SW5230802_Plansheet - Proposed Conditions/Site Plan_20231222

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
CHA mAA/HABITAT roR HUA/AN1rY
Pa sox mi Surveyors, P.A.
P1fl390RO,NC 27312 P.O.Box 457 DRAWN BY WH
PARCEL 63216 ��N,YV- �'�IlCE7VS6 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. Z
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 EASDeV7)
PRESENT ON THIS Sl7E 5 0206 ACRE zees sF: (WaLOES AREA N EAS91Vv7J I
4. ALL DISTANCES ARE HORIZONTAL U.S SURVEY FEET GROUND MEASUREMENTS s aaP,s ACRE zees.sr (Watca AREA N EAs�11y
5. AREA DETERMINED USING THE COORD/NA 7E GEOMETRY METHOD. 7 arils ACRE z554.sr. A�V�apLM AREA N EASEMBiF y \ I 1 r(
6. THIS S17E IS NOT WTHIN A 100-YR. FLOOD PLAIN PER fEMA FIRM Na 5 a0516 ACRE z554 SF. (WaWES AREA N EASDeV7f \ / _^ C D
N
3710876200K{f97H AN EFFEC77V£DATE NOV£MBER 17, 2017. r I I I + J, � '1,��
7. CURRENT ZONE RESIDEN77AL-10(RIO) SOURCE' CHATHAM COUNTY G/S 9 ao707 ACRE dam.sr (51a"S AREA N EASBWVT) _. ..._. 9
Io ao7o7 ACRE dam sr (�N�CpLLnEs AREA N EASE /0 CHATHAM HABITAT FOR HUMANITY �� �/ °°° v J,`j\' '
8. NO NCGS MONUMENT FOUND WTHIN 2000'OF THE SURECT PROPERTY. 11 a0707 ACRE dam SF. (NaWNES AREA N EASDeV7f 0,a 2214 Pa M2 / \1 ®` P � // �\ ° °v"
9. THIS/S A PRELIMINARY SURVEY DRAWNG AND/S NOT TO BE USED AS A 12 a0707 ACRE dam sr. (NaWES AREA N EA�/Tf / I 12=' _\ ®�v ..P4 •"'' �.(A� ``v O° C/-//)�°o\7O'i
SURVEY OR TO 7RANSFER ANY PROPERTY. 13 23119 ACRE 101,057 SX (Naa1ES AREA N EASEAR:NTf I 3 1 PS 2020-170 \ •Y °
\ / co
PARCEL 70067 I ly 1 I O •®� d� f fY = o
S/LER CITYN07ES• .... ` Zoned R10 ✓ESUS ARELLANO SERRANO \`�/ _` J 00 0. r _ U ° U °o
ROBERTO ORDONEZ✓UAN as/997,Pa 793 •` Q Q C33 y ° V)
a. Per the property owner, o//lots have available to it a telephone seryce cable adequate to accommodate the reasonable needs. LEONARDO ARELLANO A MA p U � �- U ' ? � Z o 16. �� °�\'
LUCIA ALONZO FRANCISCO AA 27,Pa 19 N
b. No droJnoge Improvements through one(1)or more lots to serve one(1)or more other lots are proposed. as z/sa 1za ` I PARCEL 62040 I ROSALINA SERRANO OR77Z p,� �•• �.•/,�� '��� 03
C. This development shall be in compliance with section 174 of the Si7er City U00. AS Y0Y0-1w as ns7 Ra n4 j V'O �Ut ..S ov`V� �jV,°°
A� '�',�
d. An as-built final plot Is required prior to the Issuance of any certifJcote of occupancy. Zoned R10 Pa?7 Pa,9 O Q // / , , a \® ''' °0 ```
PARCEL 70750 NEW PIPE (TYP) \ /f
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
_ — — — — — — — — pINpGE O EDGE OF ASPHALT
(- — / (9) GRAVEL PARKING \ SIGHT TRIANGLE ; . .. CRAVEN s7REEr
L;s.......................
SPACES & (1)ADA \ RD. CENTERED WITHIN R.O :.::.::. .::.::.,..::.::.::.,..::. .:..:.:..:.:
GR FORMERLY NINTH STREET N P.B. 27, PG. 19
SEE LAYOUT DETAILS. \ 20 WIDE :..:.:..:.:.
EXlSI1NG�40'PRIVATE EASEMENT ''............................................ .. . JPE
TREELINE TO REMAIN Yttit :::6so �(NAVD88)
P.S. 95-219 \ -- EIP EIP
:. — — — — — —
277.80' TOTAL
N 88b1'46" E -
`\ > 10 RAD. - \ TYPE C BUFFER � �p x ��:•::•::•::•::•::•::•::•::•::•::•: Zoned R10
`\ 10 X70' \ 2 �:: ................. Q
EIP \ / _ _ s ,- o ::'::'?: '::':: '::':: EXISTING PUBLIC WATER AND SEWER / J
Z EIP 62.0 :::::�::::::::::::::::
\ \\ 54 Oak - --— - C FIELD LOCATE
\
ROW Setback \ ` 25' D. \ 4 E
8 `\ \ \\ s?9 \\ -63 WIW 1�Apyq \ 4*g3� / / : ::: :::
S 2'3
S.PA� � \ \ 6 �✓ � \ FOR77NO ARELLANO OCAMPO
d .•'. ..•:.•..•.••:.•:.•. �^ /
6??� ?'�`\ \ — \ \ \ \ -6 _ O 4'.+ \ :•:::•:'.:'.:.•:•::•:. \ FILAR OCAMPO 1
3U OW back`\ \` \� _ J O �� \ :. \ ::::. :. :::. >
W \ \ \ Sa�" \ \ lP5\ I '.6✓°7'``. .`ro as eta Pa ssz
>r N .....
\ >�?� ! \ \ F2• \ \ . > AREA DRAIN (TYP.) Q
P.627,PG 19 o (SEE DETAILS) PARCEL 64747 J
LAYOUT NOTES -No= \ �� ~ ` ` \ �\ \ `�_ � ` \ � y \ \ \
24 Cum \ \ \ W F-
1. ALL RADII DIMENSIONS SHOWN ARE TO GRAVEL EDGE,UNLESS EIP \
OTHERWISE NOTED. `\ 1 1 \\ - `\ �-- W 30'Oak ' \ \ P�•�'� /
2. MINIMUM CROSS SLOPE ON ALL ASPHALT TO BE 1/4"PER FOOT. \ \ I 1 \� Yam, �!' :•'•':•':• -
- \ 11 20Gum-Twm \ \ \ / d I J G \ 1 N
3. ALL HANDICAP ACCESS RAMPS SHALL COMPLY WITH THE LATEST 6 \ ` \X \ \ i N U) \ \ i TOP OF IRON PIPE
EDITION OF THE ADA ACCESSIBILITY GUIDELINES. 2 \ � ` 2 --� \ \ \ '� \ ELEVATION= 634.14'(NA W88
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.WITHIN THE '�I-IL `� \` ` ��� ---_ `\ `� 5' R�fTT \ \ ,\ G�'� * •� 4° lPS / Zoned R10
SIGHT TRIANGLES SHOWN ON THIS PLAN,NO OBSTRUCTION �>� o (TYP) If- / \/ \ \\ ` (+��i lP .;:•
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 \ _ �- \ \ � / N \ S` i \ \ 3::.:•.
WITHIN SIGHT TRIANGLES,STORM DRAINAGE EASEMENTS(SIDE)OR �40 _ 122
SANITARY SEWER EASEMENTS. 00�� `J
6. ALL SITE CONCRETE(SIDEWALKS.)SHALL NOT
BE LESS THAN 4,000 PSI STRENGTH AT 28 DAYS. j \ \ _ 28 ` J ` \ o- T&S INVESTORS LLC ` w
\ \ 2ovok Twin _ ° o_ -� \ i :6.�✓ ::::. \ / O
7. LIGHTING IS SOLAR. o. \ \ ` `\ LaHTS BY LOC�4L POWER -�_ \ N N �,r� \ \� � jp / LL
is \ \ \ \ -- \ N \ \ _63;-. as/512 Pa eo9 —
8. SHOWN SIGNAGE TO BE BOUGHT AND INSTALLED BY CONTRACTOR. °'� \\ \\ \\ \\ COMPAN�. \\ I / o- \\ \\ \\ N U
\\ \\ '6' -_ DOWN-LIGHT POLtLICGWT-- --623---J-�—_� \\ �� \ \"I `\ �\ \ o- - ::6�': .:::. PARCEL 63465 O
EIP \ \ \ 2 TOT
Q J
'9\ \ I 18oaE IPS
I 3soak I �\`j� \ •3*° 0 `\\ \\` \ `_ N :: :::. 10'WIDE X 27' LONG DRIVES, (MEASURED m z W
--622-- ------7 �� / \ 6 0 6 i2�° \\ ` o \ FROM R.O.W.)WITH 5'SEPARATION Q
LLi
< ,>ty .... \ Zoned R10
EIP \
\\ \\ \ �o :::
�O \ \ �__-- �� \�� \ \\ \`\ / n 5'WIDE CONCRETE SIDEWALKS = J
6" X 10' SMOOTHBORE PE �� \ 3" E \ \\ G (17.5 INSIDE RADII) LL
PIPE @ .5% MIN. (2) SHOWN.
��'a d�� \ �\ `\ NOTE. ENTIRE SITE " o ° `�--•-� /-�� = Q
6 MIN. COVER (TYP)
\\\AREA BEFORE DIVISION � \\ \ \�� \Q��,� �\ � �� `\ � ��-� 1P5- : :. � >Z \ \2`,/
3.132AC. i \ \ p \ (� O \ - 6
\ \ (INCLUDES AREA /N EASEMENI) ` \ o 3�° `\ °0 ' O
EIP
O N \ 62 �OQ \ —O , N C o0- \ PAULA CERVAN7ES LACUNAS
SEED AND MULCH \ / `�22' \ E/ E - - Noo t: . :.::. 70.E &A m pa gas
403 2.3¢03 O. \ Noc /P 1 PSY7Pa,9 I�I
PARCEL 15530 W
Lam..... • 11 11
:. "_� 1 WATER SERVICE WITH W.M. & B.P. &4 M
IPS o SEWER SERVICE (SEE DETAILS) l�
EIP
`�. Zoned R10 Q 00
\ : U
d.
\A 0,
^ — J \ ` 10 X o NP'SE G�-\ —.' 6z ,p Z
` \\ \\\ %�\\6 or o \ CO I I O (n V1
-616_ \\ \\ m� / _�� 1Q �\ \\ tJ'DEEP�i N / Nl �-- •� P-
;� r �� GO ElP 18 Pecan•.•': \ \24 / -0 `/ 00 (�
,03oEEP :::'`rl�. ::. ` �•-i v�
�2 FQ" \\ �62.3°i 0 0 :.:.�Eti..::::::. \ 7 ,�
i /\\F ONQ \ _—— ` O \ 7� �11°'° DANNY WA>7VE POKERS
O`Q — y \\ i —_ _
A `_ O �`\ 2s Oak •`o`:` :::::•:. U 00 0 N o
Nip%
5,\ \ ,Ce`�5�`G�` .\ \\\ �\ `t N \\\ / / \\ ,� 1�a2 ..... cn vaz�Pal9 l 1 O 0)� (�::: % �/y �� Q�5�� ,\ \\ \ ` \ oo\ \i �62� !� G \ oo .... .Q ... ' PARCEL 15535 IZI O Q) 0) (� OO
Legend ,� _/ TOP OF IRON PIPE �. ::.:::::Ari:. W
\ ^ 1' N `\ `\ ` `\ �f 12 \ G� �a ELEVATON= 622.00'(NAW88) 9 ::{i:::. :. ::. �-� � C)
EIP - • - Existing Iron Pipe 2 S \ P. \ \ \ \ m
EIS - • - Existing Iron Stake (Reber) �'�s /y P � ct
61 \ \ \ \ �, �\ 5 5 10 ':;;:;:;:;A.;;...
R/W - Righ t Of Way ....Y. :::::. N
WV - Water Valve � U )
CO - C/eanout s 5'WIDE G�QVEL PArId
A 98
PVC - Polyvinyl Chloride /� `` ��(TY� 5�FR0111f R \�`� �6 Zk PROPOSED TON7VHOMES \�/ \ ,a G• 1
F \ 6i 7 (4) 22'X 48' UNITS :.:.:.....::•::•:. / P
P/D - Permanent Identifier tS' \ s 1 ElP 88'X 48' TOTAL 2
X - Existing Tree �. , l! o \ � 2 (SHADED) ✓LIANA ANAYA :::..A•::::.�.
CP&L - Carolina Power & Light Company ��9 �y \s S ae,max Pa,�5
i o
NCGS - North Carolina Geodetic Survey �� \\ R\ \ ElS \ PS�J9 pR�Es N1�
GPS - Global Positioning System \ 12- ^\\ \ �� REeAR Zoned R10
Vl?S - Vlrtua/ Reference Station N.C. GRID COORDINATE DER {
NORTH - North Carolina Rea/-T'me Network - \ 2° NAD 83(2011) 0 W /� � C3
:e x:::qp'. .r.:.... h•�•I
NAD 83 (2011) - NORTH AMER/CAN DATUM 1983 ` ,L�'d 6�•28 N= 720,693.24 :.c�y: l�r. NA,yC CZ
NA V1788 - North American Vertices/ Datum of 1988 655. U.S. ,URI 616.71 \ ?1¢08' N 0,
'P w O
12 U. SURVEY FEET - 'E
Surveyed Line \ i - �a ?�4oR/IONTq ¢¢S"/Y \
Line Surveyed Line
curve d ------6� l0/ \ 6'WA7ER HELL O� �GR/D D�AN ED/STgNCE J \ , / F-
( 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
MC GRID 3O 0 15 30 60 120 / ` / NAD 83(2011)COORDINATE
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 200T419
PARCEL 15534