NCC215844_Site Plan or Location Map_20211020

DIVERSION DITCH SCHEDULE
PARCEL DATA MINIMUM BUILDING SETBACKS \ ' ',' 1\ NOTE'
Orange County Tax Information Per Orange County UDO:
Parcel I A: Section 3.3, RB Zoning District
PIN Information: 9800040308 Front Setback - 40'
Plat Reference: P.B. 123, Pg. 98
Parcel I B: Corner Side Setback - 40'
PIN Information: 98509499 12 Side Setback - 20'
I i II I \\ Contractor shall meet with staff from Orange County
' I I II I ` Engineering and Erosion Control prior' to any land
I 985d-96-5741
a� Z/one I OAR 5TANFIELD CHEEK disturbing activity to review all requirements for this
0303 ��� I I OFIF SR 1112 project. Contact Patrick Mallett at (9 1 9) 245-2567.
d.B 4613-497
95-163
PI R f P B 123 P 98 Rear Setback - -_ � I I ' _
DITCH
WIDTH (ft)
DEPTH (ft)
QZS (cfs)
SLOPE ( %)
VELOCITY (fps)
FLOW DEPTH
(ft)
SHEAR STRESS
(psf)
LINER
PERMISSABLE
SHEAR STRESS
(psf)
SAFETY
FACTOR
TD-1
2.00
1.50
12.3
5.00%
6.05
0.63
1.95
NAG - C125 (or equivalent)
2.30
1.18
TD-2
2.00
1.50
5.6
1.87%
3.23
0.56
0.65
NAG - S75 (or equivalent)
1.60
2.47
at, e erence. , g.
Parcel I C:
Orange County Zoning: RB - Rural Buffer
PIN Information: 9850945750
Plat Reference: P.B. 123, Pg. 98
Parcel 2A:
EROSION CONTROL NOTES:
PIN Information: 9850849G2 I
Proposed Disturbed Area = 507,800 5f. (I I .GG Ac.)
Plat Reference: P.B. 1 23, Pg. 99
1 . Limits of Disturbance shall be property lines, silt fencing, temporary diversion ditches, or
Parcel 215:
as shown on plan.
PIN Information: 985084922 1
2. In areas where the property boundary, disturbance IIM1t5, and/or silt fencmg are parallel
and overlap, lines are offset to provide clarity.
Plat Reference: P.B. 123, Pg. 99
3• A Land Disturbing Permit 15 required when the proposed land disturbance 15 greater than
Parcel 2C:
10,000 square feet (Per Orange County UDO). This site proposes to disturb more than
PIN Information: 9850844249
10,000 square feet.
Plat Reference: P.B. 1 23, Pg. 99
4. Additional erosion control measures will be installed during construction in order to control
Parcel 3A:
Cr05IOn if deemed necessary by on-51te Inspection.
PIN Information: 985083478E
5. All erosion control measures shall be mspected once every 7 calendar days or after a
Plat Reference: P.B. 1 23, Pg. 100
rainfall event having precipitation grater than 1/2 inch in any 24 hour period. The
t h 111,1 d t d t A A ff t b
1 j• 11 KI -
PIN: 9850-95-6436 1 lO°d Al4
TIFFANY S. BENNETT 1 Z ne A 1
LOT 5 1 , Fl8odg4n E saad 51te Soils Classlf]cation:
MARION FOUSHEE 1 80 guf{er w Zone `
D.B. 5790-575 I , / / w fl h 4 n AE JnCl3551fj,0&. Classlflcatlon of near surface soils shall
P.B. 60-10 1 1_�so fl h 00,be uyffcre per O',1vner'5 geotechnical engineering
00, 1
1 \ \
1 �� / v, aoo recommendations based on the evaluation of exposed
R/ 11n0�yeo
r`QC/d 1� \ 1 Pecho ei U vl �1 subgrade soils.
1
a \oJ one
A as
tole U
/ p (j� /Wi • 6
Noe Op��C/�� o�cnent I \o
3\3 \
an el road /�60 P ea9e °t P _ I Flood \ \
/ tb\p is approximately Zone
, I \ \ \\
pcentered on �1_1roperty line, / Oo>�etOIL
40 R/W getb ck \ / �A I AL A \ \ \\ Property Owner Information:
Parlor Louts, LLC
- (see P.B. 18-150) / j / � , / \ � .p'•. NO � \\ � `\\e _30I Montclair Way
N a 4'6
I a \\ chapel Hill, NC 275 1 G
Parcel 3E3: 111-r- ion 5 a c, acumen e In VVII Ing, an amage Or Ine ec Ive measures c, // ,\h <-// .11
\ ,' /5Q�0��°tel / �/ \ `\\`\\
repaired or re laced a5 needed. PIN: 450-95-2082 / coda' �9 R , `oQ II 1 \
PIN Information: 9850839743 p p / �° / Sb - `
G. A self -ins ection must be made of the project after each hale and documented in vvritin CHRISTEfiLENA W. SINGH / 6L sae
Plat Reference: P.B. 1 23, P 100 p p p 9 SAS 1175
g' Th15 self Inspection vvill be performed in addition to the NPDES self monitoring report D.B. 15699-24 ab i. / �- - I I // Approximate. \ \
Parcel 3C: required by the General Permit a5 described above. / / 1 - - - - 1 I Additional
PIN Information: 9850932GG8 Lot ` 1 B Right -of -Way
7. All erosion and sediment control devices shall be properly maintained during all phases of / / ' / !�
Plat Reference: P.B. 1 23, Pg. 100 construction until the completion of all construction activities and / or contributin areas � � I � a Triangle per D.B.
p g 1 , , n 1833-156
/ ;ae ,\ec Area in&
Parcel 4A: have been stabilized. Existing measures may require a6Ju5trNcnt or modification and ' <.:• 2j 0 Rights -of -Way ° I PIN: 9860-04-9039
PIN Information: 9850930825 additional control measures may be required In order to control erosion and/or off -site 1 CALC ' edit` 2�1,9�0 S.F. I r�8 BOLIN CREEK STEWARDSHIP
Plat Reference: P.B. 1 23, P . 97 sedimentation if deterrrimed necessary by on site mspection. _ /_ „ ��j r �;5�c 5.784 AG 3 3 LIMITED PARTNERSHIP
g PROP-3 a\ 5 N / / v / x9C \ re . LOT B
Parcel 4B: Th,�! 1��$0 5/° / / / 40' 2 ' I BOLIN CREEK ASSOCIATES
PIN Information: 980003 1 542 / 41 x RADIUS
x 22° AP / _
I // PIN: 3850-84-8926tN/ 4' RADIUS RIPP�AP / � 0-
Plat\,�' � Area in (*Area in DP.B16701745
Reference: P.B. 123, Pg. 97 NJOSIE F. SMITH / a oµ ,' ? // ° ' e� �'� \ * Rights -of Way is
1 , c SMITH ARMO c� �� of g Rights -of -Way \ total of Way i
_ D50= o 36,452 S.F. Ford Rd. R/W,
S/S SR 1175 - g en , / �< o�
- - - - D.B. 6025-526 �LASJ' �� P o`° e \$ < 5 / / 5 , s. 0.837 AC. Doiryland Rd. R/W I \ \
Oran e Count Zonin RB -Rural Buffer - _ / _ - P.B. so-10 w/ G Oz. Geo ExTiLe $ °Ee�c /eo , , 100 ,' \�� ��� & R/W Triangle) z
9 Y g \-
Oran e Count Overly Districts: Universit Lake Protected Watershed �' �� ti° �a�Al Area exe/. \
g y y y / y¢" EII� g' chain 2.3' AG pti; / ��+� / s,:. o o \
6 i _ v / e , a°' o o� Rights-cf-Way 10' No Vehicular
Deed Reference: D.B. GG49, P 800 / _ - I IN 1" EIP feriae 5 - �p \ \ Ix \
g • _ - - / 23�'Z�., link �. °. / /
0.3' AG _ a. ,' , �, \ 215,518'\S.F. Access Easement \
51te Address: Chapel hill, NC 275 1 G (unaddressed) - - I 1Y2" EIP N $3'S6'o� - - - , 1 �;6a \ 4.947 AC. 10' NVA \
PIN: 9850-84-2988 1 H AG �2 - _ _ - o o y , , °� • \ \
VANN WEAVER EVANS - ' I 60
LAURA EVANS,' 1�g7.� E 1 fence R , / , / Ared incl. Rigbt- of -Way I Impervious W \
EIP 4 o r 8 S.F.
� �¢ I fi 3 \ � 1 F2/
D.B./255 - 1545 0.2' AG / ` \ -100' Stream Buffer ,' , ,' �/ / /' 2 5.024 AC. 2O \ Surface
, I Allocation: r.
/ 1 \°P 1 8,200 S.F. I 1
i Rg / pPro "� v / Area /excl. Right -of -Way moo° S \ J I p
" EIR 0.1' BG 395� ar e / v -
43' � , Setback ki,}la� / rn � , 2 1 '• uOf
_ , o re ) _ _ 196,586 S.F.
Grid coordinates
2.66 / / N �7.34' 11 E \ ? \ / °' / r 4.513 AC. ao. o�°r, 1 20 f e Setbo. Q
11 E: 1,958,275.24 I / \ ` Cv Impervious / \ b e e 1\ S'a \ , 20 s�/ co -�
P Area /In Right -of `I�ay ti . e \ I �
Sttf Sr /
0 100' Strear\h Surface �o a 1 '
/22,265 S.F. \ rh y �L
z�s�uFDRDHI Allocations �NS�or-o�-r�
PIN: 9850-84-0635 ,' side setback , ` _ - - - - _ ` _ ` ` \ Feu' titer urge 13.549 ,S�F. O(51 1 AC. Re S K o �•�o / Se Q-
- L o t 2 A - N!' N `S Nei v15' Access "tide
0 UIVPLC t YP) Easement for a
FRANK J. CUEVAS Impervious `v o� .- nYP.Z - HOKSFSHOe IT] Privateand. R/W) \. 40' V '
I -~,
ERIN U. cuEVAs w - - _ _ Area incl. R 1W surface ' _ , _ - _ 40' R�w�etb k PKOTFc`i �r�, r P. / \ Sb Raw ;ot 1B
FOXWOODLOT 2FARM o _ - - - - - - - - _ , ` Allocation: _ ` ., _ - _ _ = o ` _..- _ \ / / j'm• Lot 1 A AL 6 O
226 687 S.F. �--
1 1,995 S.F. �j
D.B. 6243-163 0 5.204 AC. - _' - - -- - * - - v�
/ ��,. -� e
n / ;RI o. _,_..-� - -- / ,s // <e F Area incL
P.B. 81-138 co - / - ,�• � -••-.. - _ _ .
P.B. 87-122 s o \� Area in RINI Area excl. R/W ° 5eb°`� ; ,•' - - - - - �t ' ` / \. eg Rights -of -Way �-
'0 °�6 16,026 S.F. '10,661 S.F. _ _ _ •- __ ` 254,541 S.F.
Z Co °°f 0.368 AC. 4.8'6 AC. - % - - , : - - - - - ' - - - �* - - - _ _ _ S� \ \ \� Impervious 5.844 AC.
Surface I ICD
CD
1 „ EIP / \_ \ \ Allocation: m
N 88'09'40" W `
flush • encroaching V Area in 7
�'' PIP= #3 I electric 730.52' RID 11" EIP 1 F9,081 S.F. Ri hts-of-Wa * / p CD
/ 0' E \ j ' / - garden fence RUAo51DE DITCH \ g y n- N
1' AG Lot 2C \ .`. '�' SILT 7G LF30" RCP, RD-I \I tN1NAe57soR 011' BG ! I �I 54,592 S.F. 40. c0 0
MIN SSE 1 .07., KOADSIDF DITCH , 1 e uivA1_erlT nrJeR j II 3Y SILT 1 .254 AC.
i FLNCF I PIPE#2 I \° FPNCF
/ rid NAo s7 OK I T r l: a ° oo n
(TYr'.) MIN COVER ITT' ' - - _ 76 LIF 15" RCP, IJO I / 40'� .o (T-F.) m -0
Area inch R/W " °• _ _ - - - _fouIVALFHT i_INFR - _ - I w
�� eib° - I TYP.>- - - - - - MIN 5LOFE I ,0%. 1 v Area excLw ao
s _ , , 1 Private Road /PD tt�
I �'
217,888 S.F. > �.•/ �� �I \ MIN COV�R� I FT I RightsWay�
5.002 AC. trait HORSESHOE INLET v v I I R/W l i jl /' z' v DF_ x a' i_ONG 199,949 S.F. cn
,• �O I PRL)TLCT[OH. TYP. \ \ I : I { x 2' DFFP ''z .�i 1
��.• �.'i , , \ RROP-2A I I 1 S�DIMEJ,T PIT AT 4.590 AC. /
PIN: 9850-84-0227 / / \ 3' x 12'L x 212" Th. I eACH SILT rEru:e �i-,
cn
Area in R W r ` ras 11 1 0UTLLT. T,,P. * I o
/ � \ � \ w/ 4' ,�ADIUS RIhRAP Proposed 1 8' 9 ` grass (Area in Rights -of -Way is LAYTON T. WHEELER 8,299 S_F--2_vd`DEx,5'LO[1G /'' y s - _ - - _ _ (pervio ` 1 ervious total of Dor loud Rd. R W o
MARY A. WHEELER 2' DFE� / / ` _ - \ APrMOR, DSd=G" (roadway 1 \ (P ) / PIN: 9860-04-3390
' Or• 191 AC. \ / ` 9°I - - _ _ , \ 1: 20' R/W, 50' Private Rd. • N
LOT 3, FOXWOOD FARM SEDIMENT `'.T -T Lot 2 B CLA�O 'B' RIPA�AP i(typical) 3' ` Do BOLIN CREEK STEWARDSHIP
o EACH SILT FB1x - _ _ °� I w \1 3' R/W & Sight Distance
D.B. 57814-410 v it RD_I - - r+� - w/ G off. GEOTEXT�LE 18' i(total width) I - road Triongle) I P P LIMITED PARTNERSHIP
P.B. 81-138 Area excl. R W OLTIJ-T. TIP. 1I _ , o• ,� °' 11 I 12'
/ ROADSiDF DITCH \ FABRIC UNDtP road includes 3 jo ! _ (impervious) PIPE # I LOT A
P.B. 87-122 j ' 209 589 S.F. ` !I tn,/ NAG S7s OR Area incL R/W PIN: 9850-94-3139 \ ft Bach side of `� 9 \ BOLIN CREEK ASSOCIATES
P.B. 116-12 w !-QUIVAffNT LINER b o V h A 18'total I O'x 10' FIDE
72 I_F 1 5" RCS, D.B. 1670-205
4.81 1 AC. I i 217,887 S.F. N� N REBECCA KIN_ELLA \ _ _ grdss pavement 1-. o o- \ _ MIN SLOPE I .o;a,
) a \ \ P.B. 77-174
I' BRYAN KINSELLA I- I o MIN COVER I FT I
- o o- ! I 0- 5.002 AC. , TRACT 2, JAMES W. WOODS I I ' Z �; \ �\ `ro. PIPE #7 I
\ v> y� _ D.B. 6503-575 PIPE #C 1 4p cA' G Q„
5o L RCP,
\ o 0 40 1 Impervious - - - - - _ P.B. 13-150 1 52 )-F 5" RCP, \ y \ ? MIN SLOFe 1 .o a,
M . 1 surface Area in R/W - \ MIN SLOPE .o a, ` •� o to' x 70'
\ o Impervious `I I Allocation: RROP-2 \ MIN COVER I FT .0: \ a MIN COVER
WI setback g
S� ht Distance
Surface � li � 36 280 S.F.
Allocation: 11 4 '' 18,361 S.F. 0.833 AC. _ 3'JJ x 12'L x 22" Tn. \\ \ \ \ 40 F 9\\ / Triangle
3;//" EIP N I •1 n, PIPRAP AP�MOP� \ 1 centerline of°4L61w _ - i o-° 3 I
/4 m : 1 \ ' o ? C o t" T[JT A[ror SFLDFTAIFI\ 11,431 S.F. 6 _ D50=6", CLA55 'B' „ b > a
in rock 1 n - 1 20' Roadway de \ , g
pile
\ ° = \ ° Area excl. R/W ' SIP -RAP \ \ Utility Easement r s
P 1 ` w/ G 0z. G6T€XTILE _ - - - _
\ \ \ 181 607 S.F. \\ \ existing - -- - ---- _ - - - - -- -� Q _ - -"- I UP
i PIPE #4 FABRIC UNDER ravel drivewe T
- - - - �=`\ �\ \ oG LF 1 5° RCP, 4.169 AC. \ g y - -_- '. _
LCALC FeNCF \ \_ MIN SLOPE I .0%, 1 " EIP \ ` \ \ 730 \ 1' 1 i 1 20' Roadway & -r ve9- UP - z /L o
\ 0.2' AG 1 Utility Easement \ / - -
P) \ \ MIN COVER I FT 40' front setback/w -� ` N 88'09� 5" W I I I 1 i\ EIP -driveway - I
20' r LD LD..� LD LD Y2" _ ,' 20' Right -of -Way
ear setback M O' P�7 I s Tract 1
\ e ° \ .� ..i LD LD . AG I. "o Across r u.
1 0.2
L6 �D I I I Lc
20, s-de eke \ ' \ p0 ;b 40' front R/W setback
V A \ ID �F '2 r s �r .PLOP-2 S
I I 2-1 x 22" Th. \ \ \ \ •\
se a 1 vKAP ARMOR = I Private Road
7.c 1 1 J !o \ ` DSo G�A55 'B' r \ \ O'x 10' PDE
i - oak \ 40 SIIS FFNCF R/W
RIP -RAP w+�16 oz.
/ \ � side setb ROADSIDF DITCH O '•� _ \ i I `\\ -()TEXTILE FA�PIC \ \ _ RROF-2A
EQUI ALt IJT LITER ��40 __ A i 1 I 1 I AA A\ \V ` A At\ N�IDExB'LUNG V, 4xKADIUS KI A.
l /
` 20 �a a
� I 1 UND � � \ • � �T \ti' L x 22
_ Lod. 4A PKAP
1 1 I \ 6 \\ \ ` \ \� x 2' DEEP AKMOR, D'I' _P C
p L LD D ` \ S 1 / 1 1 \ \ \ `�IL� \ SFDIIAFNT PIT AT CL�iS'B' PIP -PAP
' - ... _ - - 1 1 -2 \ ` \ FFNCF\ \ \ \ w/ 6 oz. GEVTEXTILI I
V / Y V A EACH dllT FF[JCF i
\ - i ' A A� FE 1GE 1 , 5 4 If. I \ O \ FABRIC UNDER g
\ w Lot 3A I ` / l Afea incl. R W I \ \ \ T P.) \ OUTLET, rP.
VY O 1 TEMPORAR \ A A ' \
40' front �\ \X TP.)
R/W setback ' \ \ 1 // / 286,513 F. i D14KsiorJ \ \\ `\ _ Lot 4B ' 1 1 6.577 I DITCH \ \ 6�X \ =� \
/ OP p V 110RSE5110E , RD- A / 1 A v A /
PIN: 985A-73-776R o Lo Area inch R/W \ RILET' ROADSIDE DITCH \\\ \ 1 / / / \ \ p \ pond \ 'L \ \ Area incl. Rights -of -WO \`L
JACK D. VEST 't v PROTFCJ14N. w/ NAG S75 oR l Area in 'R W Py
217,887�5�, I I \ \ 217,886 S.F.
JQSEPHINE VEST o / T P. eQuivALFNTLINFK vl / 1 / v• v
s/o SR 1175 \\ \ 5.002 AC. / Lot 3 B / T .) \ 1\ yo \ i 9,852, S.F. Impervious I 1 RD 5.002 AC. IS
D.B. 1795-577 \ Z / \ 1 �\ i �o. 0.226 AC. Surface I \ o 0
v v Area in R/W IY • v 11 Allocation: , 6 v ROADSIDE DITCH I 0a F
1 �o. ` • I °0 1 12,263 S.F. I� trio [JAG 575 OR „� *
1 � I: = Area in Rights -of -Way
Ari 1a incl. R/W I ^ , , / \ f Area e.xcl. R W I \ I
`v 3,097 S.F. a Lot 3C v v tP I v eaulvAl_FnITI_InIFR �1 �I o 50,988 S.F. 40
2117,888 S.F. T P.) 1
° \ �- l 276,661 S.F. I \ I !I 1.170 AC.
a 0.071 AC. \ o y d sP 16 1 I 40' _ \ 5.002 AC. I I Area inch R W �' / \ \\ ° fa 6.351 AC. \ \ RIFt #s
�\ 1 s ko \•, I °4 exst. shed \ \ 72 LF 3G" RCP, 1• : o
/ Area excl. R/W 1 Y 224,977 S.F. \ \ I I I Area exch Ri hts-of-W
\ a ° , I I \ \ I I 9
`. 214 790 S.F. �° \ \ Area in R/W I _ 5.165 Ad. ,' 6°°� \/ ` I i ❑ , \�` \ MIN SLOPE l .o%, _I :1 166,898 S.F. I
a° v 8,622 S.F. I RKOP2 v MIN COVER FT / I <
4-931 AC. / / �.> I 3MI x L x 22'' Th. \ 1 I :1 3.832 AC. /
N v 0.198 AC. , / �� v 1 I RIP�P ARMOR ` HLVR-ESHOE INLET / m
1 a a \ Area k7 R/W 1 D o=o" 1 CLAss 'Fs' / RROP-3 �.
/ / v )zD- /
/ A fcOADSIDE DITCH I \
45,/1'88 S.F. ., �. �v 1 � NAG 575 OR I i RIP -RAP N�o �o. / ,� / 3'W x 24'L x 22" Th 10'
v 1 Area
excl. S.F.W o v FUN/N-IIT IJHFR �tii s z. $FDT iTFR -2 - /ENAIL'Nn \\///NI ICO4
/ / 1 038 AC. Impervious \ \. \ ` (4 ) I Ef 20 sb.. C5AOS51'5' RIP -RAP
-' rock pile \ 1 4.804 AC. / p I side setback / < w/ G 07, GEOTEXTILE I
- - P \ 1 Area exc1. R W Surface t - ' \
\ Im ervious / - Allocation: \ \ I I \ , FABRIC UNDER
P 1 179 �$9 S.F. _
\ Surface ` ` \ r TD- I \ I I o R
\ Allocation: I i I SF.127 AC. 21,596 S.F. Quo if. I ` \ I zr, •� IAx. ( ° o• • ^'•O "' 0' RoW.x50 .• ro� •r oRIW rre R/w
Celhterline of �' �' sa'•r• I
TennPORARY I ` 1 \ v,� d
' S0' Private Road R/�V sLo E R / ` g Stine Di•taKs r'w"°r°J
Impervious \ 5 0.
10,193\S.F. I Surface ,' DlveRsioN , )\• \ �1� INSIdEDAn[I soP s.
/20' side setbJck _ DITCH �'\ "�\ 1 / I ,�>' �1 0
rn \ ` \ Allocation I �i... / / / / ... - ._. - ' / / / ..........--r m Impervious
M \ \ ` -i Lo\P� Surface
N i'
o \ I 11 10,678 S.F. / / 20' rear setback / / \'\ / r Sib rn•ID 6
o° Allocation: I
\ / de �setb' °� , Se[-,,n;ar F 15,831 S.F.
o 20' side�ack _ _ _ _ / - I�rP - .,.0
Z 20\ rear setback ` ` \ \ m _ - - - / / 20' si ack / / - - _ - -"-" - = - O E 20' s de
.. .. \ \ N 20' rear setback = / 40 ' �D_� � cc.o "" �o d: SCowan'"
\ tback \
\ 470.98' \ \ / / Private/ Rd. a 20' rear sd E 1.s•a,3J8.4• 29.6
FF 256.96' _ 20' rear setback i
JOAN HLADEK l in3rockc'Plle \`\ \\ \\ 04" EIS �¢" EIR /// ` N 89'22'03" W ,/ / / / 5 wipE R3 :Iv,.Ax. _ / / zs°F^IRCLom setback o 20' side setback
PIN: 9850-73-8227 1,349.26'
I In
LOT BRIGHTS WAY ESTATE P V ` flush 2106.87' TOTAL / / / a^N x S'L x o" Th
\ \ TUP L E Sr1M. ERTD FLE>fl5-
D.B. 6514-475 0.3 A`Cq 1 / 6A' FL sn_T Fenlce DSo=:3°
V DAM ELFV./ sI_o�e iTrr. Cn'coNNEcrIUN TD ao
P.B. 87-135 V 1 / o5.d OUT510-- DAM( o /31 Tom.) a° scli. ao Evc aA�e'A'
PIN: 9850-83-5145 ` \ PIN: 9850-83-9242 \ PIN: 9850-93-220 PIN: 9850-93-4277 s oz. GEor:x - FAaRIc a DeR
\ V / / DRAIN PIPE. GRADE
DANIEL DEL GAIZO FAYAZ KHAZI ROBERT GRIBNAU / \ JASLEEN KAUR ' PIN: 9850-93-9251 511 T FIR_ TO DRAIN 1
' \ ERYKA DEL GAIZO LIDIA FONSECA OR P 0 4 OT SR / F=NCE
/
\
\ MAJ P/O LOT 1 1
DEEP A. KHAZI
` �\ MAJOR P/O LOT 10
,
\ MAJOR P/0 LOT /9 \
MAJ / , L
PH/ 1
JOHN B. SEXTON - '
JANEL D. SEXTON kVATER
\ PH. 1
PH. 1
PH. 1 ,
'
TRIPLE CROWN ESTATES ,
ROUTLtT YP.)
MAJ P/6 LOT 7R SURFACE TrP.)
\ TRIPLE CROWN ESTATES
\ - _TRIPLE CROWN ESTATI_S- - ' \ TRIPLE CROWN ESTATES \
D.B..6486-240 /
PH. 1 102,0 '
D.B. 5927-574
D.B. 6326-129
D.B. 4751-Z20
P.B. 103-52 /'
TRIPLE/BROWN ESTATES
P.B. 102-32
\ P.B. 102-32
\ P.B. 102-32
P!B. 111-146 /
9.B. 103-52
P.B. 1 1 1-146
P.B. 1 1 1-146
P.B. 11 1-/146
/
FI.B. 1 1 1-146
\
THE PROPOSED ENTRANCE ROAD GEOMETRY HAS NOT BEEN REVIEWED BY ORANGE
COUNTY. THE DESIGN, CONSTRUCTION
AND PERPETUAL MAINTENANCE Of
THE PROPOSED PRIVATE ENTRANCE
ROAD
AND A550CIATED
PRIVATE ROADWAY DRAINAGE SHALL BE THE
RESPONSIBILITY OF THE
DEVELOPER, THE PRIVATE PROPERTY OWNER (s) AND / OR THE AFFILIATED
PRIVATE PROPERTY OWNERS' ASSOCIATION
(5).
10' x 70'
Sight Distance
Triangle
�3W X 2
3'W x 1 2'L x 22" Th.
RIPKAP ARMOR
D50=0% CLASS 'B'
1 RIP -RAP
I wl G oz, GEOTEXTILE
FABRIC UNDER,
R/W
CALC
GREENBRAE
PIN: 9500040305
PRJ: 1 -20-1 003
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Albcrl f2d,
SR 1179
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L:.. SR 1272
Vicinity Map NTS
EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
moo-
SILT FENCE
- --- ---�
CONSTRUCTION ENTRANCE
DIVERSION DITCH
BAFFLES
SILT FENCE OUTLET (SFO)
TF
TREE FENCE
INLET PROTECTION
C�
RIP RAP OUTLET PROTECTION
8' Combined Travel VVjy
2' Aepnalt One-VViy 2ne
3' Grass Pave Margin Shoulder Eacn Side
Grass 5uulders
Ditch Slopee Max. 2H: 1 V
Private Kighht-of-Way
G' I
G 1 2'
hack slopes 3 V
42' �� back slopes
Dltcn to Ditch
PRIVATE ROAD SECTION
LEGS"
EIP 0 F�CIS'I'I�tG IRON PIPE
EIR Q EXISTING IRON ROD
IRS IRON ROD SET
IRON ROD SE7
CALC i CALCULATED POINT
CALCULATED POINT
NAIL p NAIL
EN V EXISTING NAIL
AG ABOVE 'GRADE
SG BELOW GRADE
R/W RIGHT-OF-WAY
so SETBACK
se IRS SETBACK (ZONE RB)
I PROPERTY LINE
GL CENTERLINE
NLL NEW LOT LINE
RCP REINFOROED
WNCRETE PIPE
ESMT EASEMENT
Additional Borrow / Waste Note:
f the same person conducts the land -disturbing activity and
any related borrow or .vastr activity, the related borro v or
vvaete activity shall constitute part of the land -disturbing
activity unless the borro•ni or waste activrty is regulated by the
Dltnson of Sohd Waste Management. If the land -disturbing
activity and any related borrow or ,vaete activity are not
conducted by the same person, they shall be considered
separate land disturbing activities and must be permitted either
through the Sedimentation and Follutior Control Act as a
one-,i5e-burro site or through the Mming Act.
General Notes:
I . All construction methods and materials shall conform to the NCDOT,
Orange County Erosion Control, Orange County Standard 5pecificatlons
� Details, and the NC Plumbing Code.
2. Boundary and existing feature information obtained from survey
information provided by Freehold Land Surveys, Inc., Chapel Hill, North
Carolina (Job No. J2546 I ). Topographic information obtained from
Orange County G15.
3. Exact size and location Of existing Utilities are to be field verified by
Orange County Engineering staff prior to connection or new construction
of Utilities.
4. The owner shall be responsible for acc(uiring all permits, easements,
construction approvals, and as -built certifications for this project.
5. Contact the project engineer immediately with any conflicts regarding
the design or construction of the project. All field adJustments shall be
verified by the project engineer prior to construction.
G. Construction and location of sidewalk, slopes, landings, approaches,
ramps, and accessible routes shall be in accordance with the AN51 2009
Handicap code or latest rev15lon.
7. Contractor shall contact project engineer to observe formwork for site
curb, concrete sidewalks, and other items as well as string lines or other
controls prior to the placement of concrete, setting base course stone,
or the placement of asphalt.
6. Compaction of fill materials, approval of residual subgrade, soli proof
rolls, stone placement, and/or other materials testing functions shall be
in accordance with the project geotechnical engineer's gulciance,
5pec1f1cation5, recommendations, and testing standards.
Prepared for:
Parker Louis, LLC
30 1 Montclair Way
Chapel Hill, NC 275 1 G
LINE
BEARING
DISTANCE
L1
N 00'40'26"
E
3.27'
L2
N 78.18'24"
E
74.96'
L3
N 67.46 37
E
39.70
L4
N 67'43'34"
E
106.26'
L5
N 88-12 27
W
30.56
CALL BEFORE YOU DIG! ITS THE LAW
ULOCO North Carolina One Call Center
1-800-632-4949
0' 2 00' 400'
Graphic Scale
Scale: I " = 1 00'
M
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3 4
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'1 = 100
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CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
570.93'
6724.79'
4'S1'S2"
S 07'35'45" E
570.76'
C2
368.02'
2819.35'
7'28'44"
S 04'47'24" E
367.76'