NCC233747_Site Plan or Location Map_20231220

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50'RIGHT OF WAY 0 0 0
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. . . . . . . . . . . . . . . . . . . D.B.5104. .3 U+ N F.3
B.M.1987,PG. 4 n M F.O
PIN#1802-01-519 �M 8"CABC aV
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CUT \ ne
EIP' 21T L-2 . e,EIP - �• ..::.: v.::: •.: , f
. . . . . . . . . . . . . . . . . . . -. FILL o0
CA 123
2o'PUBLiC I RESIDENTIAL STREETS J _ N�' SITE N i
. . . . . . . . . . . . . . . . . ;§ DRAINAGE /\ TYPICAL CROSS SECTIONINII f
- - - - - - - - - ro ESMT 25'TREE 8 VEGETATI \ .o
19 18 \ PROTECTION ZONE O
cd
'100 YR FLOODPLA• uNj O I NTS x IIIC
goA P z-N-.-.-.-.-. EVICE#5 =12,000 IA=12,000 SF. 6�G 9 N 2N S546 YR FLOQ4PLA 1 51,844 S.F. 41,746 S.F. (, / \ rim c,N F 'EALD MIA SF\\ M \ \ I zz
1 \ 30'PERIMETER �/ \� � " .-..... "FFxFr. 002 "11rCA ./
20'PERMANENT I `` �` BUILDING SETBACK I I I I I /7 - 23 ``\'\\'` RO(/,
• • • • • • • • • • • • • • •
CONST.AND '�� / 1] !/1 I I`I \ e'ABC �0�.• F.SS/Q•1•�'�:�.y'.
MAINTENANCE +• \ N/F /� 2•SF9.5B SUPERPAVE ASPHALT _ Q� `YS
ESMT I E ANEN \/ \/ 45,584 S.F. I \� WILLIAM J.KALIA < RI�PE SPACE V '�1 MIA=12,0008F. \ EIP N. \//\ \ 8 PATRICE J.KAL<1ZA \ SECTION nA $R 1634 SEAL
30'PUBLI6 1.3 AC. \ \ N. \ \ \ D.B.7042,PG.87 a N -gA 22024 11-
DRAINAGE a
\- \ B.M.1994,PG.31
m/ACCE ESMT •_. �� `Z \ \ PIN#0890-85-153 SYMMETRICAL CUL-DE-SAC ' o •FN �•
.TREE 8 VEGETATION 20 / 16 \ ® �\ 9 \ \PERMANENT \ WITH NO CURB AND GUTTER - .- �'
PROTECTION ZONE iii
52,312 S.F. 44,353 S.F. \ / \ F]PEN SPACE 4'X4' NTS �I
MIA=12,000 SF. MIA=12,000SF. /ye \QI' I \ \\4.39AC. \\ 30'WATER SUPPLY I D COLUMN I / P10 03-202\/ 00 YEA"" .EVICE#4 \ rs�&� \ / WATERSHED BUFFER I
20.PUBLIC /1''''
/ / EASEMENT eft HeRMANEkJ AS •PERSACRE DRAINAGE •
DQNSTAND \ ' GATE ;�- VICINITY MAP
. . . . . . . . . . . . . . DRAINAGE \°' ELEV.=327.44� AREA REQUIREMENT
ESMT ry / O /n� / MAINTENANCE\ � co
15 \ /\ (\ ESM'T \ 20'PU!ic ,1/J NOT TO SCALE00
21 '7 \'o 42557S.F. > ' \ DRAINA E 'L!
/ / MIA=12,000 SF. ��// �0 62' \ ESMT ra\\ / 25'R O
30.PERIMETER- ill/ MIA812000SF. " ,s/- \\ �`T '\- / \ \I �l / alr. 25R '""��w O N.
BUILDING SETBACK /� �a/-+ \ / %7// \p', l _�/ /',�_,
1W��/I \/ //\ y� N/F \ O:R lVI eoc:or.uvo C� (]I�-�
. -z4z� J= "N� \) / / i' 1 DANIEL E.OLSON 0'R JV%/ . RIGHT OF wnv- II Z ¢N O)
F + 0 C // / ( B VVETTE R.OLSON I uNe� I� O 00
I \ D.B.18234,PG.2044
UNITED'. �SPG.381ERICA I �a 14 13 'EIP \ B.M.1994,PG.7434 fL : ~ Ok O
I\I 62,131 S.F. 25'TRE &VEG T N - ~ L'1
•:7,PG.884 -1 22 "1 MIA=12,000 SF. e 76,310 S.F. 20.
C PROTEC oNzo \ \ PIN#0890-85-2180 I I PLEASANT UNION CHURCH ROAD ••
0 /� 0 Y Lei
:02-01-5192 II l MIA=12,000 SF. \ N� •-_,Qi`.
41,3 SS.F. ACCESS • ROADC% a 4% cn o a
1 MIA=12,000 SF.II^ I J . / ESM'T N \ \ \� I I PROPOSED GATED ENTRANCE • . ` F TWIRL or war O Q U
�45- _` J / 12 / \ ' 20.DRPUB,Ic ��V \ I I GATE SHALL HAVE METHOD 1�xtl Z =o
9 wexr r`; DRAINA \ FOR EMERGENCY VEHICLE INSET MAP. . . . . . . . . . .
Q `Z
•
�5 83,499 S.F. / ESMT ACCESS PROVIDED AT GATE SCALE:1"=40'
I Px70_ / i= N/F \
m SIGHT -•O MIA=12,000 SF. \ LARRY J.MOBLEV / • wrv. wN. wv. 4`0""`"'siuh tuv�L ur:ul C� U Z p
- - - - - - - - 1 ' I TRIANGLE . \ +.', A \ D.B.6656,PG.525 N. ceu ns usrs Z
J 23 �SFO / 11 \ m B.M.1994,PG.1434 / uU MCC.FROM rot
20'PUBLIC a/ I^ I / q Sp, PERIMETER IW C2n
DRAINAGE 42,968S.F. 6t` ,per / 47,750 S.F. ILDINGSETBKPIN#0890-84-0992 t`1'-
MIA=12,000SF. 'I O / \ "`j' /J MIA120005F. WESMT I 44,048 S.F. 0 YEAR HA/J / Z '-
� - ImL1A=12,000SF./ OEASEMENT \ WATER SUPPLY WATERSHED BUFFER CROSSINGR Model 1570(F)cBu
\ LEtl-349.33' \ 7. zDriveway crossirgsthat access single{amity tlwellings,provitletl: W WIT68f 42,588 S.F.MIA=12,000SzTThe use of sin drivewa for multi bts ma be necessa ps ry O
I \ \ ::\:(1
9e Ys Pe nc ry �E-BQX UNITe _ w tCr)
. N m1I24 \ 110N/F \ 1.na alternative to their location in the buffer(i luding opportunity far sharetla 11. . 47,0 S.F. „¢q\ B ERIC F.MUSSLER tlrtveways)exists;
MIA=12,000 SF. \ O a SHERI L.MUSSLER\ 2 buffer disturbance is no more than 60 feet wide[7]; /�43,925S.F. 42,749 S.F. D.B.8964,PG.1332 / 3.buffer disturbance is no mare than 6,000 square feet in area; ff,3B.
1 - MIA12,000 SF. MIA=12,000 SF. /$ 39`_ �&r\ �a \ B.M.1994,PG.314.the tlriveway crosses the buffer at an angle as cbse to 90 degrees as possibleLEGEND V - `/1 20'PUBLIC 10PIN#0890-74-9765 (antl not less than 60 degrees);. . 20'PUBLIC / DRAINAG 5.sitle silo do not exceetl a 2:1 horizontal to vertical h britl25 \ RMANT® pes ( )m'o( Bing
DRAINAGE& q6,3 S.F.20'BUILDING �� �O.EEs�P• SMT \\ 62,997 / and/or retaining walls may be used to meet this and the disturbance width rox cau
ACCESS ESMT ®#■ \ g MIA=12,00 standard d =FLOOD HAZARD SOILS
MIA=12,000 SF A ,/ O \ \\ / );an
` 20'PERMANENT SETBACK LIN- / EASE• / fi_all culverts are designed and constructed for the 25-year storm event or as - s*nNo.xos:a:unn amr FOR LOOM AND COLLECTOR MINIMUM oiaErvsioas nxouao Crxnour
50'NEUSE '� lam\ 52,390 S.F. otherw se required b Wake County Environmental Services CONST.AND 1 _ ELEV.= r MIA=I2,000SF. � \ y (y uxe:r..cr as,^ucoo:SUBDIVISION ROADS m oasn rnory aar:iaN vvo
MAINTENANCE ESM'T I �RIV R BUFF R-10T 0'WATER SUPPLY ds
I `' ♦ 7 WATERSHED BUFFER\ \ Road crossings(public or to roads),provided, FIGURE 1 u
gs(pu private )
� I �T8E �7._
1A�SR PER5ACREDRAINAGE /� \ \ / =PERMANENT OPEN SPACE CBU PIACEMENT FOR SHOULDER SERION RESIDENiIAt LOCAL AND-
' I DEVICE#3T�, / � \EAEEO EMEINT >/ \' / 1 no al[emat ve to their location n the buffer exsts COLLECTOR BUBDIV1810N STREETSEIP1 - j \ \ \\ \ 2_buffer disturbance does not extend beyond the required r ght of way or easement
/ / ti,20 PUB C "�IA=124000 \ \ -"151' \ BARCLAV MANOR ASSOC INC 0 Met wide;
3.buffer disturbance in no oeeis more
no more Than
than 9,000 square feet in area; t
IN / ,� (NTF.HMITTENTJL \ D.B.8384./1830 4.the road crosses the buffer at an angle as close 10 90 degrees as possible(and
//v R JI _ �CEBSES�� 5 / O g,M.1994(PG.31 nDtleeethan6Ddegree9); SITE DATA-TOTAL -
Jl 20'BUILDING 2U6 "1,'‘'),,' O.. / \: PIN#08 -84-0237 5 side slopes do not exceed a 21 horizontal vertical ratio(bridging ng and/or retaining
SETBACK LINE 41 340 S.F.
EEK�� / 484055.F. \ x'6p MIA={2,000 SF. / \\ walls may be used to meet this and the disturbance width standard)and -SUBDIVISION#=
`f7^1, \. 'EVICE#2 MIA=1'L,o00 SF. / `SO. ^P/ 6_all culverts are designed and constructed for the 25 year storm event or as -TOTAL TRACT SIZE=56.19 AC.
'IP S. l I 1 C J / \ Is ,f 20'PERMAN 27 (,i11, /° otherwise required by Wake County Environmental Sery ces. / T SHOULDER a s -TOTAL NO.LOTS ALLOWED=28 LOTS -
\ AJ CONST.AN. ,�w`r° o
\ 7� - \ \ �• / O / I worn WIDTH -OPEN SPACE REQUIRED=14.05 AC.25%OF TRACT) WUN
_ INTEN C ESM'T 42,204 S.F. \/ \ (
_ / \ y \ MIA=I2,000 SF. 71,4635.F. / 251 -TOTAL OPEN SPACE PROVIDED=18.49 AC. woN zF o
\\ \ \ ;!� - `/ 20.PUBLIC ep, \ MIA=12,000 SF. \ ��oz w 3 -
T �� \\ �� �\ rRAINAGE \\ / •
PERMANENT \ I ( us% g% i180r -TOTAL NO.LOTS=28 u N u d
NEW 50,' ATEF�S'GpPLVw o IR
\ \ _ v�iATER$11iiED BUFFER TO\4 ESM'T \ \ OPEN
g6 AC.SPACE \ \ o -AVERAGE LOT SIZE=1.16 AC.(50,591 S.F.) p¢V" a w a z a
IN/F \ \ �E ESTABLISHED AROUND 28 \\ ro \ I oR 3% -few -LINEAR FEET OF STREET=4,517 LF W aow o a o a
JULIANNA O.WRIGHT \ )S ORM ATER POND 1'/FT '' J
&JENNIFER K.WRIGHT I PERMANENT 40,387 S.F. EA +ENT \ % -IMPERVIOUS IN STREET=2.07 AC.(90,340 S.F.) <mw aI
I /\ \�\ I I (OPEN SPACE MIA=12,000SF./ \ \
D.B.13664,PG.2493 20'Pu6Ll E .=329.55' N/F \ SHOULDER SECTION -IMPERVIOUS IN WELL 1=0.30 AC.(13,068 S.F.)
B.M.1987,PG.1872 I j
PROPSEDUS i�D@AINAGE8 BRAIN G.JUNE \PIN#0890-63-5915 CONSE�'ii�AT1 N MIA=13,068 SF. ACCESS D.B.18335,PG.2765 (\ III -IMPERVIOUS IN OPEN SPACE=1.93 AC.(84,000 S.F.)
I5'NEUSE�\ \ OF NATO WELL / §SM'T \ \ B.M.1994,PG.31 DRIVEWAY TURNOUT GRADES -IMPERVIOUS IN LOTS=7.71 AC.(336,000 S.F.)
�(2IVER BUFFER ) `- {AREAS \ - / SITE#2 \\= PIN#0890-83-2839 oa W 1.RCP
�J\ i -IMPERVIOUS KIOSK ESMT=0.01 AC.(436 S.F.)
CREEK LINE TABLE I I I IA 00P s zo':ulLowG DEVICE#1 \ - -TOTAL IMPERVIOUS=12.02 AC.523,844 S.F.
ra4D ' 5r NEUSE 1 \ \ �\ ( )
LINE BEARING DISTANCE N/F 1 ST BACK LINE RIVER BUFFER N / \ -AREA OF STREETS=5.18 AC.
\, �� 1 \ 61,932 S.F.
I JULIANNA O.WRIGHT\ \ 1 \ -• L- KIOSK \ A-12,000 S\ I wM since -PIN#0890-74-2571,0890-83-5529,0890-83-9650,0690-93-1462
A S 80°49'30"W 33.39' /D.B.6680,PG.804 \ / ))%, 1w 1 \` _- - \ / \ 11
B N 55°32'03"W 21.30' )
PIN#0890-63-8912 \ -y�'1 ( -1� - • ....LOCATION- \ \ WF / N/F -MINIMUM LOT SIZE=40,000 S.F.
\ R� ✓ __--
Z L(J \ \ �•\ BARCLAV MANOR.920 INC PLEASANT UNION UNITED CHURCH \ -MINIMUM LOT WIDTH=110'
C N 88°12'S3"W 40.46' / \ \ \ ` 1T ✓Y1..- ''''0 D.B.6184,PG.920 1.----- OF CHRIST TRUSTEES -ZONED R-80W
sAa2 QI��� O CREE _ B.M.1994,PG.31 D.B.8868,PG.553 n
D N49°30'42"W 70.91' 200'WATER SUPPLY WATERSHED / \ �' STREAM .,/t71 /- 2r N \ \ \ \ PIN#0890-83-8698 /I I -TOTAL DISTURBED AREA=12.3 AC. I..L
UFFER MEASURED 100'FROM TOP \ / __COf03T. /\ \\ \ \\ B.M.2018,PG.1161
E N 71°14'00"W 65.36' eTAlZT \\ / 1AAINTEN \ \ "\ EIP PIN#0890-93-2761 -%IMPERVIOUS=21.0 _
OF BANK ON EACH SIDE - -SURVEYED--- T\ / \ ,� / 30'WATER SUPPLY
F N45°04'48"W 123.37' \ / FLAGGED - ESMT \ ) I -SETBACKS= FRONT=20'
N/F LOCATION \ - i �\ \ (Z WATERSHED BUFFER SIDE=10' O z
G N 49°50'04"W 49.73' \ MARGARET E.GOODSON (PERENNIAL) \ ( \ AS PER 5 ACRE DRAINAGE REAR=15'
/ \ / D.B.12118,PG.1fi49 N/F / \ \ w \\� _ 2.82' L-5 EIP IF. ( AREA REQUIREMENT CORNER=20' ¢
H S 70°24'28"W 87.16' / / \\\ I F. )to,
\ `1\ _EIP S 88°43'55"E EIPI .,,EIP Z O
\\\ B.M.1994,PG.541 NIKITA C.GOOD
SON \\ I _ _ -: - ;♦1 I (n
I N 39°27'32'W 52.17' "\ / PIN#089063-9760 D.B.15526,PG.469 / - \ •F'\ sir- '',/ _ ®= L 7 ERMANENTJ
B.M.19l4,PG.541 \.\ \ \ N/F ¢$�m SURVEYED.. C - -� :0'TREEB CL p aJ N 85°44'07'W 66.51' \\\ 1 '� - _ PEN SPACE ETATION NOTES: >`` PIN#0890-73-2604 WF \_\\ \\ LEOWEN EVANS yCm LLOGITION B EIP L16 ••EIP L-15 L-14 EIP" L-13 \IP 0.64 AC. PTECTIONrQ wD.B.6096,PG.850 LL J a ECM„ E ® 4 2 UK N 79°48'16'W 30.75 \ \ / DAVIDHAV8 \ \ I3=^N o QNrERMITTENT) \• igZONEc -PRESENT LAND USE IS SINGLE FAMILY,VACANT,WOODED AND FALLOW. z o
\ NNEKA HAV \ \ B.M.1994,PG.541 _2II • /� 2
L S 79°55'11"W 62.59' \ ¢:^mom \ -STREETS WILL HAVE A 50'RNJ. F �_
/ \PIN#0890-736527 I 2 ry •o F~ Z r'-" m N m J e• CO
D.B.18127,PG.694 \ z p y \ m a rn `fin o$ NIP•T 4 . -ALL RADII AT STREET INTERSECTIONS ARE 25' O O W D
M N 87°52'37"W 52.21' \ B.M.1994,PG.541 \ G 4 g 2 L` //(` iri O m 2` V k ct cF o' •: ` PROPOSED-SIG :A
>oma 7i o-o- QQ owcD�`P flit-0! •SEMEN -ALL STREETS WILL BE PRIVATE Z
PIN#0890-73-3585 \\ p W(�
N S60°53'00"W 75.05' \ I a� Zp6 '�, I zaa°' LLOoaap QNryN � � • �' y z
\\ a LL B .a"' \ ¢':R c LL rim
m J X� I O O I g T\ -WATER SYSTEM WILL BE COMMUNITY WATER SYSTEM. 7 Z O
O N 54°34'13"W 37.51' \ R�t i w Z m a w m$ . "+ a. ♦ -SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS.
"l/ \ \ gOmmo / z�W�. Z >-U,�go Waam 100 YEAR t • U•
P S 74°40'04"W 36.07' NQ - \ \ O z o m�-- `2i ro i s 1"`";
2 F M .t EASEMEN -ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED D O cA W
\ /ppF \ \�� J Ogg;
J <1m \ KOroa WasOma ill.
ELEV.=343.3.' Al�� 2 O yJ
Q N 48°11'55"W 24.02' LINE TABLE \ R p m a / \ O ro 2.-/v I I WITH DURING CONSTRUCTION
2 NSF KARL E.LANFORD
R N 85°3T38"W 51.88' LINE BEARING DISTANCE OR/V ro I I w m g? a HEATHER s.LANFORD / • -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH Cn
\ F / \ Y 6 m a � FB•4!sss,Pc.1411 10'z70' - DURING CONSTRUCTIONH gal S S50°24'29"W 30.73' L-1 N34°44'25"E 186.45' / I 'SIN#0890-931203 SIGHT NI•..JI U -ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED J
TRIANGLE 7
T N 24°5526"W 26.90' L-2 S 88°17'29"E 381.25' / \ 5'R. �V TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL Z m 0
TOED/U N 58°50'13"W 69.29' L-3 S 47°51'14"E 476.93' / I I I I DEDICATED' " CI. -DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS /r
V S 75°28'18"W 44.41' L-4 S 54°16'58"E 94.88' / \ \ \ O DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE \l
W N 75°22'SO"W 66.06' L-5 S 88°42'56"E 53.03' \ / I �- �\ I I I \ ♦ Co CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT,AFTER r n
X S 82°46'17"W 105.19' L-6 S 01°08'47"W 3.28' ` / \ N\ \ I SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED �+</
Y N 11°32'46"E 53.35' L-7 S 88°48'58"E 104.00' FOR REVIEW ONLY- \\\ \ I I - _ -BOUNDARY INFORMATION SURVEYED BY BEC RESPONSIBLEORNE,MOSS&AI PANCIERA,P.C.
-THE HOMEOWNERS ASSOCIATION WILL FOR MAINTENANCE
Z N 54°55'40"W 63.61' L-8 S 03°04'05"E 64.32' NOT FOR CONSTRUCTION I OF THE ROADS AND OPEN SPACES IN THIS DEVELOPMENT. W
AA S 76°04'34"W 108.42' L-9 S 78°30'58"E 374.74' \\/\ \ -� -PROTECTED TREES TO BE LOCATED AT TIME OF CONSTRUCTION PLANS AND J
PLAN IS SUBJECT TO REVISIONS DURING \ ^
AB N 07°44'25"E 51.69' L-10 S 22°55'28"W 207.27' AVOIDED OR REPLACED PER WAKE COUNTY UDO. L.L
AC N O5°03'35"W 121.11' L-11 N 67°O6'04"W 494.79' THE CONSTRUCTION APPROVAL PROCESS -NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUYDOWN
AD N 28°20'17"W 53.94' L-12 N 08°39'10"E 85.35' NOTE: RECEIPT OBTAINED PRIOR TO CONSTRUCTION.
STORMWATER CONTROL AND MANAGEMENT -OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION.
BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN*,THE BUILDER GRAPHIC SCALE
AE N 76°OS'32"W 54.88' L-13 N 88°59'O5"W 163.36' IMPERVIOUS CALCULATIONS -PROPERTY IS LOCATED IN THE FALLS LAKE WATERSHED.
MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY 1so s so 3aa • -WELL LOTS PERMITTED UNDER SEPARATE COMMERCIAL BUILDING PERMIT.
AF N 13°33'59"E 43.63' L-14 N 88°59'05"W 224.33' ENVIRONMENTALES.THE BUILDER'S ENGINEER,ARCHITECT AND/OR SURVEYOR IMPERVIOUS AREA PER LOT TO BE LIMITED T0112.000 S.F. DRAWING
(AS APPROPRIATE))MUST MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. ` - -RETAINING WALLS/HEADWALLS PERMITTED THROUGH BUILDING DEPARTMENT.
AG S 83°32'46"W 75.81' L-15 N 88°31'27"W 200.04' THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY. SHEET
AI-1 N 30°29'52"W 59.49' L-16 N 88°34'15"W 99.94' AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT WAKE COUNTY TOOL V2.2 AND SNAP TOOL V4.1 WAS USED FOR ALL LLLL���-
AI N 46°50'26"W 19.10' L-17 S 17°30'33"E 431.65' AGENCY(FEMA)100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY STORMWATER CALCULATIONS. ( IN FEET) C-3
WAKE COUNTY AND/OR F.E.M.A. 1 inch= 150 ft.
AJ N 83°41'05"W 198.92' L-18 S 47°51'14"E 154.56' -
PLG-003742-2022 t