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NCC240376_Site Plan or Location Map_20240216
E EUp'CN8\930 j2 """" 8 p8835 2�1.0 /Fs/ `yam E%.8"WATER \ _ , / P\N TPG. T .1<'%~.�e EA.BLDG / p8493N\NG.0 �- ,• �-:� / / T// ' ,� euR(IN.iONgH. - / 20 �- 5, ' �'../1•i DRIVEWAYCONNECTION \ \ / / OETH �'�, �� •• • SUBJE=NCDOT m O �Y' \, \\ REVIEW \ \ / , g U C ry / •�` 1 PHO 11 5\GNP CPP\NG \ E%.BIAG /J \ 13, �, P • .' ':: ^s l NDS OP / / 01 N p 4)Z --'/ i SPP\N ZTA PVE KRKPPNTFS�IC' / \, \ I .\ \ \ / $UBUCPI� p0.SOPERTY T J S =• PI la N V.Li; 4 444 I dTEMPORARY `\ ;A�- 0.0993 AC WETLAND /SITE % � a t 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 - `,� cs 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 $9 PARCEL DATA: a • .�/�,��''>����\y�y'L, PROP. 55 9,2615E �''/e�,f`� • COMMON AREA/ I A HYD I ' 8,3165E `(1)8"PLUG \ \ TOTAL ACREAGE:13.92 AC.+/- 'LC! ',,?,E.,,., ^I \ j$ \ 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 !/•Jy i :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?"� '---- 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.