NCC240376_Site Plan or Location Map_20240216

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I dTEMPORARY `\ ;A�- 0.0993 AC WETLAND
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1 3 DISTURBANCE NO WETLANDS CONSTRUCTION ESMT. �� %, Q
I 11` EX.BLW \\ Iw ;\\� PERMITS ARETO BE RBED APPROVEIDL RETAINING
ACCE55 AND 0 e
\ MAINTENANCE ESMT. W , ak
I \ \ \•\ RETAINING WALL I ---
To, — i ��' � i � AEp
\ _ , VARIABLE W/SAFTEY FENCE ," 76 !� ry ,�
\ 0:' ' \.'
WIDTH BY OTHERS (B. LJ
LANDSCAPING COMMON AREA/ �� ,�
\ &TEMP. I OPEN ' 9
! \„� CONSTRUCTIONEASEMENT 4..... .A / •-•, SPACE - `,�
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I ti '.•• - -`FR..• ` . VICINITY MAP N
15'PVT. \Y / �1p $ `�JETLANRS. •,'•••', N,SCAPE BUFFER c
STORM ! 0011. O O I • �-� 1++=2,000+
CTION
// DRAINAGE V `' —
25' ESMT. \ ..�' \ S 1 / O O9 1c 8,4695E 9,3055E -PRO•P' O9 I [IMU/ LANDSCAPING \ / NOTES:
&TEMP. ! OQ ],625SF ],1915F 3 HYD OP UBLIELIA WIgy S)a"PLUG W/DEADMAN N w
____\ CONSTRUESMT. ve„ 23�11 R •. "P HOD O Y\m©8 1,6255E ,/����E■L=,,,= .„,,::T. ' $ DB=IC RRV✓ l'62]SF� (1)88"EV,ALVE THIS MAP DOES NOT MEET G.5.4]-3OAND IS NOT FOR RECORDING. MErn
gli THIS PROPERTY S SUBJECT TO ANY EASEMENTS,AGREEMENTS,OR RIGHTS-OF-WAY OF RECORD
20'PRIVATE / ' 4R \OQ ® ],6255F �-- '.� �
PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OFINSPECTION. c
STORM BYPASS H \k-+I\:m - �i ��{ M �� P 1� LOTS TO BE GDED
SYSTEM 1 _' 11,272 SF W: •1 ;� r ,FTO•S.• --10X7 --��� DURING PH SE1 THIS MAP WAS PREPARED WITH OUT THE BENEFIT OFATITLE REPORT AND DOES NOT NECESSARILY
>"/ 9 1 ..,‘,..sr:..- �/ I I�T 62 S 0%IO SE _W/S `�`^•• CONSTRUR ION INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
S ® �. ///111
• ,5,� !L ' 'L��jO%]0 S�• 4\ O O 'y •
I TOPOGRAPHIC INFORMATION TAKEN FROM GUILFOROBALAMANCE COUNTY GIS.
11,150 SF ) 6 9,725 SF 61
9 O BOUNDARY INFORMATION TAKEN FROM SURVEY BY ALLRED LAND SURVEYING.
/ SF Ofl5:�, SOU I /' I II�II £ 63 9.939 SF 9,6095E fi Irci-I 22 CI
1 2D I NO SURVEYING OR SUBSURFACE IrvvEsnGAT1GNUPERFORMED BY STOLrzfus ENGINEERING,INC.
/ . \\
S - )(, `W 9,78 SF ]625 5F
pip\\ 19 \'3•Y 00 W0.„14 •''':-.,• I B I 8,894 SF �9 ANNEXATION REQUIRED PRIOR TO CONSTRUCTION PLAN APPROVAL. Z N
9.6645E .+'s'' PUgU I'. ;•— I _
$9,Z? � /,40j 50 •BX. Ir 9,1®F I1�I O O PROP.
\ \ Q U of
O `1NETIAND;.• 64 $9 PARCEL DATA: a
• .�/�,��''>����\y�y'L, PROP. 55
9,2615E �''/e�,f`� • COMMON AREA/ I A HYD I ' 8,3165E `(1)8"PLUG \ \ TOTAL ACREAGE:13.92 AC.+/- 'LC!
',,?,E.,,.,
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\ j$ \ PIN#8845021581(GUILFORD)8® 4y ., / OPEN SPACE •N O ' �� (1)8"G.V. \/ O
3 \ / PIN#8845120815 ALAMANCE ?Z w Iy`
< W 8,0915E .II i i
�el� 6$ I / DEED REF: ( ) w a V
8,581 SF LP C /4 $$ \
PROP. 8 /� ,'• q� • 3 j 1.9515E D.B. 8752 PG.2213(GUILFORD) O D N
HVD ® ,Ry; - F,�E"' • o/ J 3® //��J j / 1 D.B. 8752 PG,2216(GUILFORD) O L
A- \11,5385E •P�' It 0 // i_ 4O / O L D.B. 4499 PG,139(ALAMANCE)
••` 91� 777
/ _ 9..;,ti m Z62s SF `O N 66 w m o 0
NI e"PLUG W/DEADMAN p > $7 TEMP CONSTRUCTION ESMT. D.B. 4499 PG.142(ALAMANCE) W K o
BEFORE VALVE '4rF /' Cy% fr C 20 ],635 SF ' / EXISTING ZONING:RM-5 (n O O m
111 e••G.v. p�4P + 13
p/// EXISTING USE:VACANT
(1)2"BLOW OFF 3 14,5515E p.• • I Ss. 1,6255E P __h� Q
�/�/ PU LIC £ /� PROPOSED USE:RESIDENTIAL .Ww
,©T 4 e\/ •� DRNG.ES I I 'E," SUBDIVISION UNIT INFORMATION: �/1 Q TEMPORARY GRAVEL /� , A 8\T .1j/I,�II' 76255E ? e $6 2
TURNAROUND X'�+/ - • , � .29• II(la�F�' �,,,, `A a I �/ LV In a
O� / / ©3 / R'$ 15'pyT.D PHASE 1 DETACHED TOWN HOME UNIT COUNT:66 \� QQ�
TEMP.TURN 84 iEx • / lX x I RAKES, 2o'STORM J= = PHASE 2 DETACHED TOWN HOME UNIT COUNT:77 7
AROUND bL`.F. I 7,625 SF I'� 68 O DRAINAGE Q/ `
ESMT. / /y '9D P W / b
Q �I� w $$ EASEMENT , `OTOTAL DETACHED TOWNHOME NITCOUNT: 49A •5 °Nm+: PROP.MAIL j S 1,6255E p-5� ,2 �, TOTAL DETACHED TOWNHOME UNIT COUNT:192 li J w Q p m
$3 / PiS`2`'P ;6 KIOSK AREA �I •61 I _` OVERALL DENSITY: 2.64 UNITS/AC ZNJ
Z: 7,625 SF ill
69 V P Wd3 k4. i- I I II'� II\ ],625SF $4 a'dd CD.Sep DENSITY EXCLUDES AREA TO BE DEEDED TO CHURCH O Z
w 30 3: 7 P � wam�
LOTS TO BE GRADED 5ry ,Qj 'i)-,=,625SF 70 OPEN SPACE CALCULATION: �N/
DURING PHASE 48 ¢ N?I I 15 pUeUC 28- .�/• / O5F 53 ' COMMONACEA! / TOTAL OPEN SPACE:21.06 AC 1.1.E J Yv
• 18 CONSTRUCTION / I m /
DRNG.F$MT I• � -26 - OPEN SPACE TOTAL AREA.73.92 AC W
II /L129� ....„ ' %OPEN SPACE 28.49% J Z
��EEx. PROP. ],OL])F I 71 E9MT,', $2 %OPEN SPACE EXCLUDES AREA TO BE DEEDED TO CHURCH 1, O
\ @ 1L
.-INET DS HYD7,625 SF
¢ W H
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:Jr# PARKING REQUIREMENTS: O Q
I? \ \ � lg I51 IREQUIRED PARKING 25PACES/UNIT ON SAME LOT m OS \ © / / 192z2=3845PACE REQUIRED NLjj
\ 15'STORM DRAINAGE A/y 1,698 SF J O
\ \ / ESMT �� 2 I SPACES PROVIDED:384+AMENITY PARKING W/ONE VAN ACCESSIBLE SPACE Z x
\// I •
(// J3 50 ALL HOMES TO HAVE TWO-CAR GARAGE WITH Oww
$ TEMPORARY CONSTRURION \ 8,100 SF I STORMTO NEINSTALLEDDURING ADDITIONAL PARKING IN DRIVEWAY �Z
IW ESMT. 9-32- ; I, 8,6385E 15'PVi. O a V V
f 11_5'pUBIIC I�I�lIII PVT.DRAINAGEESMi DRAINAGE ESMT. PHASEICONSTRURION 0LJQV
_� �\ 1 D G.ESMT. ■ —F-30� Pb,3— CATCH BASINS 29-33 TO BE V
I B 12
\ 1 Y-25� INSTALLED AT PROP GRADE. TOWNHOME SETBACKS: V J
/I 1 P'III YI-1 O FRONT:IS'
1,62s sF �.g. 74 49 O O a n
I I
IZ1,6255EMIN.BLDG SEPARATION:20' Wz09( ]V / / ADESNLADLG NDTRNAT2BACK:25' Z11 \ ],625SF ��il ll3 �ia J$ 48 �H. SIDE STREET:15' 6r O O) I) - UO WATERSHED INFORMATION: u /G I,"_i m],625SFJ - THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED. //l I 7,625 SF I ,,)I LIm CD
47 T / OOD INFORMATION /
I 7,625 SF 6
23 I t
N O / A PORTION OF THIS PROPERTY IS LOCATED IN ASPECIAL FLOOD HAZARD
N ,625 SF F a a AREA PER FIRM MAP 3710884500E REVISED 11/17/2017
1 77 �¢ / \
-p_6- �I'JII I / TEMP THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE
J,6255F \ CONRRUCTION/GRADING U
i i 15'PUBLIE PROPERTY OF THE ENGINEER.THESE DRAWINGS ARE PROTECTED UNDER V
z ggz w // II D NG.SMT. ■ --RIGHT-OF-WAY
Ey`�`` \ / WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER.
t.
8, SF iliilli; ESMT./ / 7819,161SF SE SANITARY \ /,// SEWER ESMT., O2022 STOLTZFUS ENGINEERING,INC, 2 f
i P 5-0 ,,3-0 13-0 2-5 5-0 1 5 215'STORM / \ ~ ~Ln O 3PROP. �E w C 8
DRAINAGE Z-°• 6082�F F� HYD EASEMENT LOTS T08EGRADED \ / LEGEND Lj r
I.SMm50Rs[)X O DURING PHASE 1 OB 4 Q /
\ TURN AROUND
CONSTRUCTION 8
J., - I ( I ��111c 79 /
n'�Vs'm. I 20 Avt.'"
�\\�\ � WArERM METER
0�� �\ 13,113 SF SOOT/ O%IWM) ��''yy K V� 0
S' .�\ 8,4825E , TEMP. �'GR 1Po ® WATER VALVEIWV 9p0 FIRE HYDRANTIHVDI H ZA�''�NE a (ultGx4�E rouR J J 9CONSTRURION O \ �0 IS'STORM / // ! O SANITARY SEWER MANHOLE ISSMH) N( ( �(I \ Y_] &TURN 84 ESN DRAINAGE J/ 4. STORM MANHOLE ISTMH)
0 CLEAN OUT
30"ROLL CURB J S.
(BASE COURSE) Ili5'THICK CONCRETE SIDEWALK
3� d .: �]�]q�� �1 �` 80 ^III AESMT.D ^ •G �lO) EASEMENT 'b atY •
O DB DEED BOOK p o \ LL
3,000 PSI CONCRETE
cOafflON mwr aP fa• LTwniA110 �roa e+ERr s 1 O ` Wi
8,9925E �\>r 13,113 SF f \ v // S/ GILITY Hi POLEE BEOG[Of PAVEMENr WIm �o\ ,,,,,/, \ `,, 81 ul I 83 y��\ 's' \?( / # PG 3y5e 6ES� \ 13,113 SF - d O 13,3135E e \ a / R/W RIGHT-OF-WAY Z. 1aAa©®oZ ✓` OPH 1$ ��_�"- wf�I13,1135E q. GROUND LIGHTE/R EL
' / 8,482 SF \,... DrLlry / �' _ � /f DRAWN BY:JAS
EDGE OF
/ � t'.,ESM ■ CONCRETE
.(1)8"PLUG g/ / . GUY WIRE c REINFORCED CONCRETE PIPE CHECKED BY:ARS
NOTES: /1 __�` ©1 - „: _ .,tl 1118G.V. 41
/ DI DROP INL[TA
I \ J �� "''¢t __ �Eir (1)2"BLOW OFF CURB INLET DATE:09/1$/2023
1. ALL ASPHALT CEMENT PLANT MIX AND METHOD OF PLACEMENT SHALL ( 8p825F � ''' ..eehC�EP-/`�y • 30'&50' � YARD INLET IVI) CI
COMPLY WITH N.C.DOT STANDARD SPECIFICATIONS. F +\ ® 10'UTl5 _F'{ \• STREAM BUFFERS FE FINISH FLOG ELEVATION PROJECT NO.:802.01C
2. ALL WORK SHALL COMPLY WITH N.C.DOT STANDARD SPECIFICATIONS. lit
1 2 S-�C..�t :i \< / / BSMT BASEMENT R
3. TOP COURSE TO BE PLACED WITHIN 12 MONTHS OF ASPHALT BASE COURST. \ SMT, I E ri GAS VALVE REF.NO.:
TPED TELEPHONE PEDESTAL
4. DEVELOPER MAY ELIMINATE MIDDLE COURSE BY INSTALLING TOP COURSE / 8,482 SF - 4. 40'PROPOSED PUBLIC/ ///
DURING INITIAL CONSTRUCTION.WARRANTY PERIOD SHALL BE 24 MONTHS I I I.% I � 1$ PROP. , /N• SANITARY SEWER AND / —mu— OVERHEAD POWER LINE SCALE:1"=1DD'
HVD WATER ESMT. /104FROM TOWN ACCEPTANCE IF MIDDLE COURSE IS ELIMINATED.
- \ DMUE DRAINAGE MAINTENANCE&UTILITY EASEMENT
5. IF MULTIPLE ROADWAY FAILURES OCCUR WITHIN THE SAME BLOCK DURING :;GI y,198,482 SF 1 g T l`` WEJ / Z\pNMl1ST O 0 — GASLINE WARRANTY PERIOD,DEVELOPER SHALL MILL ALONG EACH CURB LINE AND / BMP . ~'•0 8.4 � I 18,4835E �`�� $ 11 AND / /�I N6(O ,c'f UTILITY PRO 444, —w—w— wATeRRNe °;'N+++Cq,Qp,,,,,
REPAVE ROADWAY WITH NEW TOP COURSE TO NEAREST BLOCK LINE
J I� U\'- /
REPAVE
IN EACH DIRECTION. - / DT VO GQ• T T —",— UNDERGROUND ELECTRICAL SS" <�
D qGE xMP A //� J b oT FENCE LINE
=�'pFF /0`v.�
RAIN uH '1'
> fir, 8 SEWER a� P 9c�' /' E
- •. — J ` / 4 r to w1are1'INE: /rp/ \ 811 r-v-v-v-v-� w000suNEmP.I _ 26}6?"�
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TOWN NOF /�I B N V I L L E T--� - - - - - ' COMMON AREA 1 To • WATERUNef ,,
O G O S 6, P CONNECTION s-Y'} L,
DWG NO. REV. OPEN SPACE �.so° 'liy. ih/ /I318"PLUG W/ •.Q�";,"�/NE+`\'�J.
RESIDENTIAL STREET SECTION R3' I +* / h A�nm",+mn�n+n++ �...,.•
PONwnvE HOMER ' / ,DEADMAN BEFORE PLUG 'r STOP-,`••"
)•
DETAILSOTEET i. / G.V.
$ J= I �S \ F,, 1112BLOWOFF
LANDMENT SERVICES,
AND =T.• �/h A`
'�� I DEVELOPMENT SERVICES,LLC O J \ "R•, /' GRAPHIC SCALE ��
PIN#8835913574 `� O '' S FUTURE IO"SANITARY FUTURE a"WATERLINE
Q VUTFALL AT
/Po=� SEWER"SANITARY ,'� BY OTHERS
DB 8]30 PG.855 OQ' \ ,�
V� �� OWEN PARK W/30'
•
ZONING:RM-5 2 $ANITaRY SEWER / \ \ - II s�B
ILL TOWNHOUSES(LUC:2) J tP �� ESMT toh/ �� BEFORE YOU DIG!
il
P CO pc ODT-� / v + A PROPOSED FAH / CALL 811 N.C.ONE-CALL CENTER I/�
5�� �$ V 3 /�/\ `J�1' / BYOWEN PARK \\�/ ITS THE LAW! •
(IN FEET) O F L4
Yn I \H1A��,v.---100 F—,F f3��BODt�i / / / • • �/T41' `'1//h \�/ l inch=100ft.