SW5230802_Plansheet - Proposed Conditions/Site Plan_20240612

MINOR SUBDIVISION FOR
CHATHAM HABITAT FOR HUMANITY
TOWN OF SILER CITY, MAT7HEWS TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
LL5 TE
(-I AER—W Smith & Smith, �D 8 2022
CHATHAM HABITAT roR HUMANITY
Pa sox mi Surveyors, P.A.
P1T1390RO,,NC 27312 P.O.Box 457 DBAWN BY WH
PARCEL 63216 ��A',g6C'g_ EBtY IlCE7l3B'Na C-0166 PROJECT NO.PO4-1IA M
SURVEYOR NOTES: II----��
1. THE PROPERTY SHOW HEREON IS SURECT TO ALL EASEMENTS OF Lor AREEA rAetE Zj
RECORD AfFECT/NG THE SAME.
2. NO 777LE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE Lor/ AREA
COURSE OF THIS SURVEY. 1 a0707 ACRE dam.sr AVaLM AREA N EA n E-
3. THIS SURVEYOR DOES NOT CER77FY 70 THE EXISTENCE OR 2 a0707 ACRE dam.sr (NaLM AREA N EASBWVT) W
NON-EX/57ENCE OF ANY UNDERGROUND U77LI77ES, BURIAL GROUNDS, 3 a0707 ACRE dam SX (�N�ap"S AREA N EASEARNOTJ
OR ANY SUBSURFACE FEA 7URES THAT MAY OR MAY NOT BE 4 a0707 ACRE dam SF. (WaWES AREA N EASDeITf
PRESENT ON THIS SITE 5 oasis ACRE zees sr. (WaLM AREA N EASQOJTJ I
4. ALL DISTANCES ARE HORIZONTAL U.S SURVEY FEET GROUND MEASUREMENTS s oasts ACRE zees.sr (Watca AREA N EAS15ki
5. AREA DETERMINED USING THE COORD/NAIF GEOMETRY METHOD. 7 arils ACRE z554.sr. A�V�apLM AREA N EAS15ki \ I 1
6. THIS S17E IS NOT WTHIN A 100-YR. FLOOD PLAIN PER fEMA FIRM Na 5 a0516 ACRE z554 SF. (WaWES AREA N EASDeITf \ / ~—^
J710876200K WTH AN EFFEC77VE DA7E OF NOVEMBER 17, 2017. r
7. CURRENT ZONE RESIDEN77AL-10(RIO) SOURCE' CHATHAM COUNTY G/S 9 ao707 ACRE dam sT. (51a"S AREA N EASBWVT) _, ..._. c1
Io ao7o7 ACRE dam,sr (�N�CpLLnES AREA N EASE,�/0 CHATHAM HABITAT FOR HUMANITY �� �/ `� °°°, v J,`j\''��'.
B. NO NCGS MONUMENT FOUND WTHIN 2000'OF THE SURECT PROPERTY. 11 a0707 ACRE dam SF. (�N�apWES AREA N EASDeITf as 2214 Pa M2 I/ \1 ®` P .f� //� ° v"
9. THIS/S A PRELIMINARY SURVEY DRAWNG AND/S NOT TO BE USED AS A 12 a0707 ACRE dam sr. (NaWES AREA N EASE�IIJ /1 I 2=' •• C/-/
SURVEY CR TO TRANSFER ANY PROPERTY. 13 23119 ACRE 101,057 SX (Naa1ES AREA N EA�Irf I 3 1 P.S 2020-170 °
0
PARCEL 70067 119 1 O d f fY _ o "
S/LER cirrlvo7Es Zoned R10 ✓ESUS ARELLANO SERRANO \`�/ _` ® J op •_ r _ , U� °o
ROBERTO ORDONEZ✓UAN as/997,Pa 793 Q co LD Q C33 • y ° V) -
a. Per the property owner, o//lots have available to it a telephone service cable adequate to accommodate the reasonable needs. LEONARDO ARELLANO A MA p U �- U ?
LUCIA ALONZO FRANCISCO Pd 27 Pa 19 N `y, p
b. No droJnoge Improvements through one(1)or more lots to serve one(1)or more other lots are proposed. as Y,sa�'� ` I PARCEL 62040 I ROSALINA SERRANO OR77Z p,� �••• p�'" �.•/,�� '���
c. This development shall be in compliance with section 174 of the Si7er City U00. PS 2020- as,767 x n4 j d'O ••C7/ .•S ov`V\ �jV
d. An as-built final plot Is required prior to the Issuance of any certifJcote of occupancy. Zoned R10 A f 7 Pa,9 O Q '
PARCEL 70750 NEW PIPE (TYP) \ _ _ I Z Z /f T`\� °
I e. Buildings may have various lengths other than what is shown, but In no case will be loser to Craft Lone than shown on this Zoned R10
plot so as to meet minimum setback requirements for R-10 zoning. Zoned R10 \
168.26' FIRE
HYDRANT
_ A
O EDGE OF ASPHALT
r - / (9) GRAVEL PARKING \ SIGHT TRIANGLE ... CRAVEN s7REEr
L;s.......................
SPACES & (1)ADA \ RD. CENTERED WITHIN R.O :.::.::. .::.::.,..::.::.::.,..::.: ::.:..:.:..:.:
GR FORMERLY NINTH STREET P.B. 27, PG. 19
SEE LAYOUT DETAILS. \ 20 WIDE :..:.:..:.:.
EXlSI1NG�40'PRIVATE EASEMENT �''.........................................'
TREELINE TO REMAIN t ::6so �(NAVD88)
P.S. 95-219 -- EIP EIP ......................... — — — — — —
277.80' TOTAL
\ \ \ :.: :.......::....::::::::::::::.::
/ — ::. . :. :. . .. .. . :.
N 88b1'46" E > _ 10:\'70' \ 2 Zoned R10
\ TYPE C BUFFER ��� -0- o //�s �,.......................
10' RAD. - :..�:. . :. .. . .. .. . . Q
EIP _ \ w ::'::'\.................. EXISTING PUBLIC WATER AND SEWER /
\-7- EIP 54 Oak / $ :;:;::• :::::::::::::: (FIELD LOCATE) /
NElp �1p' ROW SetBack ` 25' RAD. \ 4 E
air_ \� \\ \��6 s?9� \\ �-631 WIW 1•AD , .
SPAS — — \ \ 6 .� o \ FOR77NO ARELLANO OCAMPO
6??� ?�� \ — \ \ \ -`\ -6 - 0 O �y •\ �\ �'.„ \ :•:::•:':':.•::•r:•. \ FILAR OCAMPO
30 OW SO �� \� J -� /�/ \ L: ::'. :. :::. a 21 / O W \ \ W \ �''• �a ry' I '. .6 '. 08 614 Pa 552 \ /
PARCEL 64747 Q
LAYOUT NOTES
24 Cum W F-
1. ALL RADII DIMENSIONS SHOWN ARE TO GRAVEL EDGE,UNLESS E/P \
OTHERWISE NOTED. `\ 1 1 W 30Oak �( I \ \ P�•�'� /
2. MINIMUM CROSS SLOPE ON ALL ASPHALT TO BE 1/4"PER FOOT. \ I 1 \� Yam, :•'•':•':• -
- \ 11 20Gum-Twin \ \ \ / d I J G \ N 1� N
3. ALL HANDICAP ACCESS RAMPS SHALL COMPLY WITH THE LATEST 6 \ ` \X \ \ i N N \ \ i "' TOP OF IRON PIPE
EDITION OF THE ADA ACCESSIBILITY GUIDELINES. 2 \ \ ` 2 --� \ \ \ \ ELEVAl7t7N= 634.14'(NA VD88
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.WITHIN THE '� \ \\ \ - \ 5/' R�IT \ \ ,\ G�'� a� * • 4° lPS / Zoned R10
SIGHT TRIANGLES SHOWN ON THIS PLAN,NO OBSTRUCTION a.�r�'. \\ \\ \ l T YP� / \\ \ (+i•i 1p ;
BETWEEN TWO(2)FEET AND EIGHT(8)FEET IN HEIGHT ABOVE THE
CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY IF NO
CURBING EXISTS. EIP \ \ \ \ \ ` \
5. NO OBSTRUCTIONS,PLANTINGS,OR FENCING SHALL BE PERMITTED \ \ \ 18 Gum-Ouod z i \ \ lips 3::.:•.
WITHIN SIGHT TRIANGLES,STORM DRAINAGE EASEMENTS(SIDE)OR \ \ \ \ \ \ -- 6.
o �P \ 6 \ J 22 /
dL
SANITARY SEWER EASEMENTS. \ � \ 25--__
6. ALL SITE CONCRETE(SIDEWALKS.)SHALL NOT
��°
a 20 Oak-Twk, \\ — _ — — _ / X 3 \ y J / T6...�.'` \ r&s INVESTORS, LLc / O BE LESS THAN 4,000 PSI STRENGTH AT 28 DAYS. \ A N \
7. LIGHTING IS SOLAR. o- ` \ L1 HTS BY LOCAL POWER �-�-- _J �` \ `j `� �'r� \ � � / LL —
a+_ \ \ .�'' N � �� \ \ -633—- /P as 1s,2 Pa eo9
8. SHOWN SIGNAGE TO BE BOUGHT AND INSTALLED BY CONTRACTOR. \\\ \\\ \\ �� COMPAN�. \\ I / >\/ o \\ "I \\ N � U
DOWN-LIGHT POL LICGH-T-_ ..... :
\\ \\ 62p -- � � --623- �� \ �\ \6, \i \ �\ c_ -'•'• PARCEL 63465
EIP \ 2 TOT
A\ \ 1Boa1�X \ Y O E ��\ \ IPS�^
I10.k ' i \\ ���\ �- \ \ 6 .340 0°'�\ \ \ 10'WIDE X 27' LONG DRIVES, (MEASURED m z w l/�
\ s22 / ` \ N \ -- FROM R.O.W. WITH 5 SEPARATION Q
<\ ,�f �� N / Zoned R1001
EIP
5 WIDE CONCRETE SIDEWALKS =
�• \ \\ \ SITE (17.5 INSIDE RADII)
NO T�• ENTIRE ,
AREA BEFORE DIVISION _--620- --� \ 0,0 °°
(INCLUDES AREA IN EASEMENT) / / \\\ \\\ \ W� 1\\\ w V� \�\\ \` 1P.�
\ \ �/ \ N cn
34 0�/` \\ q°0
6? " Q ` � 122. . C 'O Ul \ PAULA CERVAN7ES LACUNAS \ / O
EIP \ i / \ \I,22° / —`n o
\\ \ \ \ SEED AND MULCH \ \ / E N F, Z
03" E �03 O, 00c lP PSYZPa,9
'3 62.3/-- \ N PARCEL 15530 LLJ
ss-'rc,, 1 1 � �� PgF. \ \\ \\ \\� o\ t� ` .\�G� ' \` / �\ � ..:• N� � 1"WATER SERVICE WITH W.M. & B.P. &4"
SEWER SERVICE (SEE DETAILS) Z N
EIP S \ \ /\ \ / i o
\ ��
"�. "' \ N Zoned R10 ` 0 � 00 U
_J / \ d.
,61 / \ \ \ ta. � / �� � 'R :•:.fie=:•r•
N ct
'\ �Ow^\\\ ,/ `\\\ \\\ — 1BPgo/ar X o \, Q�P` Ci ,\\� � _6 �� _�— / \ I IZI_61 O O wJ
-616 \\ \ cfl� / -�� \1 Q \\ CO
t T CEP
vQ \ `\ i r �� GO ElP 18 Pecan : �24 / U 00
DEEP
NO \ -- \\ / •-6•t162•i 40 0° r \ DANNY WA>7VE POWERS `-' W Q L I W
::: \ I J,�
11 — \ ::•r:.:•:. . bn as»xs Pc 17v l 1 T
\ \ 2 2s oak a':':: ...... It
Nip
�` PARCEL 15535 " Z C� '�
Legend ,6 J 1\\\ \\\ \\ \ - ��� V� ELEVATOP AON=F622O00 PIPE
VD88 Z W y�
EIP - • - Existing Iron Pipe 2 �. - - \ PgE \\ \\ 12 \s G 3 ( ) a -{ O,
cit
EIS - • - Existing Iron Stake (Reber) �'�s /y P �61 \ \ \ \ N \ 5 5 10
R/W - Right Of Way o. 1B" oo\\ 153 3� .... . ...... / ^ N
WV - Water Valve v J
CO - C/eanout V)(IDE GRAVEL PATId
/ 6a 15-(TY� 5�FR0111f RRL� \ �� Zk PROPOSED TON4VHOMES 1 � 1 W
\ . i is? ..
PVC - Polyvinyl Chloride `� �\�. s7 �sr (4) 22'X 48' UNITS \ ./ :.::�::•::•::•: / ,� 1 PG
P/D - Permanent identifier ` tS' �'��3 \ s 1 EIP 88'X 48' TOTAL 2
X - Existing Tree �.
3 (SHADED) ✓LIANA ANAYA
....T....... r T l
CP&L - Caro/ina Power & Light Company ��9 �y \s S ae 1554 Pa,�6 ::::}i,;::;:;:;:;:.. f6' S EE r
i o \ ::::r:. :. .: 5
NCGS - North Carolina Geodetic Survey �� \\\ x\ \ EIS \ PS�J8 pR�Es N1�
GPS - Global Positioning System REBAR Zoned R10 cN ECG Z
�61 \ �.........
WS - Virtual Reference Station _____ \ \ N.C. GRID COORDINATE '' `• ERA
NORTH - North Carolina Real-Time Network - \ / 20" NAD 83(2011) :::::'` QRo W /� � C3
Ap'. :....... h•�•I
NAD 83 (2011) - NORTH AMER/CAN DATUM 1983 ,��'dC' �•28 N= 720,693.24 �G:dfSA,yc
NA VD88 - North American Vertical Datum of 1988 --- - -611_--- �G CJ 5 6.5 E= 1,860,616.71 \ ?1¢08, N
-- / 12 U.S. SURVEY FEET
Surveyed Line
Line Surveyed Line
curve d ---- -61 - \ 6"WA7ER HELL 07 �GR/D pAN ED/STgNCEJ \ / , /( surveyed) 2.0'OFFUNE \ oV y '`V Approximate Right Of Way Line (not surveyed)
Fence (surveyed) - -609 Zoned R10
----611---- Minor Contour Line (surveyed) \ / LOCAL GPS/GLASS Scale Point
--- -610- - - - Major Contour Line (surveyed) EIP 6"NAIL SET
ro,
30 0 15 30 60 120 / ` / NAD 83(2011)MC GRID TE
v N= 720,645 98
\ �s / E= 1,860,825.50
U.S. SURVEY FEET
U.S. SURVEY FEET \ BEARSKIN HOLDINGS, LLC
1 inch = 30 ft.
a5 2174 Pa 7043
AS Y00T419
PARCEL 15534