NCC230785_Site Plan or Location Map_20230322

I HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION, USING REFERENCES SHOWN HEREON; THAT THE
BOUNDARIES NOT SURVEYED ARE INDICATE FROM
INFORMATION TAKEN FROM THE REFERENCES AS SHOWN
HEREON; THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; AND THAT THE SURVEY SHOWN HEREON MEETS OR
EXCEEDS THE STANDARD OF PRACTICE FOR LAND SURVEYING
IN NORTH CAROLINA, AS SET FORTH IN 21 NCAC 56, 1600.
'�4 3.'e� ss/
/v
KELLUM B. BERNARD
12/08/2022
DATE
SEAL
L3083 o O
SURD �P
FOR THE FIRM
BOUNDARY ZONE, INC.
FIRM NUMBER: C-3534
lA'flmaSrSRaa
y w«�m..e[user..n..uu.mwM++ae,wennrinnr.n,nr me
n+rare in,.m r rr. ex.a.r •..wa.n,n nn� na..eb n.a
�e� [ii"mb°i1OFmi��m„"er`�n rr.rmi.r,e..n.r.nnw.r,
a n m� ma ..rr..rn m .roa.wr.nenrl..
m 5iln,.r�inMaWr�Y.trr�.n.N�mw�rrrntl°p�wln°Po,Nm rmMtlMb�
nr.+nwwiw.ru:w.m°:�i orw rdv« aiwx
.w �rr�rw+orirm.rwara,nrra.nimr
orw tar, erwlrrwaur.Ip'~irx. larYr [a a®rrt
IN r. n.nais°.mbnrir.e
kl mm•m,q.bMnwerorn.e.,
q.tl,wry.e.tl min
MIr �or.n'arm,.
In
GENERAL NOTES:
1. NO MONUMENTATION FOUND WITHIN 2000 FEET OF THE SUBJECT PROPERTY.
2. ALL DISTANCES ARE HORIZONTAL GROUND, IN US SURVEY FEET.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY/COUNTY AND
NCDOT STANDARDS AND SPECIFICATIONS.
4. THIS SUREY WAS MADE WITHOUT THE BENEFIT OF A CURRENT TITLE
COMMITMENT. EASEMENTS AND ENCUMBRANCES MAY EXIST WHICH BENEFIT
AND/OR BURDEN THIS PROPERTY.
5. UTILITIES SHOWN HEREON ARE FOR REPRESENTATION ONLY AND ARE NOT
TO BE USED FOR PROPERTY LINE LOCATION.
4. PRELIMINARY PLAT, NOT FOR RECORDATION, CONVEYANCES, OR SALES. THIS
PLAN MUST BE APPROVED BY ALL STATE AND LOCAL REVIEWING AUTHORITIES
FOR CONCURRENCE WITH SITE ZONING AND CODE OF ORDINANCE.
5. THE SOLE PURPOSE OF THIS PLAN IS TO SHOW EROSION CONTROL MEASURES
FOR LOTS 2215-2225, LOTS 2287-2306, & LOT 2015 (PH.12) SHOWN HEREON DURING
THE CONSTRUCTION PHASE OF HOME BUILDING. ALL MASS GRADING AND
INFRASTRUCTURE HERE TO BE INSTALLED BY TE MASTER PLANS APPROVE
AND INSPECTED BY THE MUNICIPALITY. ALL EROSION CONTROL MEASURES
FOR GRADING AND INFRASTRUCTURE LIE WHOLLY WITH THE DEVELOPER.
H wu., 1_Ae I.._m.,wna
r anrrn
• nw"vp.,r"n
• rM"4ntlwaerbnWmntraentl u•nrrnmrun
• nrrr.rrnraarmrrrimawmwrmar
• nrlmann rmn.erw,..x.nln.ar.wwkm4
N Iwnn winm4 .s�uv �tleaomi'iir)s�iexn�imn�e�
NI aaPo.r[wprwwnrarr[aw+.r
al xA�.ann.race.nnaxn..rob„n..,,r�,w.�nr.M1.w,.,+.
b � �ii'7�1 "nrlronn�ra i I iY¢wlRy
w urwac%place comuotNCDHO at 919.'P
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I A-13
9'-0• ImkIWN
SILT FENCE FABRIC
MINIMUM 10 GAUGE
LINE MRES INSTALLED TO SECOND MINIMUM 12-1 /2 GAUGE
WIRE FROM TOP INTERMEDIATE WIRES
GRADE
FRONT VIEW -
STEEL POST
NOTES: WOVEN MRE FABRIC
I. Ura'It none only wh®dMrl.ge amadoanot SILT FENCE FABRIC
exand 1/4 are ad ever"ere ofrnaour.md
flow.
5Dit, le h c
2. Rumor depautdrdimat who. .,-it,
rmedadmpmvidaamragartnma tar g FILL SLOPE
tAIndeed
. mratnln are" and to mlmve hydraulic prarun
onthoallifart
3. Inspect ails Ponce weekly and aft w eecb I" min Sea :• .
1 = O' MINIMUM COVER
OVER SKIRT +'
N -
- ANCHOR SKIRT AS DIRECTED
Q BY ENGINEER
SIDE VIEW
C IAJIVKTY
STANDARD TEMPORARY SILT FENCE DETAIL A-4
REVISED: 17 020
Temparays.dingreeommaodsoonr Sn]un WintcEarly8peiyg
Tempnmy, scaft nocmmeudeNonr for Summer
Temporary ceding recetnmadado"tar Fad
Seadlag W.W.
Shooting Ml.tuea
Seeding Mlid ro
Sped, Bata (Lb/ara)
Sprain Ram (Lblara)
9paeW Reto (Lh/eora)
19 Annual lerpedea (Kobe In
German mina[ 40
Rye Oram 120
piedmont ad Costal Plain) 5o
Seedmg dale:
Srding d.W:
Piedm1% Mq'-Aug IS
piedmont- Augl5-Dec
ekmnd beyond peMu whmr duration ofmmponryaoverunotm
Into.
Cruel Plain-Apol lS-Aug 31
Coub6 Pmm-Aug 7l-Dec 71
3
Srdhgd.tr:
Son Arordmeob:
Sul Amadoo atu
Follow mrmrrandetiona ofrnmsN or cep 2tonr/eure
Pledrnonta�Cceetal Plata- Senrryl -MaYI
epp
gPgorrod agrlrlmeal lbmmoaand l,OW lWamtye210t 0.10
° ��odmN Uncom tan and IXG 10-1040
Sol] Arrldrab:
fmSOteer
Follow rmmm®dstior ofr'1 tarn or apply 2 tralaore pound
.7calft aI limrmr and 1,0001b/aom 10-10-10 mniliat.
MI
Mamh:
Apply 4,000116/ar a now. Arad atr.w by asphalt tack,
Apply 4.10D0/lb/ama "taw. Anchor straw by rphaltwk.
netting cr a mumh enchormg tool. A disk with blade a"
Mulch:
Amp 0.DDWlbt-,ftw.A..I-u wbyrphalt-k,-tWor
nudrylr.mWchaaehring oral.Adiakwithbladaart
nadyalralgbteabe wed aaa mumM.S.robmingood.
nerlyumrghttmrbora�ram'1`>•ig arhorivgmal.
rmhoxingmoL A dhkwlm Mad" au nearly atralghl ambe
ueedasmlilehing arhoring moL
RMeabitaeaor:
SLla mumes:
Ro-temlir t{growthta notr1r11y.daRlnm.Retworl"o-frdlla
and vndob unmriietrly 11.11 lcg am -and oil.damage,
wk1r5 IWmrn ofn :toncraaMamh. lfltLnya�pb
azterWmmporary cover bayed Ina 15,ovecaadwith50
thrtina if grown is not .11y adeglata. Raeed, ra-1Milia and
lb/rcra Robe Oiemnom and Costal Plain) in lam P.brury or
mnk2r immediately Rlmw'ng.muon.od otlwr damage.
r"ly Mamh.
PERMANENT SEEDING REQUIREMENTS FOR
SHOULDERS, BIDE DITOHE% SLOPES IMAM. 3:1)
Dab
Typo
Planting Rub
Aug fa - Nov 1
Tell Foacuo,
DDD Ian/amen
Ilav 1 - mar 1
Toll Fallout. A Ah ntrad Rye
800 lbal"no
Mar'I -Apr 18
Tell Feaoaa
000 IN/aura
Apr 1S -Jun DO
Hulled Common
Nn-daignous
Ro Iha/aero
128 I1111%m {Tao
Jul 7 -AUS 1a
Ttll Faoue AND girownlop
Mlllot or Sorlibunn-Sutlan
Feeow)I See lee/S an
gruwntep Mlllul)I 70
ItyBrids a
Ibalaarn (Sergnurrf
Sudan Hybrid*)
2.
Rip the aMm arm mu. iachee drop.
3.
Remove an lore rrk, taus aerial obrmmticna, Irving srmce
4
cable smoothandunWnm.
Apply agrlcalapdAm., frdllturrand acpupboald"uniformly and tat
wt h aril (Na, mi.lre below).
5.
6.
CCorooentprineandss tillage until aaalldd-p"eeeullverizrQ turn, moombly, crubm"dbd is
$eadonafkeablyprepand Sghdy
aeedhed ando-red with ending
rQuipmmt or culdprk.8m raking.
7.
8.
Mulch immed'umly after reek .g arum nnteh.
Inepe"all seeded erau end task, rympabrrraredng nhinthr
planinngg on.1{pwmm. Ifetand eaauW he tare 8vn 6096 davugek,ro-
eambheh (bnowmgthe odglnd lime, frmill or and aeding came.
1
SEEDING REQUIREMENTS
1 1 1 1 1
fRiuBYaIDrINq:rnlrer ammrmrmmrlamrommm r�armmmmmmmNaerrrrrmllnrlma
�mrgmmmmmIN ommmmmmmmlgmmmmmm m�SmmmmmmmmlOrmmmmm"nlm6
mrRlSSgmRlm01� T 'TRD�IB?OlgmBrG11L
'IN Im�B81BImBlm - - I - 1 ; immummmOlmlg'
IRIRIgRIEDATmmESR - - i ImmMlBMmm'A'1:'
aIID:IBmmB111BmYgE - I !®gESImmB7R(ERI6
• :pIBIMmenmm0B I III®msymasImBE.
•AMIiBIm�m®m1118 a Ica®IBBImIIBI1rm1A'
91m!Rmm@IEmBA11 Im'mB11BmmGImR.
,lmmiR®IXmIBmME IlBmommmSrmm
,mmmlgmPSmmmmRla®nt
mmmmRlmmm
Immo
• :: ....:: H: .1
1'I
I
WySTANDARD TEMPORARY SILT FENCE OUTLET DETAIL
. t t
PROPERTY CORNERS
POWER/LIGHT POLE
©
GAS METER
-T-TELEPHONE LINE
OH OVERHANG
FOUND (AS NOTED)
GUY WIRE
DSa
GAS VALVE
-X-FENCE LINE
C.B. CATCH BASIN
1/2" REBAR WITH
❑E
POWER METER
©
CABLE BOX
-920-CONTOUR LINE
CNT CANTILEVER
®
CAP SET LSF# 839
o
POWER BOX
m
TELEPHONE BOX
BSL BUILDING SETBACK LINE
H/C HANDICAP
❑❑
R/W MONUMENT
OA
A/C UNIT
n
SIGN
CONC.CONCRETE
FFE FINISHED FLOOR ELEVATION
Ak
FIRE HYDRANT
OO
MANHOLE
-W-WATER
LINE
EOP EDGE OF PAVEMENT
BFE BASEMENT FLOOR ELEVATION
H
WATER METER
®
CLEAN OUT
-U-OVERHEAD
UTILITY LINE
L.L. LAND LOT
GFE GARAGE FLOOR ELEVATION
D&
WATER VALVE
@
JUNCTION BOX
-S-SEWER
LINE
N/F NOW OR FORMERLY
DB DEED BOOK
&
POWER POLE
®
OUTFLOW STRUCTURE
-G-GAS
LINE
R/W RIGHT-OF-WAY
BOM BOOK OF MAPS
LIGHT POLE
n
DRAINAGE INLET
-C-CABLE
LINE
P/L PROPERTY LINE
PG PAGE
A-14
THE MAP OR PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS
FOUND TO BE ACCURATE WITHIN ONE IN 17,079 FEET.
THIS PLAT HAS BEEN PREPARED USING A
TRIMBLE S SERIES ROBOTIC. TOTAL STATION.
BOUNDARY REFERENCE: DB 15479, PG 1623, DB 16648, PG 594
BOM 2022, PISS 1930-1934; FIELD WORK COMPLETED ON 11/23/22.
PARCEL ID - 1764-92-4050 & 1774-11-6521
THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A CURRENT
TITLE COMMITMENT. EASEMENTS AND ENCUMBRANCES MAY
EXIST WHICH BENEFIT AND BURDEN THIS PROPERTY.
PLACE GRAVEL BAGS SUCH THAT
NO GAPE ARE EVICENT
PONDMG AREA FOR
.. MENTINIII I
CUR
;;��=IOURN
FLOW FLOW
PLAN VIEW
NOTES: NOTE: GRAVEL BAG allOULD NOT
E HIGHER THAN TOP OF CURB
1.. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND CURB INLET
AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF.
SIOEyyALK
2. USE SAND BAGS OF WOVEN GECTEXTILE FABRIC (NOT BURLAP) AND FILL WITH } INCH
(OR SMALLER) GIRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
D. INSPS07 BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT
AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
4. WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET.
CATCH BASIN
SECTION VIEW
COU
STANDARD GRAVEL BAG CURB INLET PROTECTION
EPFBCTIVS:Olf31/OB
NOTES.
1. Install arR Gre w Now, prranion fence edlerrr w
nummion not eree m d1ra" vehiema m drew on uooa.
��-EXISTING
ROADWAY
2•-3" STONE TO BE USED
{SURGE STONE OR RAILROAD BALLAST)
10-FT MINIMUM OR
WIDTH OF PROPOSED
DRIVEWAY, WHICHEVER
IS GREATER.
2. Ifmud b not _,,.d Sam IM'clad" lnrehng ovr tln
than the tMa ofths vahlola dmWd be waa3ed
before rmriag dv public road r tha oanhurlon evaanee
t M magtbned Sweep "meu immedtomly'f=d is
tracked oBYW o"opublic roeL
7. MdntaM arehrlotkllr entranr {n eao"Dtlonmpraent
m.dreodlmrt flrotn laving the dv. Enosnce will
req I-pe[iodic removal oPeeduwnbladeaelane and
x ENcont with fteeh amr. Immediaelymmow en
ud/eedicum" oak ueal"d offthe lot.
PLAN VIEW
NEW'
CONSTRUCTION
EXISTING RflADWAY� 30'-0* MINIMUM
I
ILA -QRQv
_ S' MIN,
FILTER FABRIC UNDER STONE
Ei CROSS SECTION
COHr STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL A-6
rtgArl• I MMODO
CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
SF SILT FENCE
NOT FOR RECORDING.
BOU DARY
ZOIIeB II1C. AND LAND PLANNERSRS
800 SATELLITE BLVD., SUWANEE, GA 30024
WWW.BOUNDARYZONE.COM [phone]
PROVIDING SERVICES
FOR METRO ATLANTA,
RALEIGH-DURHAM &
CENTRAL FLORIDA.
NORTH
NC GRID
NAD 83 (2011)
SCALE: I "=30'
E^
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© COPYRIGHT 2022
BOUNDARY ZONE, INC.
ALL RIGHTS RESERVED
THIS PLAT WAS PREPARED
FOR THE USE OF THE
PERSON, PERSONS OR
ENTITY NAMED HEREON.
PROJECT
R21385-01
SHEET
1 OF 4

I HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION, USING REFERENCES SHOWN HEREON; THAT THE
BOUNDARIES NOT SURVEYED ARE INDICATED FROM
INFORMATION TAKEN FROM THE REFERENCES AS SHOWN
HEREON; THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; AND THAT THE SURVEY SHOWN HEREON MEETS OR
EXCEEDS THE STANDARD OF PRACTICE FOR LAND SURVEYING
IN NORTH CAROLINA, AS SET FORTH IN 21 NCAC 56, 1600.
3� �N ss/
ESS/����
'KELLUM B. BERNARD
12/08/2022
DATE
K/
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169
SF
�- -27"
SEAL
L3083 o O
SURD 6�P
FOR THE FIRM
BOUNDARY ZONE, INC.
FIRM NUMBER: C-3534
GENERAL NOTES:
1. NO MONUMENTATION FOUND WITHIN 2000 FEET OF THE SUBJECT PROPERTY.
2. ALL DISTANCES ARE HORIZONTAL GROUND, IN US SURVEY FEET.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY/COUNTY AND
NCDOT STANDARDS AND SPECIFICATIONS.
4. THIS SUREY WAS MADE WITHOUT THE BENEFIT OF A CURRENT TITLE
COMMITMENT. EASEMENTS AND ENCUMBRANCES MAY EXIST WHICH BENEFIT
AND/OR BURDEN THIS PROPERTY.
5. UTILITIES SHOWN HEREON ARE FOR REPRESENTATION ONLY AND ARE NOT
TO BE USED FOR PROPERTY LINE LOCATION.
4. PRELIMINARY PLAT, NOT FOR RECORDATION, CONVEYANCES, OR SALES. THIS
PLAN MUST BE APPROVED BY ALL STATE AND LOCAL REVIEWING AUTHORITIES
FOR CONCURRENCE WITH SITE ZONING AND CODE OF ORDINANCES.
5. THE SOLE PURPOSE OF THIS PLAN IS TO SHOW EROSION CONTROL MEASURES
FOR LOTS 2214-2225 SHOWN HEREON DURING THE CONSTRUCTION PHASE OF
HOME BUILDING. ALL MASS GRADING AND INFRASTRUCTURE HERE TO BE
INSTALLED BY TE MASTER PLANS APPROVED AND INSPECTED BY THE
MUNICIPALITY. ALL EROSION CONTROL MEASURES FOR GRADING AND
INFRASTRUCTURE LIE WHOLLY WITH THE DEVELOPER.
?68 BIRDHAVEN LANE �26
\ (52.5' PUBLIC R/W)
SF ] F-- SF \ IPF-- SF
269 \ 268
-270- 269- �
270 -Z -270-
/ II � 2215
cn
2214
269/N - 269- 269-
0.127 AC. 0.127 AC.
5,520 S.F. 5,520 S.F.
0
268- -
—SF
1001,10
268
A
�O
c r
r no
0
G
cb6 III
\
/
SF SF
N 88°44'48" E 539.44' TOTAL
5' STREET TREE \2s
\ EASEMENT 6�
\ -267- 267- -
SF
-266
-269- I -268- J r
2218 2219 2220 2221
2218 2217
-266- -266- -265-
�
0.127 AC. 0.127 AC
J � 0.127
0.127 AC. 0.127 AC. . AC.
0.127 AC. 552AC.
5,520 S.F. 5,520 S.F. 5,520 S.F. 5,520 S.F. 5,520
- + -265 -JIVu - -264 I- 264 I V -263
-267- j -266 - J � - -265
267
— -S 88°44'48" W 559.44' TOTAL-
263
—10' PRIVATE DRAINAGE EASEMENT
SITE DATA TABLE
ADDRESS
LOT #
ACRES
SF. FEET
PIN
1745
BIRDHAVEN
LN.
2214
0.127
5,520
1774-00-3834
1741
BIRDHAVEN
LN.
2215
0.127
5,520
1774-00-3884
1737
BIRDHAVEN
LN.
2216
0.127
5,520
1774-00-4825
1733
BIRDHAVEN
LN.
2217
0.127
5,520
1774-00-4875
1729
BIRDHAVEN
LN.
2218
0.127
5,520
1774-00-5815
1725
BIRDHAVEN
LN.
2219
0.127
5,520
1774-00-5865
1721
BIRDHAVEN
LN.
2220
0.127
5,520
1774-00-6815
1717
BIRDHAVEN
LN.
2221
0.127
5,520
1774-00-6855
1713
BIRDHAVEN
LN.
2222
0.127
5,520
1774-00-7805
1709
BIRDHAVEN
LN.
2223
0.127
5,520
1774-00-7845
1705
BIRDHAVEN
LN.
2224
0.127
5,520
1774-00-7895
1701
BIRDHAVEN
LN.
2225
0.145
6,327
1774-00-8845
ALL LOTS
JURISDICTION
TOWN OF WENDELL
TOWNSHIP
MARK'S CREEK
RIVER BASIN
NEUSE
WATERSHED
MARK'S CREEK
WATERBODY INDEX
27-38
RECORDED
DB 15478, PG 1623
BM 2022, PG 1932
J
z6R` BIRDHAVEN LANE
(52.5' PUBLIC R/W)
SF
\?6S
-�65- -
2222
- -264-
0.127 AC.
5,520 S.F.
- 262-
r- �, r-iv u
THE MAP OR PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS
PROPERTY CORNER
S
POWER/LIGHT POLE
©
GAS METER
—T—TELEPHONE LINE
OH OVERHANG
FOUND TO BE ACCURATE WITHIN ONE IN 19,290 FEET.
FOUND (AS NOTED)
GUY WIRE
DSa
GAS VALVE
—X—FENCE LINE
C.B. CATCH BASIN
THIS PLAT HAS BEEN PREPARED USING A
®
1 /2" REBAR WITH
POWER METER
©
CABLE BOX
-920-CONTOUR LINE
CNT CANTILEVER
TRIMBLE S SERIES ROBOTIC. TOTAL STATION.
CAP SET LSF# 839
o
POWER BOX
m
TELEPHONE BOX
BSL BUILDING SETBACK LINE
H/C HANDICAP
❑❑
R/W MONUMENT
OO
A/C UNIT
n
SIGN
CONC.CONCRETE
FFE FINISHED FLOOR ELEVATION
BOUNDARY REFERENCE: 1WORKG 1MPLET DONPG594
BOM2022,PPARCEGS -
Ak
FIRE HYDRANT
OO
MANHOLE
—W—WATER
LINE
EOP EDGE OF PAVEMENT
BFE BASEMENT FLOOR ELEVATION
❑w
WATER METER
®
CLEAN OUT
—U—OVERHEAD
UTILITY LINE
L.L. LAND LOT
GFE GARAGE FLOOR ELEVATION
ID-1IELDWORKCOMPLETEDONII/23/22.
PARCEL ID-1764-92-4050&1774-11-6521
D&
WATER VALVE
@
JUNCTION BOX
-S-SEWER
LINE
N/F NOW OR FORMERLY
DB DEED BOOK
THIS SURVEY WAS MADE WITHOUT THE BENEFIT OFACURRENT
&
POWER POLE
®
OUTFLOW STRUCTURE
-G-GAS
LINE
R/W RIGHT-OF-WAY
BOM BOOK OF MAPS
TITLE COMMITMENT. EASEMENTS AND ENCUMBRANCES MAY
LIGHT POLE
I®I
DRAINAGE INLET
—C—CABLE
LINE
P/L PROPERTY LINE
PG PAGE
EXIST WHICH BENEFIT AND BURDEN THIS PROPERTY.
-SF
265
s
0.127 AC.
5,520 S.F
262-
SF SF
—9
-264-- 264-
III
II III
I
_ II
I I'
2224 2225 I V cn
0
-263- -263
N Tl
0.127 AC. 0.145 AC.
5,520 S.F. 6,327 S.F. I I m
I II o
I
I o
III
262- -262- J I
CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
SF SILT FENCE
NOT FOR RECORDING.
O�
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Ln
_0cj)
c
(D n
r
c� D
�7 r
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m
II ��
' \ N
PUBLIC
DRAINAGE
,2so-7/_ i J EASEMENT
NORTH
NC GRID
NAD 83 (2011)
SCALE: 1 "=30'
z
w
O
�
U
C)
W
U
U
t�7
m
© COPYRIGHT 2022
/ BOUNDARY ZONE, INC.
ALL RIGHTS RESERVED.
THIS PLAT WAS PREPARED
FOR THE USE OF THE
PERSON, PERSONS OR
ENTITY NAMED HEREON.
•` PROVIDING SERVICES
BOU DARY RALEIGH DURHAM &
zone, II1C. SURVEYORS, ENGINEERS CENTRAL FLORIDA.
AND LAND PLANNERS
800 SATELLITE BLVD., SUWANEE, GA 30024
WWW.BOUNDARYZONE.COM [phone]
PROJECT
R21385-01
SHEET
2OF4

I HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION, USiNG REFERENCES SHOWN HEREON; THAT THE
BOUNDARiE_S NOT SURVEYED ARE iNDiCATF_D FROM
INFORMATION TAKEN FROM THE REFERENCES AS SHOWN
HEREON; THAT THE RATiO OF PRECISION AS CALCULATED iS
1:10,000+; AND THAT THE SURVEY SHOWN HEREON MEETS OR
EXCEEDS THE STANDARD OF PRACTICE FOR LAND SURVEYING
IN NORTH CAROLINA, AS SET FORTH IN 21 NCAC 56, 1600.
3�� CARo` A4�O��F ESS/per -
'KELLUM B.BERNARD
12/08/2022
DATE
GENERAL NOTES
� v
SEAL
L3083 o O
SURD �P
FOR THE FIRM
BOUNDARY ZONE, INC.
FIRM NUMBER: C-3534
1. NO MONUMENTATION FOUND WITHIN 2000 FEET OF THE SUBJECT PROPERTY.
2. ALL DISTANCES ARE HORIZONTAL GROUND, IN US SURVEY FEET.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY/COUNTY AND
NCDOT STANDARDS AND SPECIFICATIONS.
4. THIS SUREY WAS MADE WITHOUT THE BENEFIT OF A CURRENT TITLE
COMMITMENT. EASEMENTS AND ENCUMBRANCES MAY EXIST WHICH BENEFIT
AND/OR BURDEN THIS PROPERTY.
5. UTILITIES SHOWN HEREON ARE FOR REPRESENTATION ONLY AND ARE NOT
TO BE USED FOR PROPERTY LINE LOCATION.
4. PRELIMINARY PLAT, NOT FOR RECORDATION, CONVEYANCES, OR SALES. THIS
PLAN MUST BE APPROVED BY ALL STATE AND LOCAL REVIEWING AUTHORITIES
FOR CONCURRENCE WiTH SiTE ZONING AND CODE OF ORDINANCES.
5. THE SOLE PURPOSE OF THiS PLAN iS TO SHOW EROSION CONTROL MEASURES
FOR LOTS 2287-2306 SHOWN HEREON DURING THE CONSTRUCTION PHASE OF
HOME BUILDING. ALL MASS GRADING AND INFRASTRUCTURE HERE TO BE
INSTALLED BY TE MASTER PLANS APPROVED AND INSPECTED BY THE
MUNICIPALITY. ALL EROSION CONTROL MEASURES FOR GRADING AND
INFRASTRUCTURE LIE WHOLLY WITH THE DEVELOPER.
SITE DATA TABLE
ADDRESS
LOT #
ACRES
SF. FEET
PIN
1670 PINEY FALLS DR.
2287
0.094
4,084
1774-01-9627
1668 PINEY FALLS DR.
2288
0.072
3,120
1774-01-9657
1666 PINEY FALLS DR.
2289
0.072
3,120
1774-01-9677
1664 PINEY FALLS DR.
2290
0.072
3,120
1774-11-0607
1662 PINEY FALLS DR.
2291
0.072
3,120
1774-11-0627
1660 PINEY FALLS DR.
2292
0.072
3,120
1774-11-0657
1658 PINEY FALLS DR.
2293
0.072
3,120
1774-11-0687
1656 PINEY FALLS DR.
2294
0.072
3,120
1774-11-1607
1654 PINEY FALLS DR.
2295
0.072
3,120
1774-11-1637
1652 PINEY FALLS DR.
2296
0.094
4,084
1774-11-1667
2619 CARDINALS PERCH LN.
2297
0.094
4,084
1774-01-9811
2617 CARDINALS PERCH LN.
2298
0.072
3,120
1774-01-9841
2615 CARDINALS PERCH LN.
2299
0.072
3,120
1774-01-9871
2613 CARDINALS PERCH LN.
2300
0.072
3,120
1774-01-9891
2611 CARDINALS PERCH LN.
2301
0.072
3,120
1774-11-0821
2609 CARDINALS PERCH LN.
2302
0.072
3,120
1774-11-0851
2607 CARDINALS PERCH LN.
2303
0.072
3,120
1774-11-0871
2605 CARDINALS PERCH LN.
2304
0.072
3,120
1774-11-1801
2603 CARDINALS PERCH LN.
2305
0.072
3,120
1774-11-1821
2601 CARDINALS PERCH LN.
2306
0.094
4,084
1774-11-1851
ALL LOTS
JURISDICTION WAKE COUNTY
TOWNSHIP MARK'S CREEK
RIVER BASIN NEUSE
WATERSHED MARK'S CREEK
WATERBODY INDEX 27-38
RECORDED DB 15478, PG 1623
BM 2022, PG 1934
\ \\ \ CARDINALS PERCH LANE
" � (55' PUBLIC R/W)
A - 31.20'
R - 20.54' /
N 43°44'48" E \ N 88°44'48" E 237.50' TOTAL
C/- 28.28' SF
L� \
\�d / CIO -283- \ -282 -281--
\ I �
zp
d"
01\ /
-283
0.094 AC.
4,084 S.F.
-2E
O
(3i
-283- -283- II -282 I- -281--- 281-
2298 2299 Z3pp J 2301 2302
0.072 AC3120
. 0.072 AC. 10.072 AC. 0.072 AC. ,.
3,120 S.F. 13,120 S.F. 3,120 S.F
3,120 S.F. . 3,120 S.F
-282- J I
/ 281- 28 - 'I //-280
ALLEY 13
(20' PRIVATE R/W)
O
01 O \287-- \-280-
0�
D VI^
r I
281 -281 J -280 -280-
2287 2288 � -2289- 2290
0.094 AC. 0.072 AC. 0.072 AC. 0.072 AC.
4,084 S.F. 3,120 S.F. 3,120 S.F. 3,120 S.F.
IF-
- 279- J r - 278 -278-
/ 279-
I '
—� A — 31.42'
SF R — 20.00'
S 46°15'12" E
c — 2s\ s'
\ -9
-279
II \wiry
II
-280 280- r 279- 279-
I I /
I
2303 �� �� 2306 II
0.072 AC. 0.072 AC. 0.072 AC. 0.094 AC. I I
V
3,120 S.F. 3,120 S.F. I 3,120 S.F. 4,084 S.F.
I279- -279- J F_ - S- J
II (n
I �
/ 278 - / -277-2) Ui
N
JB
SF
'--280
ALLEY 13
\ (20' PRIVATE R/W) \
9
IIN
\I I O
O
-280 \ -279- -279- -278 -278- -278- I --I
O
ID
r
II-280 -279- -279- -278- 278- 278-
II �
_ II
-2291 J r---2292-
0.072 AC. 0.072 AC. 0.072 AC. I 0.072 AC. 0.072 AC. 0.094 AC.
3,120 S.F. 3,120 S.F. 3,120 S.F. 3,120 S.F. 3,120 S.F. 4,084 S.F. II
�I
J6-
7Z277-277 -9A - 31.42' SF �S 88°44'48" W 237.50' TOTALR - 20.00'
N 46°158.2C - 28.28'PINEY FALLS DRIVE
(66' PUBLIC R/W)
r- �l r-iv u
THE MAP OR PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS
PROPERTY CORNERS
POWER/LIGHT POLE
©
GAS METER
—T—TELEPHONE LINE
OH OVERHANG
FOUND TO BE ACCURATE WITHIN ONE IN 14,867 FEET.
FOUND (AS NOTED)
GUY WIRE
DSa
GAS VALVE
—X—FENCE LINE
C.B. CATCH BASIN
THIS PLAT HAS BEEN PREPARED USING A
®
1 /2" REBAR WITH
POWER METER
Cl
CABLE BOX
—920—CONTOUR LINE
CNT CANTILEVER
TRIMBLE S SERIES ROBOTIC. TOTAL STATION.
CAP SET LSF# 839
o
POWER BOX
m
TELEPHONE BOX
BSL BUILDING SETBACK LINE
H/C HANDICAP
❑❑
R/W MONUMENT
OO
A/C UNIT
n
SIGN
CONC.CONCRETE
FFE FINISHED FLOOR ELEVATION
BOUNDARY REFERENCE: 1WORKG MPLET DONPG594
BOM2022,PGS1930-1934;FIELDWORKCOMPLETEDONII/23/22.
�
FIRE HYDRANT
OO
MANHOLE
—W—WATER
LINE
EOP EDGE OF PAVEMENT
BFE BASEMENT FLOOR ELEVATION
❑w
WATER METER
®
CLEAN OUT
—U—OVERHEAD
UTILITY LINE
L.L. LAND LOT
GFE GARAGE FLOOR ELEVATION
PARCEL ID - 1764-92-4050 & 1774-11-6521
D&
WATER VALVE
.le
JUNCTION BOX
—S—SEWER
LINE
N/F NOW OR FORMERLY
DB DEED BOOK
THIS SURVEY WAS MADE WITHOUT THE BENEFIT OFACURRENT
&
POWER POLE
®
OUTFLOW STRUCTURE
—G—GAS
LINE
R/W RIGHT—OF—WAY
BOM BOOK OF MAPS
TITLE COMMITMENT. EASEMENTS AND ENCUMBRANCES MAY
LIGHT POLE
n
DRAINAGE INLET
—C—CABLE
LINE
P/L PROPERTY LINE
PG PAGE
EXIST WHICH BENEFIT AND BURDEN THIS PROPERTY.
/7 '77/
15�Zl
CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
SF SILT FENCE
NOT FOR RECORDING.
31.42'
R - 20.00'
S 43°44'48" W
C - 28.28'
�l
•` PROVIDING SERVICES
BOv DARY RALEiGH DURHAM &
zone,11C. SURVEYORS, ENGINEERS CENTRAL FLORIDA.
AND LAND PLANNERS
800 SATELLITE BLVD., SUWANEE, GA 30024
WWW.BOUNDARYZONE.COM [phone]
NORTH
NC GRID
NAD 83 (2011)
SCALE: 1 "=30'
w
A
GL
w
CIO
O
4
M
z
W
�
o
U
�F
C)
W
U
U
�
o
O
i
r­ O N
O
� w a
O ^O'
V
P4
Q 0
W
© COPYRIGHT 2022
BOUNDARY ZONE, INC.
ALL RIGHTS RESERVED
THiS PLAT WAS PREPARED
FOR THE USE OF THE
PERSON, PERSONS OR
ENTITY NAMED HEREON.
PROJECT
R21385-01
SHEET
3 OF 4

I HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION, USING REFERENCES SHOWN HEREON; THAT THE
BOUNDARIES NOT SURVEYED ARE INDICATE FROM
INFORMATION TAKEN FROM THE REFERENCES AS SHOWN
HEREON; THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; AND THAT THE SURVEY SHOWN HEREON MEETS OR
EXCEEDS THE STANDARD OF PRACTICE FOR LAND SURVEYING
IN NORTH CAROLINA, AS SET FORTH IN 21 NCAC 56, 1600.
.' 4A3' e. - e��
KELLUM B. BERNARD
12/08/2022
DATE
GENERAL NOTES:
�N ss
Essip
SEAL
L3083 o O
\� UR Bg���P
FOR THE FIRM
BOUNDARY ZONE, INC.
FIRM NUMBER: C-3534
1. NO MONUMENTATION FOUND WITHIN 2000 FEET OF THE SUBJECT PROPERTY.
2. ALL DISTANCES ARE HORIZONTAL GROUND, IN US SURVEY FEET.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY/COUNTY AND
NCDOT STANDARDS AND SPECIFICATIONS.
4. THIS SUREY WAS MADE WITHOUT THE BENEFIT OF A CURRENT TITLE
COMMITMENT. EASEMENTS AND ENCUMBRANCES MAY EXIST WHICH BENEFIT
AND/OR BURDEN THIS PROPERTY.
5. UTILITIES SHOWN HEREON ARE FOR REPRESENTATION ONLY AND ARE NOT
TO BE USED FOR PROPERTY LINE LOCATION.
4. PRELIMINARY PLAT, NOT FOR RECORDATION, CONVEYANCES, OR SALES. THIS
PLAN MUST BE APPROVED BY ALL STATE AND LOCAL REVIEWING AUTHORITIES
FOR CONCURRENCE WITH SITE ZONING AND CODE OF ORDINANCES.
5. THE SOLE PURPOSE OF THIS PLAN IS TO SHOW EROSION CONTROL MEASURES
FOR LOT 2015 (PHA 2) SHOWN HEREON DURING THE CONSTRUCTION PHASE OF
HOME BUILDING. ALL MASS GRADING AND INFRASTRUCTURE HERE TO BE
INSTALLED BY TE MASTER PLANS APPROVED AND INSPECTED BY THE
MUNICIPALITY. ALL EROSION CONTROL MEASURES FOR GRADING AND
INFRASTRUCTURE LIE WHOLLY WITH THE DEVELOPER.
SITE DATA TABLE
ADDRESS
LOT #
ACRES
SF. FEET
PIN
465 DOUGLAS FALLS DR.
2015
0.127
5,520
1763-76-4534
ALL LOTS
JURISDICTION
TOWN OF
WENDELL
TOWNSHIP
MARK'S
CREEK
RIVER BASIN
NEUSE
WATERSHED
MARK'S
CREEK
WATERBODY INDEX
27-38
RECORDED
DB 19198, PG 2039
BM 2021, PG 1351
EGEND
PROPERTY CORNERS
POWER/LIGHT POLE
O FOUND (AS NOTED)
GUY WIRE
1/2" REBAR WITH
POWER METER
®
CAP SET LSF# 839
o
POWER BOX
❑❑ R/W MONUMENT
OO
A/C UNIT
Ak FIRE HYDRANT
OO
MANHOLE
❑W WATER METER
®
CLEAN OUT
D& WATER VALVE
JUNCTION BOX
& POWER POLE
®
OUTFLOW STRUCTURE
LIGHT POLE
F[H]
DRAINAGE INLET
©
GAS METER
DSa
GAS VALVE
Cl
CABLE BOX
m
TELEPHONE BOX
n
SIGN
—W—WATER
LINE
—U—OVERHEAD
UTILITY LINE
—S—SEWER
LINE
—G—GAS
LINE
—C—CABLE
LINE
—T—TELEPHONE LINE
—X—FENCE LINE
—920—CONTOUR LINE
BSL BUILDING SETBACK LINE
CONC.CONCRETE
EOP EDGE OF PAVEMENT
L.L. LAND LOT
N/F NOW OR FORMERLY
R/W RIGHT—OF—WAY
P/L PROPERTY LINE
OH OVERHANG
C.B. CATCH BASIN
CNT CANTILEVER
H/C HANDICAP
FFE FINISHED FLOOR ELEVATION
BFE BASEMENT FLOOR ELEVATION
GFE GARAGE FLOOR ELEVATION
DB DEED BOOK
BOM BOOK OF MAPS
PG PAGE
NORTH
NC GRID
NAD 83 (2011)
SCALE: 1 "=20'
W
a
0
z
0
W
0
z
a
a
© COPYRIGHT 2022
BOUNDARY ZONE, INC.
ALL RIGHTS RESERVED.
THIS PLAT WAS PREPARED
FOR THE USE OF THE
PERSON, PERSONS OR
ENTITY NAMED HEREON.
THE MAP OR PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS
FOUND TO BE ACCURATE WITHIN ONE IN 14,867 FEET.
CONSTRUCTION ENTRANCE
PROJECT
THIS PLAT HAS BEEN PREPARED USING A
TRIMBLE S SERIES ROBOTIC. TOTAL STATION.
SILT FENCE OUTLET
PROVIDING SERVICES
FOR METRO ATLANTA,
BOtiDARY
R21 J8S-01
BOUNDARY REFERENCE: DB 19198, PG 2039, BOM 2021, PGS 1349-1351
FIELD WORK COMPLETED ON 11/23/22
SF SILT FENCE
RALEIGH-DURHAM &
zoneRVEYORS, ENGINEERS CENTRAL FLORIDA.
, Inc.. AND LAND PLANNERS
800 SATELLITE BLVD., SUWANEE, GA 30024
SHEET
4 OF 4
PARCELTD - 1763-76-4534
THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A CURRENT
TITLE COMMITMENT. EASEMENTS AND ENCUMBRANCES MAY
EXIST WHICH BENEFIT AND BURDEN THIS PROPERTY.
�7 T �+
NOT 1 FOR RECORDING.
WWW.BOUNDARYZONE.COM [phone]