V .1 �.
EDGE OF PAVEMENT \ / I GAS VALVE I l •'-P1 ��- 2 O N
u I--- `SANITARY SEWER MANHOLE BROADWELL TRACE SUBD/WSION \ \ I GAS TEST 1 �j'jIp�?I I Z
m I �- �- - - �- - l INV.IN.4(N)02 459.23' GAS MARKER ✓ I JI I I � I B+V' 104/23 N.
Z/// \ flBER OPTIC MARKER 0
MJ�t�����k_ I- U
E I I/ I I I T - - T 1._
O oc;, I I I I °w I NO FLOODPLAINS EXIST ON-SITE A 0
m
III I WIlLLLIB/OOOOK/R I j;, aL
z4 25 \ \ ireI NOTE:ALL CONSTRUCTION ACTIVITY MUST BE IN 0
OI 26 SYPUBLICRIGHT-GFWAY nr�IIO I z7I2aI29I III I ACCORDANCE WITH THE ACCEPTED POLICIES I V W
ig
I I I I I O I 3o I 31 /I \ I OF THE TOWN OF FUOUAY-VARINA AND NCDOT_ Q
n I11.1
I I I I I CONCRETE CURB LIGHT � \ W T
x I I I I I I I I 32 STREET LIGHT I W
II ELECTRIC PEDESTAL \ I SCALE IN FEET W N
II I I II I I I I I I/ FES=454.40' EX RIP-RAP \ \ II 0 20 40 80 120 160 N U
TOWN OF FUQUAY-VARINA PROJECT NO. SUB-CD-2020-12

n2019 BASS NIXON&KENNEDY INC.EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER.NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS NIXON&KENNEDY INC.
STORMDRAINAGE PIPE TABLE I J
EX ASPHALIT DRIVE
-O ' U.S.STRUCTURE D.S.STRUCTURE U.S.INVERT D.S.INVERT LENGTH DIAMETER MATERIAL SLOPE -\\ k1 2 1 467.50 466.50 64.54 24 RCP 1.55% �' 7
ik.
/3 2 468.14 468.00 13.31 24 RCP 1.05%
4 3 469.00 468.34 50.00 16 RCP 1.31%
O T 2 5 4 470.30 469.20 161.41 18 RCP 0.68%
o '
EIP
6 5 471.55 470.50 92.00 18 RCP 1.14%
CONTROL CORNER 7 6 474.00 471.75 167.45 15 RCP 1.34%
NC GRID(NAD'83/2011) I GO
COORDINATES 8 7 475.00 474.20 26.83 15 RCP 2.98% EX ELECTRIC POLE
N:671780.6370 FEET
J` I E 2051397 5170 FEET 9 2 469.70 468.00 59.39 15 RCP 2.86%
r I
\ 10 9 470.20 469.90 26.83 15 RCP 1.12% \-- E---HRE •
-
\ \\ ��I \ \ I I 10A 10 471.29 470.30 99.16 15 RCP 1.00%
\ ) \ \ I I I I I I I / 11 4 469.50 469.20 26.83 15 RCP 1.12% may, R.
4- Structure do VelocityLength Width Depth Type d• m
\ \\ \` / 1 1 A 11 470.27 469.60 67.48 15 RCP 1.00% O 4•,.- IN e N
1 I __ EI$ 12 5 471.30 470.70 46.18 15 RCP 1.30% 5 I ;fa� FES 1 2.00 9.0 12 6 22 Class'B' 6" 13" 1D U
\r \III -1 I--- - \ 11 - I ` ! _ _ EX GRAVEL OFIUE FES 17 2.00 12.8 12 6 22 Class 6"-13" to
�� I I �--\ ��- I 1 __-/ \ 13 12 472.50 471.50 115.05 15 RCP 0.87%
t.1 0]
1 ----.- - FES 25 1.50 8.0 9 5 22 Class'B' 6' 13" rn
14 13 473.00 472.70 26.83 15 RCP 1.12% W Z aD O
_ AID DITCH 1 2.00 7.2 8 6 9 Class'A' 3'-6" OD
EX.28"OAK I LOT 14 rI I I 1 --_ \ 15 12 473.90 472.00 26.83 15 RCP 7.08% I � DITCH 2 2.00 7.2 8 6 9 Class'A' 3"-6" CI W =N O
\ \ 11 -� • r- LOT 15 EX WATER✓ALVE ,' O Z
I I I (0.210 C) 1 ' '�A i I 16 6 473.00 471.75 26.83 15 RCP 4.66% W W p1•-
II I I I I I I 1 \ I II \ (0.10 AC) 18 17 459.72 459.00 103.17 24 RCP 0.70% EX HYDR NT I 0/ tA Q Z 0 ¢ -
_ I III ';o I 19 18 465.28 460.22 106.59 18 RCP 4.75% V L
1 \ I\ o
= o XXQ
I II \ I.__ _ I I I\ _ / 20 19 466.85 465.53 45.74 15 RCP 2.89% I 0 ¢ 'Per NYDOT Dissipatol Schedule Fig.7 I�LI N LL U
r 21 20 467.59 467.05 26.85 15 RCP 2.00% / o Y F p W
1 I LOT 13 I I I I a^ 22 21 468.49 467.79 53.52 15 RCP 1.31% 0 N U
III I (9169 SF, LOT 18 23 22 472.13 468.69 114.61 15 RCP 3.00% I mI I �, 2
O OD
IIIII� I 0.21 PC) I II (0293 AC) /- 24 23 476.50 472.33 41.69 15 RCP 10.00% , �' Z O is
=- 1� 1__ II } �� __.--
-1-- 25 Ex RI 461.90 453.19 92.00 15 RCP 9.17%I 1 BMP#1 PLANTING SCHEDULE 0 J CC° m
a r a
IIzm
I I I / - +--T - __ 1. 1' ,II■! NOTE:SEE STORM DRAINAGE STRUCTURE TABLE FOR TOPS OF STRUCTURES WITHIN NCDOT ROW. I/ /X WATER LINE a q* IL m
I I / I /y� t j E(APPROXIMATE I,� �k a J O Z
/ / / / k / I 1 I Ia 9 / \ LOCATION L� O PI Z Cl)V/ W=Z
EX.25"ASH I/// 7LOT 12 ( \ ' / I 7 1 O BOTANICAL NAME COMMON NAME NOTE Z Q W O
• (9145 SF, ` /1` fI)1 J 1 LOT 17 / I \ \ \ 1 1 SHALLOW LAND PLANTINGS w =W~
III I III l / / 0.21 AC) n \ i \ _ I m----. \ / I EF 1W HI APA TO COCCJH HIS FISTULOSIS JOE PYE WEED 4"POT 2d"O.C.FULL BUSHY CONTAINER //1,O Q
/ I ` ' (0 z�1 � CP I \ I 88.01'R/W HC 108 HIBISCUS COCG/�US SGRRW ROASEMALLOW 4"POT 24"O.C.FULL BUSHY CONTAINER V/ V ()
I -_ 'I r■ I '.-- SHALLOW WATER PLANTINGS //�/\ -
I I I I.I Ii I ' / I I) -�' J I I\ / -�----- -_____ _� \ .L ' v NL 101 NUPH4R LUTEA SPATTEROOCK LILY 4"POT 24'O.C.FULL BUSHY CONTAINER �vr�P V M F
EX.28ilH"ASH -- II �I E �!, \ --' --T-____ ___ BA 1011 SCIRPUS ACUTUS IHAROSTEM BULLRUSH 4"POT 24'O.C.FULL BUSHY CONTAINER IL
t �1r� Ill
I
W
IIII Ili .. �` = ' t I Ty� I
LOT 11 1 I• I / \ ' \ / I I m ri �2 ri Y Y
O IIII IIII Al I (9122 SF. 7 jjj
1 II £IIY - 021 AC) \ \ \ ' �� I / I r I f\ I I I I \ I I I I 1 j STORMDRAINAGE STRUCTURE TABLE m z\ \ I I I /' r. f
I_ _T_1 YO, \ \ I 1 ` I aet� I I / I 1 INSERTION W
IIII - f' - I 4 ' I LOT 20 7 LOT 21 I �H,III I� / I I' EDGE OF STRUCTURE NAME RIM ELEVATION STRUCTURE TYPE 2
--- - - I (8065 SF, I (8126 SF, 8180 SF, 3 I LOT 24 I LOT 25 I I 1 I I f /)
_ LOT 18 I / LOT 0 015F, I (0 197AC) I (LOT 22 (8 35LOT 25F, LOT 26 I LOT 27 PAVEMENT (NOT T C g
H U H- ` 0.19 AC) �II/ 0.19 AC) 0.19 PC) 0.19 AC) 0.19 AC) I (0.?99 AC) (0.59 AC) (8398 SF, ,I- I II
� 17 66 INV 61.75 459.00 24"FES 11111
W m W m
\ \ ( I I I +a t I / I (10088 SF, IN=
IIII \ \ LOT 10 \ lift �, I I I ' �i 0.19 AC) 0.23 AC) £ Z z f
X.26"OAK \ (9099 SF, \ \ I I ' I I I 488.89 W
021 AC) \ 1 N 18 64 INV IN=460.22 NCDOT CURB INLET O U O _
L
III \ ( )\ \ ' I / / l'.> I v, I \ I \ I / I 1 I 66 INV OUT 459.72 O U 2 U O m
SCM MAINTENANCE \ I I \ I J I £ IU O-RIP-RAP N SEE TE I ��� I� �' \ 1 \ I 470.90
ffi ACCESS ppp -7.' ----
e _ I \j� r \ I I II >
II�I II �- \ ----/ �' f\��'�� -\I`-- ® / I__ 4 ' II /I� 20'DRAINAGE _ X 19 fi2 INV IN 4fi5.53 NCDOT CURB INLET F 2 2 2 f U W
EASEMENT I ._ 'a ` J I }I'C I s J1_J F zz 1
_ �___ MI It! i F
s o -_"_.w'�- =. �__ i I / EASEM M I 64 INV OUT-465.28 O D U U 6
\ I II\ 473.35 R m ¢ m ¢iCO
y
I' I .. ® -Ate® __ ! _ __sv_ ___ _ I � I g 20 60 INV IN-467.05 NCDOT CURB INLET p
-,_- •®�� �\ J __ i _ �' 62 INV 473.37 466.85 N N N ,- N W c Ass'B' . rC \ I Ian I 0 �- ���I•■Ss \tip O _ •
� 1
1 - 1 © �■_ - ■ ���- �� m ''�./ 60 INV OUT=467.59
J �a 21 58 INV IN=467.79 NCDOT CURB INLET o N o N Q
NL-101,SA-1011111117111 'P�..�11I 00 -. \r�l 8+ I N c- - _ •
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my lairorain
+ -Jir 6--_mi■a_ Io 0 0 V of O
EF-106,HC-106 1 " �"-1 e. 4"RcP 1\ .vvv_ .. _ 7+06+00 E r / 475.287 ■®■ __ - - 5+0. -1- - 58INVOUT=468.49IG a N N O� L r : ? I��1ra./ - - O` 1.1� lmr I 22 56 INVIN-488.89 NC00T CURB INLET
,, I III ��I , ®.I►06 I#e e � - _- �-0 : �+ 4 I z
II � i 000 A 004140 *0 YR
060 --- �M �. 18 'stimm 1 �," o-^iFoo T -I- 47a.zz
Gl
_ - r 1.'AAAAAAAA1iiliiif:G ►� � .F., ■�� ® �' ® 1+0 23 54 INV IN=472.33 NCDOT CURB INLET m W CO
1 •. 141100.,riAAAJ�®AiiiAAAA®CAA- • - • - . , ,".1 1: f -- - • _. �®� � R1�� • I se INV OUT=472.13
AAAAAAAt1AAAAAA �1 --•- : �sOA 478.44 ¢ 3 Q
3 o-'a, AA1►AAAOAIIAAAAAA l 1 i sae I / °` I 24 s4 INV OUT=476.50 5"FES f a m
I I 3 \ ..4\ \.. -AaOAAAAAAelAAAAAI I 20'DRAINAGE 15"RCP I y I m Z x
F I T ,- I 20'DRAINAGE 1s EN O =
ceR
, AAA COMMON Gi2EEN AREA AA I I I EASEMEM ' �' ®� ✓ ' I z 15� EASEMENT I \ k% O 1 CEN/ERL/NE U
11 SCM I - 43 /1 (12059 SF,0.28 AC) r 1 $4/
I I / I I\ \wENO AAAAAAIIAAAAAAe \ i / / I / PORnoN �I II i UAAAAAOAAAAA®
(1
n I I I `1AAAA�'AAAAAAA 1 1 ,4
I / qj
/ l / I / I 30"CP&L E9EMEr�r M o
I ' - AAAAA;*1'AAAAAAI LOT 9 LOT 8 vI')I I 1 I / I/' / I PER OB14 PG 4 9' O Q D-
lit I. AAAAAf'iAAAAAAI (8717 SF, ILOT7 / I1\ I I AIUAAAAVIAAAAAAA 0.20 AC) I (8736 SF, (1018SF. � LOTs I .' / IZ o
I a`j. , \� a ' AAAAAAAAAAAAAI a.zo Ac) 0.2AC)1 I � I (1)173SF. I LOT s LOT 4 / / '�I `e \1I itpA l 0 AAAAAAAAAAAAA I N �,II ,„ (9108 SF, ILOT 3 f/ 1 0.23AC) ``II� (9128 SF, /I ILOT2 1vIy / \ ! - AAAAAAAAAAAAA' I I I / •Z X0.21 AC) / 0.21 AC) / (9148 SF, I (9168 SF,// I / 'IAAAAAAAAAAAA / I0.21AC) (1029515F, o z Q° 1 X `� a �P6 M; 1 AAAAAAAAAAAAA q W yI o.1 Ac) oza Ac) /I I , o> OAAAAAAAAAAAAA 4 -"I 1 / I / N m® OAAAOAAA�OAOOOAI / �11I CS ✓ / U ' q 0 °
‘ ( 1 TtAAAAAAAA wa I / 11, obi; /r I / y / y I -"" I B
L / IAAAAAAAAAAAAAA I ,I �1E�1�� i r I 6
s AAAAAAAAAAAAAA / �I �1,, I / / / / i ✓ ,p�--- 1 p
- RC 1,000.4100400004000
-T -J ® I /
- I r�_ I I- / _ \_'- EIP - • A♦�`Ay♦A`A.A��,A`A.+d I I O�I�f I J J I / I� // X 1 i 1 4691 I d^ 0 ,
m -- /i_/=_ '-
�_ �- ' /i !;e �Ikk' --� / / J I E----f --1� I_� / 1 I I\ I , z
SI EIP I / \ �15 RCP --1---
I Z Z- '!r :III / / / �/ ��___.� a6T I L.. _a1 a
e CONTROL CORNER / I \ \ \ \ ,. IS / _ ___ / \ "' AI Q
v NC GRID MAD'83/2011)I - YARD INLET \ / ` - --_ _ / '( t 2
COORDINATES TOP=467.25' I I I I� I �_ -/RIP-RAP APRON(SEE NOTE) ((
N.671307.8040 FEET I EX 8"PVC WATER MAIN I TI � r �-
e E..2051382.6170 FEET INV.IN(E)=464.34' YARD INLET SIDEWALK / /r / r 1 1, 1,„ _ acINV.OUT(W)=464.18' I I 70P=473.77' I 1 / / ( / / /\ I\ UJeI O I 22 I 21 INV. OUT(W)=470.76' I lilb / III l / I �i I I W O
n YARD INLET 23 O I 0 I 19 I iB - II�I >N 1 I EX.33"ASH EXlS7/ry�i".RIGHT OF WAY 4 1 J
TOP=456.86' I "'4 1r O I I I L Q
INV.IN(E)=453.85' I I I I I �I 16 I 15 74 ' / / EX ELECTRIC POLE 110111 I TOP= Z
INV. OUT(NW)=453.09' I CONCRETE CURB II I SANITARY SEWER MANHOLE I I EX ELECTRIC POLE \ I 459.85' Q
O2 m
I I I I (VALLEY TYPE) I �l z TOP=477.18' I 13 I I \ ` O Z
II� EX GUY WIRE
I NV.OUT(S)=460.88' p 1 I tat LENGTH x 6'WIDTH x 22"DEPTH.USE CLASS CC N cc O cc
II I I I BPo+00.00 �' II;�, I I ' / 12 / I 1� � � I "B"STONE ON FiLTER FABRIC.D50 STONE 8"-13". Q U O
III j I¢` I CURB INLET I 11 I 10 O NI /dne Z � Z
I TOP=472.94' I
L I I GAS TEST STATION I_ 1 (BAGGED) ' / / I `M``� O_
- - - �` LU
- - / / "� I - - I I TOP=4se.ss' /N11 - ��N FARO'•., J W d H
61 `\ I / / YYYr- .O OfESs/,.;„ 's, m J z V
E - CURB INLET di
\......,... _ _I_ -J� - / EXTEND EX.15"RCP ' I' N\ s �=Q� �'�' O a
>_ TOP=473.06"
U VI Pry EX HYDRANT / NEW INV.=458.57 SEAL Q
(BAGGED) N FES=455.51' 8
EDGE OF PAVEMENT I / (4 LF OF 15"RCP) \ O CC
036908 N U j
p \ \ / I GAS VALVE I I y� •'•4) .eAGINcc'�•� L O U)
r-- SANITARY SEWER MANHOLE BROADWELL TRACE SUBDIVISION \ I GAS TEST J ( �j�jIp�?1,
•? I �- �- - - �- - INV IN.4(N)O=4s9.23' GAS MARKER ✓ I / \ � Q.B+V' 104/23 n z Z
r
\ flBER OPTIC MARKERM
C.)
E I I I I T - - T 1..._
O oc;, III I °w I NO FLOODPLAINS EXIST ON-SITE A O
RIII I WOLL E OOOOKDRf j� u.
z4 2s \ \ ire NOTE:ALL CONSTRUCTIONACTIVITYMUST BEIN o
OI 26 52'PUBLICRIGHT-OFWAY nr�IIO I z7I 2a I 29 I ill I ACCORDANCE WITH THE ACCEPTED POLICIES I V W
I I I I I O II 3o I 31 // \ I OF THE TOWN OF FUOUAY-VARINA AND NCDOT_ Q
n I I I CONCRETE CURB LIGHT � \I I IW T J
x I I I I I I I / 32 STREET LIGHT I W
II I ELECTRIC PEDESTAL I I SCALE IN FEET W ('I'
II I I I r/ FES=454.40' EX RIP-RAP \ 1 II 0 20 40 80 120 160I I I I I N
TOWN OF FUQUAY-VARINA PROJECT NO. SUB-CD-2020-12