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SWA000230_More Information Received_20240105 (11)
�� 2ae avTIFI N 40°50'S3"W JAMES HN/F.THOMAS / j I /F FRED W.THOMAS / / d ROPER EDP PIN: 0501-39-0352 3 C BAGKLUN TOIL DB 460 PO 0206 l ROPER EDP ZONING: RA-20R / N/F I \ `�` BAGKL ND T JAMES H.THOMAS \\\ LAND USE RESIDENTIAL PIN: OS 8-24 / FRED W.THOMA5 N D all P6 / PIN: OSOE-39-0352 ti�N B ZONING: RP \ DB 460 PG 0206 N�. ZONING: RA-20R LAND US VA LAND USE:RESIDENTIAL PIN:050b-2-01 L' UU 2H DB 3639 PG 0662 ZONING: RA-20R G I.2 LAND USE:VAGANT PAP �� S _ - FIRP STATION / - 3 85-85- _ �85-�8 P'/ 5 sa as_ss G1.3 Hs s 5 �A-�- s sa=s se as�as GIA GI.� Q�F Nam, -- I �., j - -�_ e - � - N� 0' 0 �I'I % Q I�I -- m-sa I ems ° RNETT COUNTY BOARD n"g \� I I I 1�1 r O � � �s� ��� --�__�_// OF EDUCATION / _ _ \ ,,0, I;I�, '0 �y 0;0 / T � g�se ;®i,i® ,®I I®� �_®ii �� ---s� \\�� _ •_._._R,_ -'IN: 0501-31-6133 O _ - \ I I O ry N IOZ, 5 I I O�� -S- - DB 861 PG 0410 /i r - - , n - �/� ���'� me m B/ ZONING: RA-20R / v I $ I I O '0 ' _ - - J / a I I --I I -- /. 'EXIST.Y`IETLAND -'JD USE EDUCATIONAL _ T __ c PIN. NSTITUTION - ` � �� I / �� � � -� _II � v �. DE - �� ` LAB I75'PRIME VIEW ---- 6 OPEN VISTA - 50'5TREETSG n I ® I O __ ' I _ I I O ✓'- `'. ® O �� 0'�`� A--_/"�'�'/ ./ O. 5 �� �� v . 0 _- EXIST.PO` .MAIL K105K `'�__ �0�' ` - Li y ® 6 -IME ��0 � .® r 0 I/ ni �� / EXI5T.l ETLAND `.O 2 // r' - _; ry XIST.I^�TLAND � A'w' O�\0 O �0/i __�NH� - ® _ EUGENE M.RAYNOR \X\\/ / IN: 0 M.RAYNOR S O ' O 1 O``\° \\ ® �` ' PIN: 0508-43-9914 - _ \. _ .,, _ N o �•22°e DB 93E PG 0136 m tea-- a3oe q6• - ZONING: RA-30 _ - a LAND USE:VACANT _ _- m 30,STREAM BUFFLIR - - yI K w SITE NOTE5 LEGEND LINE TABLE LINE TABLE GURVE TABLE GURVE TABLE I. PROPERTY DEED IFPORMATION CAN BE POUND ON DEED BOOK 1513,PAGE 0246. -Pw wSNr of rwr LINE# LENGTH DIRECTION LINE# LENGTH DIRECTION CURVE# LENGTH RADIU5 DELTA CHORD BEARING CHORD LENGTH GURVE# LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH LINE/PA LINE L-I 49.12 N 19°28'OS'E L-25 204.44 N 83°37'S4'E C-I 14.18' 150A0' 2656° N 33°45'00"E 14AI' G-21 243.90' 400A0' 34.94° 5 56°53'22'E 240.14' rci 2. 2-0 UNITS PLANNED WITH HARNETT COUNTY PUBLIC SEVER N WATER. EgsU3 eTr N PR.U3JIIDINK L-2 46.60 N 48°01'55'E L-25 11 5 60°21'36'E 6-2 74.78' 15og0' 2856° N 33°45'00"E 74,01' C-22 3b7.82' b3OA0' 33.45° 5 Ti°11'10"E 362b2' 3. MINIMUM LOT WIDTH 7oq' M�Ni HALL L-3 47.85 N N'28'05'E L-21 54057 5 39°25'16"E C-3 164.11' 400.00' 2359° N 07°40'17'E 16355' G-23 286.41' 780.00' 21.04° 5 49°%'26"E 264.81' PR ROAD C8li6L LINE m 4. ALL CONISTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NODDY L-4 40553 N 04°OP 31"W L-28 211 N 86°(96 I7"E G-4 22233' 400A0' 51.85° N II°47'53'E 219.48' C-24 592.70' 250.00' 90A0° 5 05°34'44'W 55355' STANDARDS AND SPECIFICATIONS. -HEAW DULY PAVBBIT O Pw LISHT w PAv@81T L-5 44.81 N 27°45'11"E L-29 11 5 60°27'36'E C-5 260DO' 400.00' 37.24° N 09°Ob'01'E 255.46 G-25 168.90' 500.00, 1935° 5 76°SB'S6'W 168g9' 5. ALL STREETS 5HOVN HEREON ARE TO BE 50'DEDIGATED PUBLIC RAN AND UTILITY ®m'� �a>� f EASEMENTS. 0 FR SCM Ac EASB�BNT L-b 196.56 N 09°31'14'W L-30 97.12 5 39°25'16"E C-6 165.1 V 400.00' 2652° N 03°44'21'E 18352' C-26 256AV 200.00' 73b2° 5 50°29'43'W 239b1' w 6. ALL DRAINA6E EA5ENEHT5 ARE TO BE PERMANENT 4 PUBLIC.THE MAINTENANCE ®pR I mo,® �, L-1 229.10 N 11°00'09"E L-31 130.00 5 50°34'44'W G-7 182.44' 350A0' 2967° N 02°04'12'E 18038' C-21 203.18' 200.00' 5821° 5 35°25'O5'E 19455' q OF ALL SAID DRAIN I EA5EhENT5 SHALL BE THE RESPONSIBILITY OF INDIVIDUAL 0 pR AGE oFBN A L-8 III N 12°51'46'W L32 55.84 5 86'39'34'W G-b 54b8' 550A0' 6.45° N 08°23'15'W 54.62' C-26 155b7' 480,00' 18b1° 5 55°13'O6'E 155.19' 11 LOT OPNER5 THAT BORDER ALL SUCH EASEMENTS. L4 421.40 N 03°54'43'W L33 5557 5 67°W 14,W C-9 160bb' 550.00' 26.30' N 09°14'I1 E 15925' C-21 143b2' 400.00' 2051' 5 35°37'45'E 142b5' 7. DEVELOPER SHALL CONFORM TO ALL HARNETT COUNTY AND/OR NORTH CAROLINA o- SOIL AND EROSION RE6ULATIONL5. HgrmlGnP PPRKIN6 L-10 IT-TT N 22°25'17'E L-34 402.17 5 61°IB'19'W C-10 I93.44' 350DO' 31.75° N 06°30'51"E 141.46' G-30 423b2' 350DO' b935° 5 09°11 44'W 34823- P2 VIAHIDIOM RNT NORTH 8. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTAINING THE L-11 111.80 N O9°21'35"W L35 197.07 5 Ob°18'S4"E C-II 173.13' 200A0' 49b0° NOS°19'S2'W Ib1.78' G31 23A'1' 180A0' 734° 5 60°51'OI'E 23.05' NAI%3 STREET5GAPE BUFFERS AND ALL OPEN SPACE. ® �T M ® pw pq M SpA�c L-12 25DO 5 60'56'25'W L-36 431.11 5 64°31'IT E C-12 14354' 400DO' 27.T3° N 16°IS'�'W 141.71, G-32 250b9' 200DO' 66A9° 5 31°28'40'E 218.11, 9. FIRE HYDRANT5 AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY pR�Pa�SPAS _q STANDARDS.NO LOT SHALL BE MORE THAN 500'FROM A FIRE HYDRANT AND LOD PR LIKT aF DI5NRBANGE L-13 82.46 N 19°28'05'E L-31 230.12 5 45°54'55'E G-13 148.12' 400.00' 2122' N 08'12'29"E 141.21' C33 148.42' 200A0' 4252° 5 22°4T 51'W 145,04' STREET LIGHTS SHALL BE SPACED A MAXIMUM OF 300'APART. -LOD-TP-Prc TREE PRDTEcnoN PRICE L-14 336.65 N 30°OT 50'W L-30 210.06 5 25°20'3T E C-14 281.TP 400DO' 4036' N 01°21'51"W 275A8' C-34 221.12' 500.00' 2534° 5 T3°0'7'44'E 21932' N PR TME-1 E j 10. THERE SHALL BE NO UNPERMITfED DISTURBANCE WITHIN THE PETL ND5 OR PR I'caHtralR L-15 501,02 N 02°24'01"W L-39 32130 5 44°00'13'W G-15 22451' 250A0' 51.45' N 47°16'15"W 217.04' G35 12.94' waoO' 83b° 5 56°16'w E 72.BB' Q RIPARIAN BUFFERS. �pD-PR.9 coNrgxz 2,01 0, 100, 200, 400, 000, --------�o�-------Ex I'CONTq L-16 210.78 N IW 48'59"E L-40 167b1 5 57°l0'45'E C-16 130b1' 150.00' 49.89° 5 54'56'01'W 12652' 11. 51DEWALK5 AND STREET TREES ARE TO EE MAINTAINED BY THE HOME OPNER5 -goo- Fx 5 WNTa O A550CIATION(HOAU,PROPERTY OPAERS ASSOCIATION(POA),CONDOMINIUM ----EX waFeRTY LIE L-17 26759 N 21°52'40"W L-41 66950 5 64°31'T E G-17 44.95' 300.00' 858° N 74°24'52'W 44.91' OWERS ASSOCIATION(COA1,OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE _ Ex w61Nf-0FHYAr L-18 126.T N 72°59'S1'W L-42 181.40 5 Or 53,58,W C-IB 229.99' 500.00' 2635° N 63°45'22'E 227.91' MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY.SIDEWALK OR Fx AD1AcaNr PItOPB2TY urE ECala:I IIICII = .00 Ft. O STREET TREE INSTALLATIONS THAT ARE DAMAGED AND/OR REMOVED BY HARNETT Ex FAzae+T L-19 83.74 N 18°42'25'W L-43 62.10 5 44°OS'OS"W C-19 156b8' 250A0' 35.91° 5 78°24'S1'E 154.13' a COUNTY/DEPARTMENT OF PUBLIC UTILITIES/HARNETT REGIONAL WATER OR ITS Ex%AIAUAL cN6>NCE FLOODPLAIN p REPRE5BNTATIVES,AGENTS,OR CONTRACTORS A5 A RESULT OF INw Ex N nDA_vEn V1D L-20 111.99 N YO°07'1V.W L-44 50"1.42 5 85°4T 53'E G-2o 146.BB' 400A0' 21g4° 5 49°56'26'E 146A5' .] REPAIR/MAINTENANCE OF THE PUBLIC WATER AND/OR SEVER LINE WILL BE SE EX STRErNt alBat p REPLACED OR REPAIRED BY THE HOA,FDA,COA,OR ANY OTHER ASSOCIATION Ex EVRDMS L-21 6451 5 59°59'22'W L-45 98.40 5 60°21'36'E RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL ___-__ Ex C t) OOMMNITY. -Ex pgyseu�sE aP rAmER L-22 43429 N 18°50'33"W L-46 426.12 5 52°Ob'OS'E p 12. ALL AREA OUTSIDE OF LOTS AND OPEN SPACE 15 COMMON SPACE AND WILL BE Ex smEAl4PoxD L-23 13632 N 76°56'01'E ' MAINTAINED BY TFE HOA. - -Ex TR®JU-E .........../ -1-� L-24 311A5 N 50°34'44"E �:•LESS/C•.,, OVERALL SI I L PLAN 13. TRASH AND RECYCLI%WILL BE HANDLED ON AN INDIVIDUAL BA515 AND l✓ CONTAINERS ARE TO BE KEPT IN THE 6ARACE OR AT THE REAR OF THE YARD5. 5D Ex S NITH DRAIN , - - SD Ex SANITARY LINE , „�§#AL FOR 14. NG HWY 21 15 ON THE HARNETT COUNTY COMPREHENSIVE TRANSPORTATION PLAN. Ex 03978'u9 I5, TH15 DEVP10PMENT WA5 APPROVED U51N16 THE LOMPAT161LITY DESIGN CONCEPT. UCE Ex uu�+exiaero ElrsTwe PREL I M I NARY PLAN /��� MIDDLE POINT OHE EXOVBIEMELEci F�aS n5 PRaPas� Know wha!'s below. FMr'M.;11" Ib. THIS DEVELOPMENT 15 WITHIN ONE MILE OF A VOLI,MARY AGRICULTURAL DISTRICT. e NOT FOR GONSTRUGTI ON Call before you dig. FIRE HYDRAM BARBECUE CREEK TWSP. HARNETT COUNTY,N.G. m ° NgTLR vALVE ENGINEER'S SEAL o o No. DATE REVISIONS MORRIS $ RITGHIE ASSOCIATES OF NC, PG e e LI61R POLE O 8/2/2023 ORDINAL SUBMITTAL ENGINEERS,ARGHITEGT5,PI.ANf✓ER5,5URVEYOR5 AND LAND5GAPE ARC 41 T5 v a III n F 1 9/8/1023 REVISED PER NICDEQ COMMENTS .IOB NO., 21814 L.N ■ /' 530 HINTON POND RD.,STE 104 w 2 9/22/2023 REVISED PER NICDEQ COMMENTS SGALE, r'=zoo' ! A IF IL v� KN6HTDAL0,NG 2"1545 3 12/18/2023 REVISED PER STATE 5TORMWATER COMMENTS DATE, 8/2/2023 (9b E E-C-A 03 d LICBL,E><G-4182 ENSINI JMK I HIMMRA6TA.GOM N w DRAPN BY ER/,I-I ©2023 MORRIS B RITCHIE ASSOCIATES,INC. UT DESIGN BY, PKN STATUS: -151ON I SHEET: �Q REVIEW BY, PKN PRELIMINARY NOT FOR GON5TRUGTION 2 GI.OA N/F ,veav5olsa N JAMES H.THOMAS I /F FRED H.THOMAS ROPER EDP PIN: 0 50l-39-0352 3 �� BA PC TOIL DB 460 P6 0206 ROPER EDP ZONING: RA-20R / N/F BAGKL ND T LAND USE:RESID-NT',^I JAMES H.THOMAS PIN: OS 8-24 FRED W.THOMAS DB 5l1 P6 \ / PIN: OSOI-3 -03520206 6 ZONING: RP DB 460 P N/F LAND US::VP / ZONING: RA-20R OB THOMAS LLG LAND USE:RESIDENTIAL c� 3q aRrION OF THE PROJECT DRAINING ACE�yq DB 36 PG 0662 TOWARDS HICKORY BRANCH STREAMS=22,569 5F ZONING: RA-20R �as H LAND USE:VACANT OF THE / PORTIONr DRAINI TOWARD5 BARBEGIE CREEK BOIRIDARY(1YPJ . ^- es, HICKORY 8�ss _ � �. Ic 7 I I - --fIITI IIII��� HARNETT COUNTY BOARD \ _ ,OO O I �� / III �,� �Or I ®� \\ �DI / /OF EDUCATION — — _ "-1 a I I in i O ry i ry�� se I , m 1 lR PIN: 0501-31-6733 '`.-g 7,�) , - II _ �O 105 .=/sII OLIO � 0, �� 1 \ n ROBERT EDI DB 861 P6 0410 — ry n — II ' ' \ BAGKWNDZONING: RA-20R ' - — - I ry /� _ _ PIN: 0508-4!Im _ _ 2DB:3l I9 PLAND U5E:EOUGATIONAI- I Or / . _ - — J r I EI `lELANry - {T _ ZOING: R, INSTITUTION I I , ' /O $ I �\, xv } OI I ry ry j� G4 / \O O ' O i O _-- _ 1,—� I -- _ \ -l _ - /,,�\ IiI®,of I O . O i i .gyp- LAND USE:V. 30'5TREET �� I ® I 0 I I Ain �.,®' SURFACE WATER: EXIST.I^IETLAND O ( NE:TLAJSY=1,2273905E `� ��O0� .0 ' //�j / fr \ ® _11 / EXIST. ETLAND / e � R / 29851' EU6ENE 6.RAYNOR PE66Y M.RAYNOR �/ -�L— �Y ®, \ _ i \® `` ry PIN: 0508-43-9914 S - N o °'a zz E _ 1 DB 93E P6 0136 _, \ \T C_ � � ZONING: RA-30 ___e\/ AGE WATER: NET-ANDS 6 POND=407,158 5F LAND USE:VACANT / 3 URFACE WATER: - - p� VETLAW5=584,801 5F EXIST.STREAM WI BIRFACE WATER: 30'STREAM BUFFER WETLANDS=64367 5F K B.U.A. CALCULATIONS LEGEND a HICKORY BRANCH: -------FR LOT LIN&FARfA LINE TOTAL BOUNDARY AREA: 5094,599 SF PR EAse49tr m PR B111DIN6 OTOTAL SURFACE WATER: 8781901 5F Pw aas a turn=rx N PR RETAININS WPLL NET DA. 5,0151698 SF Pw POAD cean3c LINE N —FR HEAVY WIY PAV@B1t ry ROADS. SF O 54;255 Pw uSNr wIY PAVEH@R SIDEWALKS: 84,2855E ®2O'PH21HE?IEfL aIFFHt f LOTS(211): 685,Tw 5F 0 pR SOH AccES EASg.Btr TOTAL 13UA: 1,194,425 5F 17-717-7-71=1 PR oEH+� Q PROJECT DENSITY: 23.8% ®PR-UNPROVED°r915PApE 11 0 PR PLTfvE OPBI AP!& BARBECUE CREEK: PR FBYR O d TOTAL BOUNDARY AREA: 3,040,974 5F X b. b.x Pw HAMJIOAP PARpN6 TOTAL SURFACE WATER: 1,227,990 5F PR.NANO—RAM= NORTH NA➢S3 FR LOT NR�R NET DA: 1,611 SF � ® PR PARKIN6'FAOE CQM� ROADS: 611060 5F Ds -ACE SPALE 51DEWALKS: 3 SF LDD PR.uMr aF DISTIf�P1GE —LSD-TP—PRmEEPROrecnoN B3lGE N LOTS(62): 201,S00 SF Px TREFLIIE j TOTAL BIA, 282,493 SF 2,2 MI.caltralR PROJECT DENSITY, 15.6% ADD—PR v catram -------- -------Ex I'caNrauz 200' °' 100' 200' 400' 800' OVERALL PROJECT: -�� EX PROPHtm INE v TOTAL PROPERTY AREA, 8,11173 SF Ex w6HT4F WAY -- ax ADJAcev PROHat Y um Scaled Inch = 200 ft. a TOTAL SURFACE WATER, 2,106,291 SF Ex EASB4grt Ex I%ANWAL a6>HGE FLOOOPLAIN NW Ex N01✓-nDAL VEn.PND TOTAL PRO.EGT AREA, 6,829,282 SIB— TOTAL BUA, 1,476,918 SF __ __ __-EExx C�LRLBD o TOTAL PROJECT DENSITY, 21.6% -Px'PAvaB1T °P tIm6t ExEx WA K Ex sTRsvM+oxD :��{CAI2p" e m7REE ;� �`'' B.U.A. EXHIBIT so ExsrownvRAIN _ §#ALFOR cSAN EK SANITARY LINE 3 w w Ex WA ERIE 03gg8 9 MIDDLE POINT —DG—Ex SAS LIfg 12/28/2.�,a USE Ex uu�+ORoum ELECTwc PREL I M I NARY PLAN ' F,�•FNG I ;� OH Ex ovEweAD ELEciRlc Know whst'S below. ,'•'%�'�/'M ��',,•`, NOT FOR GON5TRUGTION C811beforeyoudig.v slt FIRE NYDRAM BARBECUE CREEK TWSP. HARNETT COUNTY,N.G. m WArtR vALVE ENGINEER'S SEAL o o No. DATE REvisioNs MORRIS $ RITCHIE ASSOCIATES OF NC, PC e e LI61R POLE O 8nn023 ORDINAL SUBMITTAL ENGINEERS,ARCHITECTS,PI.PdJi�RS,5URVEYORS AND LMlDSGAPE ARCHITECTS v F I 9/8n023 REVISED PER NGDEQ COMMENTS JOB No., 21814 L.i ■ / 530 HNTON POND RD.,STE 04 w 2 9n2/2023 REVISED PER NCDEG COMMENTS SCALE. A5 5HON1 ! � KN 6 b4)2 E,NG 71545 3 12/25/2023 REVISED PER STATE 5TORM HATER COMMENT5 DATE, 8nn023 (Gb4)200-2I03 d LICBL,E N C-4182 ENSINEER, JMK I l^MMRA6TA.GOM N LLl DRAWN BY, ER/JM ©2023 MORRIS B RITCHIE ASSOCIATES,INC. iT DESIGN BY, PKN STATUS: —15ION I SHEET: <Q REVIEW BY, PKN PRELIMINARY NOT FOR GON5TRUGTION 2 GLOB \J MATGHLINE - SEE SHEET 0.2 , �7/7 //7/// / 13,40'7 S.P x / / / EXISTING POND ,. 13,40'1 SF. � lorl sroP 516N i PEDE5TWAN GR0551N6516N' 10�A;I ' / / // TREE EASEhENT(TYPJ q / . STREET VILMLITY .RIGHT OF WAY hYPJ / / ,r // // 4/ ✓/ // / / m ea/NVAIZY hYPJn k STREAM LENTERLINE(lYP) � /// ///. // / / �� � �� ® � �•� — � V V � / / .45 PLANTIN6 5TRIP hYPJ � OPEN SPACE '/' / PROP.20'STORM /� /:' / / � L / 3� l , 1 \ \ ' / / r / / r / / / r / ' L / ✓ / / / / / / / / / r n DRAINA�eAsa�xr X �� � 12J215.as O sta I 14,16 40 4 se , ® �j\ PRaPERn can DART / 51,993 SF. \\l\ IN6 TRAIL / / / / / / / 1 I \ \`\ Dfq / ALnVE OPEN SPADE / / WALKING TRAIL osr AG AcnvE OPEN SPADE/ // // s0 PROP.SETBACK INVERT= PROP.LOT LIIg(TYP a of \` � � �Fkr., \ ��e`'r., F DR41N�A6E2OE SASEhENi / � y� // 54N-Fk�'rF�,,M� +� �� � / / �. / / - / � / - / / - / ' 'tom / >' / / /' / / // ,'l / // "✓ /' / / / ,/ / / ,I �/EXISTI N6 WETL 4 RIH 25816' \� ry rz M \\ / / //� / /- / / / '/ / / / / - / / / / ,� ✓ r., ./ r ,/ / ,/ / y ,. / / ,� / / INV.IN..245.626' �\ INV.OUT:245.626' i / / \ �, M \ �F<u, - / / I � WALKING TRAIL ' / / / / /- / / / ✓ / / / / � O 413T9 / , Y RIM 258.640' INV. 1 25"40 ' 1P FENCE S1 TI,N � Isla A / o,\ .BENCH /' //r//f / / ✓ /�,/./ p /// � ��, I N �ILL FUMP STAT16�E / 41 T � AN\SAN' Ft�M \�� �\ ��\ \1 / /i / / / ,�,/ \ _� I \ TRASH GAN(TYPJ RIM 254bgq' INV.IN:244.Tqq'INV.OUT,244199' / PR LOT LINE,PAR LINE RIM IN 2(,6' S4N F,r a,�F\M F -- ----PR.EASE�NT INV. OUT 626595a' \Sq \\M PREwILDINs N Sq Q - PRw='MINI Y14LL \ N ��'iy PR ROPD DENIER LINE �Fk -�• \�``!�� �\ �� // /r /"` / / ' / j/ /" / Q PR L LIGHT DUTY PA� 1 R ®40'FBtIFE1ER AFFIX SAN PR sct7 AccEss EASEFBIT ry�� ®FR OF@!sPAGE411 0�AG �AP[E RIM 218983'� SAN\SqN\�FENCE "EM VALVE 41Ft.�` `Fk�` Z / 141 �\Fk F a41 Q b b FR-II--II- / SMH SAN\ �\\11,F\\F,Y� 8k H\OHE=�`\NIy•� / a _ _ N ® PR LOT 1NIF>EH2 /, INV.NM268344' �N\SAN V ® PR P .WP COW INV. OUT:26b.544' OS PR OFEN SPPOE SAN O D- PR LIMIT OF DISnIRBhNOE SA N LL —LOTP—PR�FROnLTON FENCE \ J a02 Pft l'GgrtI L11R �N\SAN 41215 O �JOO—PR s'LONT"R M IXI'GOMOURM (Ll211 IXs'GONTDx -- IX PNOFEIUY LRE -- E-Ao�i+eF� IXTr LIW P� tN CAROB'•., 51TE PLAN SHEET i OF a IXI%ANUAL CHANCE FLOOD"IN IX , NW NON-HOPE YETIAtD �� FAR /AA---:': c SB IXsIiEAM ELFPIX - 12 2 - IX LWILDIN6 83978 J9 E P ______=IXFA�EN E�E� IX MIDDLE DINT _ EI Know wmrs below. IX T INE Call before you dig. z BARBEGUE GREEK TW5P. HARNETT COUNTY,N.G. ENGINEER'S SEAL SB IX6ANTAI LH No. DAIS REVISIONS MORRIS $ RITCHIE ASSOCIATES OF NC, PG Q SAN IX SMIITARY LINE ry G G Ex � O 6/2/2023 ORDINAL SUBMITTAL ENGINEERS,ARGHITECT5,PI.PdKE%,5URVEYOR5 AND LIWD56APE ARC44ITEGT5 i UGE IXLHDIXGR0IRN FLELIWO ` F oHE IX OVHLEADELEOTwc I 9/5/2023 REVISED PER NGDEQ COMMENTS JOB No., 21a1a ,.i ■ / 530 HINTON POND RD.,STE I04 U oasnxs PNaros® -4152 2 9/22/2023 REVISED PER NGDEQ GOMNENTS SCALE, V=50' ! ' IF KNI(5HTDALE,NG 2"1545 * F1 x DRAN 3 12/2S/2023 REVISED PER 5TATE 5TORMWATER GOMMENT5 DATE: Bruzo23 (Gb4)20 • LYAiIX VALVE LICBLrE x G-4182 50. O' Z. 10. 100, 200' ENGINEER, JMK ' l^MMRAGTA.GOM N ® O HATERtETER LL1 -o- PW82 POLE DRAWN BY. ER/JM ©2023 MORRIS B RITCHIE ASSOCIATES,INC. o uwir POLE DE516N BY, PKN STATUS: —151ON SHEET: p Scale:I Inch = 50 ft. REVIEW BY, PM PRELIMINARY NOT FOR GONSTRUGTION 2 GI.I Q I 10 14 I r—————————— � MATGHLINE_— 5EE SHEET G1.3I I I �:,� T 1 1 - -- - 2�ao sF. 19,329 SF. 14,351 S.F. 20'STORM / / /., / / / d / ✓ ,.. ../ �. / y / / .. / / / /� sTRen / I / DRAIILI6E EASEMENT I �"LNE(rrRJ / / � A / - I � I/ ' '/ ® / .3'UTILITY / / �� 12 195.F. \` `�` / / / `\ /g J •"� 5F.I 13 18 ,9 / EASEMENT(I1'P) PROPERTY BOUNDARY ,,� � �, , �_ �,� m� / -�, ��P.1o' ,v l � rRFF EASETENf � _/ ,_ /_/ �., / / y / / , / / , ! / / / i / / � , / ✓ ,.. / / Ki 9'� --- 14,'S2 GF. / 12,fY3 5.P. •D / / RIGHT OF WAYCD Ir I �/ - 38 4S'PLANTING 5TRIP\ O � ' I R I 10 SIGN(T1•PJ=��_-- / '' / � j / / �/�i /I/ , // , // , // , // / / / // / // / // / // / // 25 ROLLeDcwxe ttPJ ✓ ' -/ ' / ' / ' / ' d / ' / ' / ' / ' / ' tllv / / �g ' J L � � � LITy /► I _ � p,—m , /EXIST. WETLANDS' 1 ' I 13AR(TYP) / I 14p505F. '$ 18 -_--- 5��•� I 159T7 S.F. / m /'' 1P) SIGN(1 � I PROPERTY Ba>rmARr/ I � / o gyp• II / / 12,2215F. ' `y I r 41 12POO S.F. 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Know what's below. —PR HEAVY DUTY PAVETBIT ---------IXO.RS Call before you dig. , M,:,.••' PR LISITY V—PAv -------IX PAVEMEMi of�vrTCR BARBECUE GREEK TN5P. HARNETT COUNTY,N.G. ®-� & E'erEx ENGINEER'S SEAL �� 0 PR.scN AGOES<i FnSeENr IX SraEagForm ry ®—ACE ('•� IX No. DATE REVISIONS�✓i01 W o ®P IPROIDOPENSPA E �i MORRIS $ RITCHIE ASSOCIATES OF NC, PG PR ACTHlE oPB+APCE SD IX STORM DRAIN O 8/2/2023 ORDINAL SUBMITTAL EN51I ARGHITEGTS, YOR5 ANC LAW56APE ARG441TECTS i PR E SAN IX SANTARY LNE HlAT9Z w I 9/e/2023 REVISED PER NGDEQ GOMMENT5 JOB NO.. 21814 mL. ■ / 530 HINTON POND RD.,STE 104 w x b b,X PR.HAImIU.P PARKIN G G IX sAs LINE W j KNIC HTDALE,NG 2-7545 UGE IX u1DEItvRa111D EL8C1RIc 2 4/22/2023 REVISED PER NGDEQ GOMMENT5 SGALE. V=51' OHE IX-EJR EAD ELEOIRIL a ® o�' ExlsnNb PROM® 3 12/25/2023 REVISED PER 5TATE 5TORMWATER GOMMENT5 DATE: 5/2/2023 g84 03 HSE-C-4152 N ® PR PPRYJwi SPPLE LgMY . T PIKE HYDRANT '• VIhTER VALVE 2 ENGINEER: JMK ©20233 M0 RIS&RITCHIE� ASSOCIATES,INC. ,� 05 PA oPe15PACE � DRAWN BY. ER/JM LOD PR LIMIT OF DISTWBANOE IT —LOO-TP—Pz IRff PRo1PGTON PEHCE a w`�HE:Tt3z DE5IGN BY: PKN STATUS: REVISION 5HEET: �„ mr'CONTOU1, PI6�H�Pd REVIEW131 PKN PRELIMINARY NOT FOR GON5TRUGTION 2 G1.2 MATGHLINE — SEE SHEET G1.4 o _ /. 509os.F. / '.\ / 12b93 PROP.PEDESTRIAN S.F. cRosslr G 516N!r P1 / PROP.HGA RAW(Trn // ��_,� / � / / , / / m / / / > / / / 1268s sF. / 13,49H 14,271 5F. / / / / / / / / / v / / , / \� / /i hey / / v v PROP.STD.CROSSWALK(TYP ,441 5F. I / / / / /Z ' / / / 'j, P'" \ \ 12b85 5F. 12 29236 S.F. < /' a,. \3 fl �bp n PROP.5TOP 51GN(1YP '�/ / 250w 8L \ ` / / / , ,' \\ / 13,95H 5F. � ✓ / , ./ /� v, 126 , \VA, anwec v v QI 12AM 5F. 125045.F. 15baa 5F. / / ' I 1 / l l /s oo• \ �' %,'� / , / h_ , / , 2bB5 sF. ';�. 2p90 S.F.14,3395F. 12bH55.F. PROP.2EnMe 1fNYP T�F�' / },� 3 // �// \ / 30'STREAM / / / ,` � � ar•• / / d /-BUFFER lrrFJ / 19 � I 12,2565F. '\} STREAM / 14.7665F. � \ ` �G/NTERLINE(NP)//` / �// / � / // / O / / \ • r � I I / --L / —b,.4• ifi >� /- r; jai'" �� / / / PROP.20'SroRM / / - -- -� I � I I I I a k-- /�' ':= d �a xr":• v ax / / / / / T / v ' / 'tya �/ \A� v �s'' ` / 1 I I I / ,N \ R 2 aP � / ITYPai / T4✓, /I 12000 S.F.12�J9 S.P. \ 31 n Ia,T245F. 1 12P45 S.F. I I V / 1 Y;y:.: 1 _� \ \ i �yg(/�''� \\ \ •\\ / /�/ - `/ / / / ' w ' /'/ / / � , r � \ \ � '�'Ms v4 <'' PROP.25 ROLLED CURB 12,0455F. EOP i16 13,4445.F. i -/- 12,291 5F. \ -�- \CS \ "NO E / PROP.EOP(TYP F \/ / �/ ,' / / / ' / tr _-- 12,000 S.F. 13,no sF. 14,711 S.F. d / PROP.SETBACK(TYP 1CD } 72 \ \`' ry PROP,LOT LINE hYP 1 __ _ �� __-- a 3 e+•\' \ ✓" - r` i , / , / , �' / , �' / / �" / , / \ / / u9 �I 12P05 S.F. / W `fa � \ ' '/' 'c //, //, //, // /, //, //, //•, -�_ I a PROP.1o'sTRffTTRffeAst7�rhYP I / / i r EXIST. WETLANDS / / / / _ 11b14 S.F. I - / / / / / / / / / / / 1�Y'� p 1 1 / / / / / / / x — — PROP.3'U pye:"TILITY EASEMENT(f1'P _—'- --- -- -- -- I DR0.1NA6E EASB•ONT./ .. I f --- - --� I 13,386 5F. t r 11 I A$ ACE 14 12,230 s.F. I -- 10 199295F. g� h / � / ' / o yaR MATGHLINE - SEE SHEET GI.2 / LEC�ENn o= EXILONdR — a —goo— Ex y caxraLR ZN GAR04''• Imo' ' -; 51TE PLAN - SHEET 3 OF 9 m -----Rz.wrlrtMV --- FxwexraF I _ §S#AL FOR PR.LGrt LIIffRARCB.LIME -- E%ADJACENT PFOFHtTY LRE —_—___Pw EASB�@tr -Ex 645B8itr 50' O' 25' S0' 100' 200' Pw WILDING __________ %ANLAL ulAxce iLOODPLAII 039739 y NW EZNONnDA W`..AND 722a2 ; MIDDLE POINT Pw AIHI�MALL sB EY�RE�,EM3$i `•F.F - Fa.RD"°A°ce>Bc LIME ,�-°"'" Scale:I Ytch = 50 ft. Know what's below. %q�,MY I N �F,2;' —PRIFhvYW1YPAV@ENT ---------EXGIRB Callb•�oreyoudig. , M•:,.••' vliiiiiE�Pw uSNr cure PAVErEr+r -------EY PAve+Exr�sE of sunal '"' BARBEGUE GREEK TW5P. HARNETT COUNTY,N.G. EYMALK ENGINEER'S SEAL 0 PR.scM nccer F.ve-a+r Fn smEnM:vorm egg No. DATE REVISIONS o ®PwMPRPiIDOPBIWP ORRIS $ RITCHIE ASSOCIATES OF NC, PC PR AcnvE aPe+APCE sD Ex sraw DRAIN o 8/2/2023 oRGNAL SUBMITTAL ENGINEERS,ARGHITEGT5,PI.AWE25,5URVEYOR5 AND LAND56APE ARC44IlE05 9 _ sAN Fn sAxrcAxr urg W F — —w w—EKWAER IME I 9/5/2025 REVISED PER NGDEQ COMMENTS JOB NO., 21814 ,. ■ / 530 HINTON POND RD.,STE 104 Ex OAS LIME ! ' IF v T KNI(5HTDALE,NG 2-7545 w Pw IWNDICAP PARYJN6 ucE � 2 9/22/2023 REVISED PER NCDEQ GOMMENIS SCALE: I"=50' � oHE Ex oaw a-ECTwc d ® Pz LCrt INABN:w E%5nN6 FROPosED � LICE x C-4182 3 12Y10/2023 REVISED PER STATE STORMWATER COMMENTS DATE: 8/2/2023 � 200-2 O N ® PR PARKING 5PALE COUNT a PI.HfDRANf o EN61NffR, JMK HIM.MRA6TA.GOM • MATER VALVE _ ©2023 MORRIS B RITCHIEASSOCIATES,INC. j a5 PR.oP@15PALE � DRAWN BY, ER/JM LOD PR LIMIT OF DI5T1w3NY.E 1T —LOD-TP—FR.TREEFrsoT[cnoN EeY.E IS DE516N BY, PKN STATU5: REVISION SHEET: „=M I WNT. Ll O E REVIEW BY, PM PRELIMINARY NOT FOR GON5TRUGTION 2 G1.3 MATGHLI�NE�-�SEEJ SHEET GI.S , , BS J ® / Aa� sza•--_-zT � .� `� I I / // / �` / / '/ \\'.. / KIN6'fRAIL 46AZ®O / 14005 S.F. _ I �' ---- __r---- l / / , , i �. / ACTIVE OPEN SPACE f --__� , ----- ' _ ua'Lss• y�� / �, IB3 , / / O51 AG (-- --- \ ////.\\�/ti —, i __ �,• �,� / vv� GAZEBO(rr DRAINAGE .Bar,H I 14,.95 SF. / / 1 0' I 165 13,391 GF. 13,4B75F. I ' ) sy`„\ \ ROLLED / IBI / Rbu� / `^ / /I , / n I I 3464 s.F. �' I 169 I l \. cuRe f YrJ/ / O / A V� < / / / / / I I Ia95B S.P. I Po: / : / I2,63 S.F. / /I .5'SIDEWALK hYPJ L- I I r 45'PLANTING STRIP(T1'PJ d. PROP.EOP / � , A •. A V / / / / i Ill / � V/1 MPJ.. 1 12 I x,S 13,141 5F. , , \�` \\PROP.3 UPILITY , _20' L----- I�,: - / / /fib / /, \+6\\\��� / / SDRAINA&E : II 12,968 EASEMENT hYPJ 'ERTy Ba NOARr MPJ r- aaR 3poa v' / V A., V PROP.10, EASEMENTfrnJ .I I 12.769 SF. 12pO0 S.F. / _ _ I I I I , I ' I I 1 /`��boy � � ' V A / / � A OF WAY(T1•PJ / /� /� / / ��� , _� — --- __���-� 111 I I 11 1 I I I I � ' � �A •'��_ /� / ns / ,/ �j�� ��� ///% � � / / /// / —T-------- � III s1 I 1 I I I I � / / v� �v / / � // � ��A �`�V�� // //",yp� �• �/ �� / / �// / I I � i I � I I I �_II 162 I ��I 161 I s 1 / � / ) �� �� �• �� //� // / ' // � A � \ �/ /j @e/ ,.�•. ��b,� / I j I I O �'IP 163 I S 12341 5F. I�I l / '/` b t' / / / � \J". \ / � •'~ / i R`at q '� / / %;,p• O r\ < 12,563 / J L--- J 3b34 SF I I - ' , -x,A` BOIMD 50 / , � / / Ue � 9t, ARY MYPJ OF \ � 20 _ -- w4 ssa' ea•w.n aoa-=Z-� L / , / , / ... � \ � /� � /�` � \ � 12,36q S.F. />/yPROP.LOT STOP 516N hYPJ I s , PLArmN6 (TYPJ I SIDEWALK(TYPJ I I STRIP LINE< 156 / \ .25' 4"IS ROLLED / , \ \� / / / � 13, S.F. � `\v / I SETBACK(TYPJ /✓ / //,a I 12,169 S.P. \ .STD. . , / hwJ vv ��� / // > >r �� / g A HOA RAMP") I ,F // / PROP.Lot yNr Syr / / // / I/ I I _ .F ——_ / / 12,422 S.F. / .3'UTILITY / / / / 193 6 t1 / \ "/. / EASEMENT(7YPJ STOP 516N TnJ o' STOP BAR(TYPJ 12p22 SF. / / , STREET TREE / T \ / / // .. / 1 , - R zs000\ (� EAsa BJr MP)• � \\ / / � \ / m PROP.HCA RAMP hYP / - _ ! v r / \ \`, s3 / .� V� / ; O5r. / N ✓ / // / / / SS / / �Qssw CR STD ate w / , / / . onLK hw / / //��.stop BAR hYPJ r T, � , / .R1 / —' r ,/ \ / � \ � of 6Hf WAY hYPJ \ A� F 11GR05SINC B�6N trYPJ / // / I 12432 f S.F. CE O / / / / / / / / a � / / / 5� 1� / / / \ I I / / 13,016 S.F. / k, r: / / / � \� / �x Y�`d � \ z // / // / // // / /� / e // // ,�,w• -tee'_ � � r / ,� / n \� :,: s� �/ - /�A A -i- / 12,4204 DRAINA6E EASEMENT i / / '../ / / / $` 020 I 933 j� 13•Y21 SF. ' / // ' <\ \ 14, SF. I p6 I 1 12951 SF. / / / \/ \ \ �Od � ISO 1331E S.F. 13J�.F.� / / /// / / / / / l / / / T ��i \moil l\� M�TGHLINE - SEE SHEET GI.3 o —goo— Ex y caxra R SH GARO�''• ———— PRAPER Y LIME � � .: 51 TE PLAN — SHEET 4 OF q m -----Rz.Lr LI V --- Pxwel#roFinar _ $#AL FOR PR.LO#LRffiPARCEI.LIME -- IIX ADJACENT PFAFHtTY LRE _ PR EASB@tr -Ex EAGBBNT 50' O' 25' S0' 100' 200' _ _ PR.9IILDIN6 __________ %ANUAL uuxcE iLOADPLAI� : 039739 y PR Awe,b NW EX NDN nDA W`.AND 12 28 2�J0,; MIDDLE POINT PR R AIN_MAL1 —SO—EY STREN,EMS `•F.F �:' - Bz RAaD cB##ac LIME ,au.o"'� SCale:I Ykh = 50 ft. Know what's below. I 2;' —PRIFhvYW1YPAV@ENT ---------EXGIRB Call Wore you dig. ,., M,.,, • v PR uGNr cure PAVEMENT -------EY PAvegxr�6E of burrae ,,I'"' BARBECUE GREEK TN5P. HARNETT GOUNTY,N.G. ENGINEER'S SEAL 0 PR.scM nccFss E.ve-a+r Fn smEnM,vorm NO. DATE REVISIONS o ®BtMPwIDDPesPAAE MORRIS $ RITCHIE ASSOCIATES OF NC, PC PR.AcnvE aPe+APCE sD Ex stew DRAIx o 8nno23 oRGNAL SUBMITTAL B•KINffRS,ARCHITECTS, ,5URVEYORS AND LANDSCAPE ARLHIlEGTS SAN EY sAxrrAm uME W EKWAER IME I a/en023 REVISED PER NGDEQ COMMENTS _105 NO., 21e14 ,. ■ / 530 HINTON POND RD.,STE 104 EY 6A5 LIME ! 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XY� / Is,9®F. �1 �� � VA / / / / / / // 12,402 5.F. \ / WA RAMP MYFJ ©1, .F. i / / / / / / / / / / / EXIST S.F. 12p43 S.F. \ \ \ / : < �I / ✓ / •ate po' I — aN -- � / / / / r /� / ws o / 12p43 sF. /\/ / \ \\\ �\ }"•;1::. y PRO P SI I 45' '� , —J /` ��;, / / / , / / , /`� / \ \\ /•' SIDEWALK(TYPJ PLANTING r .2.5 _ STRIP(TYPJ .V UTILITY- CCUURB�(rrP) (T'P) I I I I I STREET TREE Yy / {y 48 12©.F. PROP.Hc Rarm PROP.STD 1 I I : I I I I 1 / l / �/��, y, , , /• - 12,2�F. �9t�,� /mi I I I I CROSSWALK (TYPJ I I I I � i 13 II - � / , / � / 5_TREET I I .. •. ,. -'� -Tl��� TJ4�` — / ' / '� / � ,� / / ,� � �/ A / / / / a 20' DRAINA61 EASEMENT / S , 12A40 PROP.5TOP 516N(TYP ;' , % / , /• \ �, 12152 / \ 13A05.P. TRA GAN trr EH � , I � I 1 �� 'I I I : I � i \\ \\ / WALKING TRAIL a GAZ®O O ✓ /// / \ \ // I 189 I ,g 100 I I� 16g48 S.F. 12,B2OB S.F. I ''� 12585 S.P. r'� 155145.F. ./� I j I �I ' �. 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DATE REVISIONS o ®B2IMPRPIDDP@SPAGETR,E MORRIS $ RITCHIE ASSOCIATES OF NC, PC PR.AcnvE arfl+APCE so Ex sraw DRAIN 0 6/2/2023 ORDINAL SUBMITTAL ENGINEERS,ARGHITEGT5,PL q#t9z5,5URVEYOR5 AND LAND5GAPE ARCHITECTS sAN EY SANITARY uME 0 W m W W EK TERLIME I 9/0/2023 REVISED PER NGDEQ COMMENTS .IOB NO., 21014 11111111 ,.j ■ /' 530 HINTON POND PD.,STE 104 EY GAS LIME ! ' IF IL V T KNI(5HTDALE,NG 2-7545 w X x Pw NAND1cAP PARYJN6 ucE Ex LNGERGRaMD aECTwc 2 4/22/2023 REVISED PER NCDEG COMMENTS SCALE, V=50' � oHE E:coa� Ko mlc d ® Pz LOT INABN:w E%STNG PROPOGED LIGBLE u C- W 3 12Y10/2023 REVISED PER STATE STORMWATER COMMENTS DATE: 8/2l2023 � 200-2 O N ® Pw PARKING 5PALE COUNT a FIB HYDwNIT• W4TER VALE ENGINEER: JMK V©2023 M0 RI98R�ITrIEAS.ASSOCIATES,INC. j a5 PR.0631 GPAOE � DRAWN BY, ER/JM LOD 1 LIMIT OF DI5T1RBPfYYE 1L -Loo-TP—PR.TRff BxOTEOnoN TeY.E ® G 2 DE516N BY, PKN STATUS: REVISION SHEET: 202 aR LIGNTPD E REVIEW BY, PKN PRELIMINARY NOT FOR GON5TRUGTION 2 G1.5 /MATGHLINE - SEE SHEET GI.7 - / / ✓ / / / / / / / / / / / / / r--- / ETLANDS W / PROP.PROPERTY BOUNDARY fn'J \ \ I e / / / / // / / // / / // / / // �1 / / / / / / / / / // / / // / / / +P• � ` \ // \ // W`T \ 13,1425.P. OPEN SPACE / / / � � / v � ® � v v ,.� ` 12p49 S.F. 216 12p49 5F. na O m � � TURNARaIrro(TYPJ \ \ 1 N PROP.SETBACK(TYY/ /// //V\\``\\ \\" \ \ \ / 'o°'✓'/ / / \ \ \ x \ © �R I / _BOI1Nf7A (T1P� m � V , V `\ \ -10 / " STREET TREE 'LINE EASBANT h JI I J fI ' L I / STREAM CENTERLINE(TYP)// // / // \\ \ \ �",�' / // :-. /� / / \\ � � 12©F. \ \\ 3-UTILITI / �/�j ��� x`� /EXIST.FLOODPLAIN 12S6F S.F.Ibb215.F. \ `\ \ j •m / J \ ® \\``\\ \\ \\ / �,\ // /.' / / // / r \\`��\ ``\ a\ \ .EOP9%��//� 50'STREAM BUFFER(TYP) / / / / / ¢=ry-` k\ \ /�ta / 12,186 SF. V, 142195.F. a\\ 12,2165F. \ \\ \\ \ / \e // // 21,©F. / 212 � �V, �r/ / //// / //// / /1'v � 16nsesF. �, � r rv°G'� • A \ b.. � v v v 'J / %��:� vV //��// / �� 5E \ PmLAN 145 STRIP \ 15918 �KUJJ I IS 5 / / / / �__� �ioO• v? ..-I I I a�� / i 3. \� �'� A / / / / / , / AV \ 51DEWALK(IYP) d '///� / / / / / / I� I :§ / ' / � , / / / / .RIGHT PROP.20'STORM / / 12 I14S485F. / / \\ / / / / \ ` OF WAY(TYPJ / ,049 S.F. / ' + /RAINAGE EASEMerr / / / ® I I i/ / /TYPJ / / / I _ I I I I ✓% / / / , / / \ icy, wQd; �q ,p �n '�, �• / / 12663 S.F. / / \ \ . �m S.F. 121,245F. S I/ / / / / / / / / P I 12049 5F. I I I - iJ / / / / /GP / / // \�>t c$ \ k SY.. / // // I�\ \Q\o.�� .20 STORM ��� /� DRAINAGE EA5EFENT �� 12b1Ts.P. fTYPJ ` 08 15504 S.F.14,9815F. / / '/ / - L _i'IA• - / / \$T / T 12b1T 5.F. �/ , IB}745.r. j t 111111116-Am or ONO //l \\ a / .% _A / o —moo—PR 5 cONTM MATGHLINE - 5EE SHEET I LE6EN� p2------- 2- IXI•LNlOUR ;,� �..:�-'; SITE PLAN — SHEET 6 OF C1 IX 5 ppN OVR tH o4 IX PROFHtIY LRE c -----M RINK OF WAY ___ IXRIEAR-0E-YLAY II FOR _-PR LOT LIlEPPRLa LINE -- IX ADIK.ENT REOPatTY LINE `cell^.L//`�`-.i ------' ........... IX _ :: �z�82 MIDDLE POINT PR.eulLDlru Ex.I%ANNIAL aaNCE FLOOD" 03 7 9 y PR CA.RB 6 6UI"fEfL Im IX NON-TIDAL WERAlm .�•a PR.RETAINNH KALE se IX sTREa+arF� ,'F'•.F'}•'G I `•2 PR ROAD LBn[ii LRE Ex.WILDINS ........ -PR HEAVY DUTY PAVEMENT ---------IXLLRB ,,��� v M LINK DUTY PAYaENT IX PAVETEMi OF 6UnER """ BARBEGUE GREEK TW5P. HARNETT GOUNTY,N.G. ®-FER & ,N,,, ENGINEER'S SEAL 0 PR.a AGGES<i Fnze ENr -IX S ry ®RL OFa!SPALE T� No. DATE REVISIONS I✓IOI W o ®PRIMROVIDOP FAa! �i IX MORRIS $ RITGHIE ASSOCIATES OF NC, PG PR ALTrlE peal IEEE SD IX STORH DRAIN 0 8/2/2023 ORDINAL SUBMITTAL EN51I ARGHITEGT5,R.A%,W&YOR5 MV LAW56APE ARCHITECTS SAN eC SANTARY LIE ` - W IX MTERL E I a/8n023 REVISED PER NCDEG COMMENTS .NOB NO., 21814 L. ■ / 530 HINTON POND RD.,STE 104 w x 8 b,X PR.HAImIUBPAI2KIN6 ��IXsAsunE UGE 2 -1/22/2023 REVISED PER NCDEO COMMENTS SGALE, 1"=so: ! III ' * Ill KNI(5HTDALE,NG 2-7545 OHE IXOY921EADdEIJ IX LHDERGRQ fiFL1RIL O EL1RIL 50. O. 25. 50. 100' 200' (484)200-203 O PR.HA/IDIU.P RAM 3 12/25/2023 REVISED PER 5TATE 5TORMKATER COMMENTS DATE: 8/2/2023 d ® PR.Lor N1HEH2 E%15nN6 PFOPp5ED LICENSE x C-4182 * FlRExrDRANr ENSINEER, JMK I NIMMRA&TA.GOM 0 MYER VALVE Kmw whefs below. ©2023 MORRIS&RITCHIE ASSOCIATES,INC. j 05 PA OPEN SPACE h DRAWN BY, EW Im LOD M LIMT OF DISnIRBANCE Call before you dig. Scale: Inch = 50 ft. IT -Loo-rP-PZT�PROIPGnON FHYR G wY`R TER 2 DESIGN BY, PKN STATU5: -151ON SHEET: �„ mCOR'WR PI6�R�Pd REVIEW BY, PKN PRELIMINARY NOT FOR GON5TRUGTION 2 GI.6 'MATGHLINE - SEE SHEET ,EXIST. WETLANDS./' FLOODPLAIN(TYPJ PLooDaLAIN hYa� 411 � i � � � � � .i � � i � � i � � i � ✓ , � � , � � i � � e � � ✓ � �-, � � i � � i � � i � ✓ , � � i � � < � � ,, � is , � � , �� � , � � i � � i � � , � � , � � , � , PASSIVE OPEN SPACE PR LOT LIIERnRCB_LIME Pre.mono ee+rac uME PR LINK glil'PAVH.BVT c ALT E £N s / / / / / L / / / / / � / � / � / � L � ✓ � / � � / � / � / � / � / � / � / � / �� 4 FR.PARgN6 SPACE camm Prx.uwr oP ms� —LOD-TP—PR TREE PROIEGTION TaeE PR TREELIKE Soo—PR s crnrtouR --202 —E �TM uME EX 5l.ONTOLR nw.Ai cxA—fl 00DP AIN u vEiwro SB ex-rae-nv Q / , / , / / / / / / / , / , / , , / , / , / / / / �/ � / � / � / � / � / � / � / � / � / �� SB EK STREAM DLf}ER F / , / , / / ✓ / / / /y / / / , / , / , , / , / ` / ✓ / / / / / / / , / , / , / , / , / , / / / / / / / / / EK 9ALDIN6 o ex IA PAYBENGHJE£oP Nmee � ✓ � ../ � / � / � / � / � /.. / � / / , / / / / / / z/ / , / , / , / , / , / / / / / / / , —_ EK WALK TRH Ex DRAIN SAN EX.SANITARY LIME —W W—EX WATERLIME UGE EC FRMTOLIJP ELEOTRIG W EX OVHAEAD ELECTRIC 13 o i i i i i i i o P ER POLE o SE/MATGHLINE SHEET GI.6 e e ubxr Pow �._. - L�C�ENn a —goo— Ex y caxraLR ZN GARO4'" —--—EYPROPH LIME :�-; 51TE PLAN - SHEET 7 OE 9 ----- --HAY --- EX.RJSHT 'Kr � _,�4L FOR Pw LOT LRffiPARGEI.LIME -- EK ADJAC841 PROPERTY LRE __ PR EASEMENT -Ex 645B8itr 50' O' 25' S0' 100' 200. _ _ PR WILOIN6 __________ Ex%AIwA1 uuxcE PL000PLAIo 0398 2 y PR G RB NR ER NW EY NON mA YE.AND 32/Z8/2 , ' MIDDLE POINT PR RETAINRK WALL SE_EY STREAM� `•F.F �•:' - PR.Raab cenec LIME ,�-°"'� Scale:I Ylch = 50 ft. Know what's below. %q�,MY...... —MWAvY—PAVB4TfT ---------EXGIRB Call before you dig. , M•:,.••' v PR uNrr am PAVErExr -------EY PAveExr�sE oP sorrel ,,I "' BARBECUE GREEK TW5P. HARNETT GOUNTY,N.G. ENGINEER'S SEAL 0 PR scM nccer E,ve-Er+r e<sTREAMPrnv ®PwoPssPA�E Y EEg NO. DATE REVISIONS o ® MPROIDOPe sPAeE MORRIS $ RITCHIE ASSOCIATES OF NC, PC PR AcnvE aPEx APCE sD Ex sraw DRnIx 0 6/2/2023 ORDINAL 50MITTAL EN51I ARGHITEGT5,PLANIBR5,WZ&YOR5 AND LAND56APE ARC.HIlEGTS SAN EY SAHI LIME a W W m fi IS,MATeLIME I a/e/2023 REVISED PER NGDEQ GOMNENT5 JOB NO.. 21814 M ,.A ■ / 530 HINTON POND RD.,STE 104 EYOAs LIME ! ' * T KNI(5HTDALE,NG 2-7545 w PR IWNDICAP PARYJN6 L Ex LNGBesRaMD aECTwe 2 4/22/2023 REVISED PER NGDEQ GOMNENT5 51-ALE. A5 5HONOJ � oHE M�E_WTRIc d ® l I EwsrlNs PROPosEo R 3 12/25/2023 REVI5ED PER 5TATE 5TORMWATER 00MIAMT5 DATE: 5/2/2023 LIGBLE u G-Q52 200-2 0 N ® PR PARKING 5PALE COUNT a FIRE xTDRAM• YLATEw VALVE 2 ENGINEER: JMK 2023 RI98R�ITl6IEAS.ASSOCIATES,INC. W OS PR.OB315PALE � DRAWN BY: ER/JM LOD PR LIMIT O DI5T1RBPfY.E IL —Loo-TP—M,REEPw7•<FLTION FENCE ® ` DE516N BY: PKN STATUS: —15ION SHEET: „=� WR POE REVIEW BY: PKN PRELIMINARY NOT FOR GON5TRUGTION 2 G�.7 1 1 ' LLI % ADJACENT PROPERTY LINE / (TYPJ / / F 4 ROBERT EDWARD BNAGKLUND TRUSTEE 8 r° ROBERT EDWARD BAGKLUND TRUST 1 PIN: 050b-45-029b I DB:3119 PG OD39 4 ZONING: RA-20R / LAND USE:VACANT /� ------ - IT Fe a / I FPS 1 I l / dJ PROP.PROPERTY Lu HARNETT COUNTY CONSERVATION ZONING DISTRICT WETLANDS(TYPJ E / / / / / / /Y / / / / / / / / / / r / / / / / / / / / EXIST.FLOODPLAIN EXIST. WETLANDS,' PASSIVE OPEN SPACE_ MATGHLINE — SEE SHEET GI.-I , SITE PLAN — SHEET 8 OF 9 7 goo— Ex y caxraLR ZN GARO�'•• —Ex PROPERTY ure E EKAD oFinar _ # L FOR —______Pw EAS MENT ROB.LIME -- EK ADJACEli1 PROPERTY LRE ------M - - - - - - 32/28/2 MIDDLE POINT Pw 911LDIN6 EK I%ANLnL uuxcE iLOODPLAI� 03 7 9 - i Pw cuRe svrreR Nw EY xON-TIDm-rtn.aND :�,= Pw RET—I.MALL SD-EY sTREnM ain•ER ,'F'•.F'},'G I NE`•2 � - PR.aaao cenec uME EK fllLDlli6 �'•'f'FM —PR IFhvY WIY PAVBEN� ---------EX GIRB •„Y M.�,.•• v Pw uGxr cure PnvErExr -------EX Pnvegxr�GE of slmai '" BARBEGUE GREEK TW5P. HARNETT COUNTY,N.G. ENGINEER'S SEAL 0 PR.scM Au,E•r�.ve-a+r eL sTxEnM.vorm No. DATE REVISIONS o ®PR xPP�®oPe sP�E MORRIS $ RITCHIE ASSOCIATES OF NC, PC A PR AcnvE arfl+APCE sD Ex srarmt DRnlx 0 8nn023 ORDINAL SUBMITTAL ENGINEERS,ARGHITECT5,PI.AW R5,W&YOR5 AND LAND56APE ARCHITECTS SAN EY 5AHI Llre W F —PwPENCEeLIME g I aieno23 REVISED PER NGDEQ COMMENTS JOB No.: 2IaIa ,. ■ / 530 HINTON POND RD.,STE I04 w X d, y x Pw xamlce�Pazwr�s Ex OAS Lire 2 vnv2023 REVISED PER NGDEG GOMhENT5 5"ALE. A5 5HOM ! k A IF IlkKNI(5HTDALE,NG 2-7545 UGE EX UJDER6RdMD EI.EGTwc O —.HE—EKon3xrewaEcmlc soy O. 21. soy loop 200. (484)E-G-A 03 3 12Y1Sn023 REVISED PER STATE STORMWATER COMMENTS DATE: 8nn023 � d ® Pz LOT INR R E%5TN6 PROPosEO LICMR TA. FIRExrvRa�r ENGINEER: JMY. I WWW.MRA6A.GOM N ® PR PARKING SPALE LpMT MATER VALVE PRO SPADE ° KIIOW WhefS below. 2g DRAWN BY ©2023 MORRIS B RITCHIE ASSOCIATES,INC. w�ucex o Scale:l Inch = 50 ft. LOD PR LIMIT OF DIST1REANGE IS o M_METER Call before you dig. z`i! u- —LOD-TP—PR.Tw�PROTECTIox PENOE DESIGN BY: PKN STATU5: REVISION SHEET: „= L P REVIEW BY: PM PRELIMINARY NOT FOR GONSTRUGTION 2 G1.8 II I I j ¢ I I 4¢ I N/F P ROBERT EDWARD BAGKLUND TRUSTEE 8 ' ROBERT EDWARD BAGKLUND TRUST ¢¢ PIN: 050b-24-5140 DB 3119 PC,0839 ' ZONING: RA-20R /fP LAND USE:VAGANT fe ' fP ADJACENT--- PROPERTY utg a� 1 (Trn) I of PROP.PROPERTY 177 LLWJ LANDS(TrPJ WET EXIST.FLOODPLAIN(T1PJ / / y / / / / / / / / d / ✓ / ../ / L EXIST. WETLANDS m '� / / / / / / / / / / / / / / / / / / / / / .PASSIVE OPEN SPACE z F my�W MATGHLINE - 5EE SHEET G1.7 / SITE PLAN - 5HEET Cl OF G{ goo— Ex y caxraLrz ZN GARO�'•• —Ex PROPetTY uME Mwexro y _ L FOR -______Pw LOB LNffiPARGB.LIME -- Ex Ap,�ACgdT PR/hHtTY LRE ------M - - - - - - 12/28/2 MIDDLE POINT Pw 911LDIN6 Ex%AmL uuxcEPLOODPLAI� 03 7 9 i Pw curse surreR ND Ex xvx-nvnL rtn.axv :�, Pw REruxlw MALL sa Ex smEAM ainae ,'F'•.F'},'G I NE�`•2 � — Pw rsaav censc uME Ex fllLDlli6 '•'f'FM F.F,,` -PR IFhvY WIY PAVB4TIF ---------EX GIRB •„Y M.�,.•• v Pw uGxr cure PAVErEr+r ———————Ex PAvegxr�GE oP slmai "' '" BARBEGUE GREEK TW5P. HARNETT GOUNTY,N.G. °� ®�a FEwPffT�a ExtVN.K ENGINEER'S SEAL 0 PR.SCM nccer Erne-a+r ESL sTaenM.vorm ®m��A� Y eEg No. DATE REVISIONS o ®PR I Prs�®oPe sP�E MORRI5 $ RITCHIE ASSOCIATES OF NC, PC 1 PR AALVE a APLE sD Ex sraw vrsAlx o 8/2/2023 oRGINAL SUBMITTAL ENGINEERS,ARGHITECT5,PI.AWE25,WZ&YOR5 AND LAND5GAPE ARGHITEGTS SAN EK SANITARY uME a W m I ExM TER IME g I 9/8n023 REVISED PER NCDEG COMMENTS .bB NO.. 21814 L. ■ /' 530 HINTON POND PD.,STE 104 w X d, y x Pw�wrmlce�PAaar�s fm bA5 Llre 2 4/22/2023 REVISED PERNGDEG COMMENTS 51-ALE. AS Starve ! � ' * 1k v KNI(5HTDALE,NG 2-7545 EK OAS LI RAMD e.EGTwL UGE O —.HE—Ex on we-Ecmlc so. 0. 29 so. 100, 2qo. (G84)200-2I03 3 12Y1S/2023 REVISED PER STATE STORMWATER COMMENTS DATE: 8/2/2023 d ® Pz Lm INR1�R E%5nN6 PrsoPOGEv LICENSE x C-•I182 Pl�xrorsANr ENGINEER: JMK I HIM MRA6TA.GOM N ® Pw PARKING SPALE CpMT MATe2 VALVE KeOW whefs below. 2g ORA4N BY E��'I ©2023 MORRIS B RITCHIE ASSOCIATES,INC. w�ucex o Scale:I Inch = 50 ft. LOD PR LIMIT OF DISTMBNY.E o Call before you dig. z`i! -LOD-TP-PR TREE PrsvTEcnox EeY.E DESIGN 13Y: PKN STATUS: REVISION SPIFFY: „� aR Ll O E REVIEW BY: PM PRELIMINARY NOT FOR GON5TRUGTION 2 Gl.q