SWA000230_More Information Received_20240105 (9)

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No. DATE REVISION5
m RRIB RITCHIE ASSOCIATES OF NC, PC
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0 6/2/20:23 ORDINAL SUBMITTAL E%INII ARGHITE05,RAW%,aRVEYOR5 MV LAW9,APE ARC44ITrLT5
a W FI m WamRE W—NT REVISED PER wmo ic,, ,oNo., 21014 M lik 530 HINTON POND RD.,5TE 104
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ENT5 SCALE, A5 5HOM III, pop III KNI6HTDALE,NG 2-7545
(4b4)200-2103
a 12/25/2023 REVISED PER 5TATE 5TORMHATER rOMHMT5 DATE, 5/2/2025 LIGBaE-C-AW
ENGINEER, JMK NMMRA6TA.GOM
W DRAWN By. ER/Jm @ 2023 MORRIS&RITCHIE ASSOCIATES,INC.
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NNo. DATE REVISIONS MORRIS $ RITCHIE ASSOCIATES OF NC, PC
STREET A PROFILE o 8/2/2023 OR61NAL50MITTAL ENGINEERS,ARGHITECT5,PI.ANf %,5URVEYOR5MVLAW56MEARGHITrLT5
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3 12nB/2023 REVI5ED PER STATE 5TORMWATER COMMENTS DATE: 8nn025 (q64)E-C-A 03
d LIGBLrE�C-4182
ENGINEER, JMK I HIMMRA6TA.GOM
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LLl DRAWN BY. ER/JI-I ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
Know what's below. DE316N BY: PKN STATUS: —151ON I SHEET:
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ENGINEER'S SEAL
o STREET A PROFILE No. DATE REVISIONS MORRIS $ RITCHIE ASSOCIATES OF NC, PC
SCALE:H:1'=40 o 6/2/2023 ORDINAL SUBMITTAL E*INEE%,ARGHITE05,PLAMER5 5 RvMR5 MV LW56APE ARC44ITrLT5
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a 12/25/2023 RBVI5ED PER 5TATE 5TORMHATER rlommmT5 DATE, 5/2/2025 LICENSE-C-41152
ENGINEER, JMIC VM MPArTALOM
LLl DRAWN BY, ER/JI-I @ 2023 MORRIS&RITCHIE ASSOCIATES,INC.
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v BARBECUE CREEK TWSP. HARNETT COUNTY,N.G.
STREET A PROFILE ENGINEER'S SEAL
SCALE:H:1=40
a ,,, •=4• No. DATE REVISIONS MORRIS $ RITCHIE ASSOCIATES OF NC, PC
O 8nn023 OR61NAL SUBMITTAL ENGINEERS,ARGHITE05,PLq&'%5URVMR5 AND LANDSCAPE ARLHITrLTS
v
F 1 a/51023 REVISED PER NCDEQ GOMNENTS .1o1 No., 21614 N ,.i ■ /�1111111 530 HINTON POND RD.,STE 104
w 2 9n2/2023 REVI5ED PER NCDEG COMNENT5 SGALE, A5 5HOM ! � KN 6HTDALE,NG 71545
3 12n LIGBLrE 5/2023 REVI5ED PER STATE 5TORMWATER GOMIAMT5 DATE, 5nno23 (984) -A 03
d - -4182><G
ENGINEER, JMK I WWW.MRA6TA.GOM
N
w DRAWN BY, ER/JI-I ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
Know what's below. DESIGN BY, PKN STATUS: —151ON SHEET:
o Call before you dig. REVIEW BY, PKN PRELIMINARY NOT FOR GON5TRUGTION 2 G6.4
J

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ENGINEER'S SEAL
No. DATE REVISIONS
o MORRIS $ RITCHIE ASSOCIATES OF NC, PC
O 8nn023 ORVNAL SUBMITTAL ENGINEERS,ARCHITEGT5,PLANfER5,5URVEYOR5 AND LANDSCAPE ARGHITEGT5
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F I 9/8n023 REVISED PER NCDEQ COMMENTS .NOB No., 21a14 L.i ■ / 530 HNTON POND RD.,5TE 04
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3 12Y28/2023 REVISED PER STATE 5TORMWATER COMMENTS DATE, anno23 (9g4)200-2103
d LICENSE-C- 52
ENGINEER, JMK I l^MMRA6TA.GOM
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LLl DRAWN BY. ER/_1MI ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
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m
ENGINEER'S SEAL
No. DATE REVISIONS
o MORRIS $ RITCHIE ASSOCIATES OF NC, PC
O 6nn023 OROINAL SUBMITTAL ENGINEERS,ARGHITEGT5,PLAMt9Z5,5RYS(OR5 AND LAND5GAPE ARCHITEGT5
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3 12Y20/2023 REVISED PER STATE 5TORMWATER GOMMENT5 DATE, anno23 (Gb4)20C-4152
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ENGINEER, JMK I WWW.MRA6TA.GOM
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LLl DRAWN BY, ER/JI-I ©2023 MORRIS BRITCHIEASSOCIATES,INC.
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ENGINEER'S SEAL
o STREET F PROFILE No. DATE REvisioNs MORRIS $ RITCHIE ASSOCIATES OF NC, PC
N SCALE:H:I=40' O H/2/2023 ORDINAL SUBMITTAL ENGINEER%,ARGHITEGT5,f ,WZVEYOR5 ANC L4MAPE ARGHITEGT5
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3 12/25/2023 REVISED PER 5TATE 5TORMWATER COMMENTS DATE, 5/2/2023 (qg4)200-2103
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ENGINEER, JMK I NMMRArTA.GOM
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W DRAWN BY. ER/JI-I ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
Know what's below. DE516N BY, PKN STATU5: REVISION SHEET:
o Call before you dig REVIEW BY, PKN PRELIMINARY NOT FOR CONSTRUCTION 2 G6.I I
J

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ENGINEER'S SEAL
No. DATE REVISIONS
I MORRIS $ RITCHIE ASSOCIATES OF NC, PC
o 6/2/20:23 ORVINAL SUBMITTAL ENGINEERS,ARGHITECT5,RAW%,WZvEYOR5 MV LANDSCAPE ARC44jr:(,T5
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ENGINEER, JMK MMRA6TA.GOM LLl DRAWN BY, ER/JI-I 2023 MORRIS&RITCHIE ASSOCIATES,INC.
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sTSTATUS: 1—
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v BARBEGUE GREEK TW5P. HARNETT GOUNTY,N.G.
q+50 +75 10+00 +25 +50 +15 II+00 .25 +50 +75 12+00 .25 +50 +75 15+00 +25 +50 +75 14+00 +25 +50 +75 15+00 .25 +50 +75 16+00 +25 +50 +75 +25 +50 +75 +25 +50 +75 ENGINEER'S SEAL
No. DATE REVISIONS
o MORRIS $ RITCHIE ASSOCIATES OF NC, PC
STREET G PROFILE o 6/2/2023 OR6INAL 50MITTAL EN51 l %,ARGHITEGT5,MAHE=%aRVMR5 AND LIWD56APE ARC.HITEGT5
SCALE:H:T=40 ` L.1, _
F V.1._4. I 9/8no23 REVISED PER wDEQ GOMNENTS JOB No., 21a14 ,.i ■ /� 530 HINTON POND RD.,5TE 104
w 2 -1/22/2023 REVISED PER WDEG GOMhENT5 5cALE, A5 SHONOJ ! � KN 6HTDALE,NG 2"1545
3 12/25/2023 REVISED PER 5TATE 5TORMHATER COMMENTS DATE: 5/2/2023 (4b4)200-2103
d LICENSE-C-4152
ENGINEER, JMK I NMMRA6TA.GOM
N
LLl DRAWN BY: ER/JI-I ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
Know wha!'s below. DE516N BY, PKN STATU5: —151ON SHEET:
o Call before you dig. REVIEW BY, pmPRELIMINARY NOT FOR GON5TRUGTION 2 G6.I3
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NINON
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18+50 +15 Q+00 +25 +50 .15 20+00 +25 +50 +15 21+00 +25 +50 +75 22+00 +25 +50 +15 23+00 +25 +50 +75 24+00 +25 +50 +15 25+00 +25 +50 +15 + +25 +50 +15 ENGINEER'S SEAL
No. DATE REVISIONS
o MORRIS $ RITCHIE ASSOCIATES OF NC, PC
STREET G PROFILE o 6/2/2023 ORGINAL5UBMITTAL ENSIMT%,ARGHITEGT5,PI.A ER5,5URVEYOR5ANDLAW56APEARG44IlEGT5
SCALE:H:1'=40' ` — ib m` _
F V.1'=4. 1 9/5/2023 REVISED PER NCDEG COMMENTS .NOB NO., 21H14 M ,.i ■ / 530 HINTON POND PD.,STE 104
w 2 --0- REVISED PER NCDEG COMMENTS 51-ALE, A5 5HON1 IF IL v q�r KNI(5HTDALE,NG 2"1545
3 12125/2023 REVISED PER STATE 5TORMHATER COMMENTS DATE: 5/2/2023 (qg4)200-2103
d LICENSE-C- 52
NG EINEER, JMK I NMMRA6TA.GOM
N
LLl DRAWN BY, ER/JM ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
Know what's below. DESIGN BY, PKN STATUS: —151ON SHEET:
o CBII before you dig. REVIEW BY, PM PRELIMINARY NOT FOR GON5TRUGTION 2 G6.I4

PROP.6"SDR-21 PYG
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v BARBEGUE GREEK TW5P. HARNETT COUNTY,N.G.
STREET H PROFILE ENGINEER'S SEAL
a SCALE:H:1"=40' NO. DATE REVISIONS
N V:1"=4 MORRIS $ RITCHIE ASSOCIATES OF NC, PC
O 6nn023 ORDINAL SUBMITTAL ENGINEERS,ARGHITE05,PLANTERS,aRVMR5 AND LIWD56APE ARC.HITEGT5
v
F 1 9/51023 REVISED PER NGDEQ COMMENTS .IOB No., 21614 N ,.i ■ /�� 530 HINTON POND RD.,5TE 104
w 2 9n2/2023 REVISED PER NGDEG GOMMENT5 SGALE, A5 5HONOJ ! � KN6HTDALE,NG 27545
3 12/25/2023 REVISED PER STATE 5TORMWATER WMMENT5 DATE, 5nno23 (q64)200-2I03
d LIGBISE-C-4152
NG EINEER, JMK I NMMRA6TA.GOM
N
LLl DRAWN BY. ER/JM ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
Know what's below. DE516N BY, PKN STATUS: REVISION SHEET:
o Call before you dig. REVIEW BY, PKN PRELIMINARY NOT FOR GON5TRUGTION 1 2 G6.15
Q

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BARB EEGU GREEK TW5P. HARNETT GOUNTY,N.G.
_
b+50 +5 19+00 +25 +50 +T5 20+00 +25 +50 +T5 21+00 +25 +50 +15 22+00 +25 +50 +15 23+00 +25 +50 +T5 24+00 +25 +50 +T5 25+00 +25 +50 +T5 26+00 +25 +50 +15 21+00 +25 +50 +T5 2b+00 ENGINEER'S SEAL
allo. DATE REVISIONS
N STREET H PROFILE MORRIS $ RITCHIE ASSOCIATES OF NC, PC
SCALE:H:1=ao O 8nn023 ORDINAL SUBMITTAL EN61NEE%,ARGHITE05,PI.AI'MR5,aRVMR5 AND LIWD56APE ARLHITB T5
F V.1•=4' 1 9ien025 REVISED PER NGDEQ COMMENTS .ioB No., 21014 N ,.i ■ /�� 530 HINTON POND RD.,STE 104
w 2 9n2n023 REVISED PER NGDEG r,0 H 75 50ALE, A5 SlOM ! � KN 6 b4)20,NG 71545
3 12n8n023 REVISED PER 5TATE 5TORMWATER GOMMENT5 DATE, 8nno23 (qg EN E-C-A 03
d LICENSE><G-4182
ENGINEER, JMK I l^MMRA6TA.GOM
N
W DRAWN BY, ER/JI-I ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
Know what's below. DE516N BY, PKN STATUS: —15ION SHEET:
o CBII before you dig. REVIEW BY, pm
PRELIMINARY NOT FOR GON5TRUGTION 2 G6.I6
V

----------------
VISTA 50+55AC
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BARBEGLE GREEK TN5P. HARNETT COUNTY,N.G.
27+50 -75 2&+00 +25 +50 +75 211+00 +25 +50 +75 30+00 +25 +50 +75 31+00 +25 +50 +75 32+00 +25 +50 +75 35+00 +25 450 +75 34+00 +25 450 +75 35+00 +25 450 +-15 345+00 +25 36+50 ENGINEER'S SEAL
No. DATE REVISIONS
I MORRIS $ RITCHIE ASSOCIATES OF NC, PC
STREET H PROFILE o 6/2/20:23 OR61INAL 50MI I-TAL E*INEE%,ARGHITE05,PLWER5%Rv (M5 AND LAIDSGME ARC+IlTrLTS
SCALE: :1�40'
H .
V 1 '
1 1/51025 REVISED PER WMO.1 JC11 NO.: 211114 m 530 HINTON POND Pa,5TE 104
IF KNI(5HTDALE,NG 2-7545
2 -1/22/2023 REVISED PER 14SPEG COMMENTS 51-Ad-E. A5 5HOM (Llb4)200-2103
a 12/25/2023 REVISED PER STATE 5TORMMTER WMAMT5 DATE, LIGBaE-C-AW
ENGINEER, JMK NMMRArTA LOM
LLl DRAWN BY: ER/_IM 2023 MORRIS&RITCHIE ASSOCIATES,INC.
STATUS: 1-151ON I
Know what's below. DESIGN BY: PKN
Call before you dig.
< REVIEW BY, PIQN PRELIMINARY NOT FOR GON5TRUGTION 2
, I I

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BARBEGLE GREEK TN5P. HARNETT GOUNTY,N.G.
36+00 -25 +50 +15 5-1+00 +25 +50 +15 55+00 +25 +50 +15 5q+00 +z +50 .15 40+00 +25 +50 +15 41+00 +25 +50 +15 42+00 +25 +50 '75 43+00 ENGINEER'S SEAL
No. DATE REVISIONS
STREET H PROFILE MORRIS $ RITCHIE ASSOCIATES OF NC, III
SCALE:H:I" o 6/2/2023 ORDINAL SUBMITTAL a w E*INEE%,ARrHITE(,T5,PLATERS,WZ EYOR5AOLAK)5rAPEARCHITECTS
V:1'_4' 1 q/5/2025 REVISED PER WDE-0 COMMENT5 _105 No.. 21014 530 HINTON POND PD.,STE 104
Im
2 --0- REVISED PER 51-Ad-E. A5 5FOM IF 11,v qr KNI(5HTDALE,NG 2-7545
a 12/25/2023 REVISED PER 5TATE 5TORMHATER r1ommIENT5 DATE, 5/2/2025 (Olb4)200-2103
LIGBaE-C-AW
EW,INI JMK I NMMRA6TA.GOM
2023 MORRIS&RITCHIE ASSOCIATES,INC.
Know what's below. DESIGN BY: PKNsTSTATUS: 1—
< REVISION I
Call before you dig. REVIEW BY, pm PRELIMINARY NOT FOP,GON5TRUGTION 2

PROP b 5DR 21 PVC It
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m
ENGINEER'S SEAL
No. DATE REVISIONS
o STREET 1 PROFILE MORRS $ RITCHIE ASSOCIATES OF NC, PG
SCALE:H:1=40 O 6/2/2023 ORDINAL SUBMITTAL ENSINEE%,ARGHITEGT5,RARE%aRVMR5 AND LIWD5GAPE ARGHITEGT5
V..1'=4 a
F 1 9/51023 REVISED PER WDEO COMMENTS JOB NO., 211114 U.J ■ /'k 530 H NTON POND RD.,STE 04
w 2 4/22/2023 REVISED PER WDEA GOMNENT5 SGALE, A5 5HONR4 ! qrr KN 6HTDALE,NG 2"1545
3 12/26/2023 REVISED PER 5TATE 5TORMWATER GOMMENT5 DATE, 5/2/2023 (4b4)200-2103
d LICENSE-C- W
ENGINEER, JMK I WWW.MRA6TA.GOM
N
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Know whers below. DE516N BY, PKN STATU5: —15ION I SHEET:
o Call before you dig. REVIEW BY, PKN PRELIMINARY NOT FOR GON5TRUGTION 2 G6.I�I

:- — -
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m
ENGINEER'S SEAL
No. DATE REVISIONS
J STREET I PROFILE MORRIS $ RITCHIE ASSOCIATES OF NC, PG
SCALE:H:1"=40' O 8/2/2023 ORDINAL SUBMITTAL ENGINEERS,ARGHITEGT5,f ,WZ&YOR5 AND L4MAPE ARGHITEGT5
v V: 1"=4'
F 1 9/51023 REVISED PER NGDI5GI GOMH 1 JOB No., 211114 M L.A ■ /' 530 HINTON POND RD.,5TE 104
w 2 -1/22/2023 REVISED PER NGDEO GOMHENT5 51-ALE, A5 5HOM ! � KN 6HTDAL ,NG 71545
3 12/2S/2023 REVISED PER STATE 5TORMWATE R COMMENTS DATE, 5/2/2023 (qg4)200-2103
d LIGBLrE><G-4182
EER,ENGIN JMK I l^MMRArTA.GOM
N
LLl DRAWN BY. ER/JI-I ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
Know what's below. DESIGN BY, PKN STATUS: —151ON I SHEET,
o Call before you dig. REVIEW BY, PKN PRELIMINARY NOT FOR GON5TRUGTION 2 G6.20
J

FROP.LBI�DR-21 weHATE
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v BARBEGUE GREEK TW5P. HARNETT GOUNTY,N.G.
m 1+50 +15 I0+00 +25 +50 +TS 11+00 +25 +50 +15 12+00 +25 +50 +TS 13+00 +25 +50 +15 14+00 +25 +50 +15 I5+00 +25 +50 +15 16+00 +25 +50 +15 I1+00 +25 +50 +15 18+00 ENGINEER'S SEAL
N No. DATE REvisioNs MORRIS $ RITCHIE ASSOCIATES OF NC, PC
STREET J PROFILE 0 6/2/2023 ORDINAL 50MITTAL ENSINEE%,ARGHITE05,PLANi''%%IIZv P5 AND LANDSCAPE ARCHITECTS
SCALE:H:1"=40' W
F V:1^=4' 1 9/51023 REVISED PER WP5GI COMMENTS JOB NO.: 21614 L.i ■ /' 530 HINTON POND RD.,5TE 104
w 2 4/22/2023 REVISED PER WDEG COMMENTS 5CALE. A5 5HOrw ! � KN 6HTDALE,NG 2"1545
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w 2 -1/22/2023 REVISED PER NGDEG COMMENTS SGALE, A5 SHOM ! � KN 6HTT7ALE,NG 2"1545
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a No. DATE REvisioNs MORRIS $ RITCHIE ASSOCIATES OF NC, PC
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a No. DATE REvisioNs MORRIS $ RITCHIE ASSOCIATES OF NC, PC
> 6RAPHIG 5GALE 5RAPHIG 5GALE 0 6/2/2023 ORDINAL SUBMITTAL ENGINEERS,ARGHITECT5,PL q&'%,%RVMR5 AND LW56APE ARCHITEGT5
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a No. DATE REvisioNs MORRIS $ RITCHIE ASSOCIATES OF NC, PC
> 6RAPHIG 5GALE 6RAPHIG 5GALE 0 6/2/2O23 ORDINAL SUBMITTAL ENGINEERS,ARGHITECTS,PL q&'%,5 RvMRS AND LAi 565E ARCHITECTS
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w 2 -1/22/2023 REVISED PER NGDEO COMMENTS SGALE, A5 SHONOJ ! � KN 6HTT7ALE,NG 2"1545
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ui DRAWN BY. ER/JM
Know what's below. DE516N BY, PKN STATUS: —151ON SHEET:
o CBII before you dig. REVIEW BY, Pa PRELIMINARY NOT FOR GONSTRUGTION 2 G6.2—I
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PLAN VIER SCALE 5AR: I►,Lh = 4 ft ENGINEER'S SEAL
a IJ°. DATE REVISIONS MORRIS $ RITCHIE ASSOCIATES OF NC, PC
> 6RAPHIG 5GALE 6RAPHIG SCALE 0 6/2/2023 ORDINAL SUBMITTAL ENGINEERS,ARGHITECTS,PI.AN�RS,%RVMRS AND LAi 565E ARCHITECTS
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w 2 4/22/2023 REVISED PER NLDEG COMMENTS SCALE, AS SHorw ! � KN Llb4) 0 NG 21545
3 12/25/2023 REVISED PER STATE STORMWATER LOMMENTS DATE, 5/2/2023 (q64)LIGBaE
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a (IN FEET) (IN FEET) HIM MRA T6 AGOM
ENGINEER, JMK
N I W-h = 20 ft. I RILh = 40 ft. ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
W DRAWN BY. ER/JM
Know what's below. DE516N BY, PKN STATUS: REVISION I SHEET:
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PLAN \/Ir:A 5ISALE 5AR:
No. DATE REVISIONS
M RRIB $ RITCHIE ASSOCIATES OF NC, PC
6RAPHIG 5GALE 6RAPHIG 5GALE 0 6/2/20:23 ORDINAL 50MI-TAL E*INEE%,ARGHITE05,PLq&'%%RVMR5 AND LW56ME ARCHITrLT5
O T, 1 530 HINTON POND PD.,STE 104
4 20' 0 10, 20- 10. 0 W. W 160' 1 1/151025 REVISED PER WD50.1 -IL 211114 N- . 'V'
IF v KNI(5HTDALE,NG 2-7545
2 -1/22/2023 REVISED PER WDEG COMMENT5 SCALE. A5 5HOM M
21
a 12/25/2023 Rf=VI5ED PER 5TATE 5TORMHATER WMAM (Llb4)200-T5 DATE, 512,--- LIGBaE-C-AW 03
(IN FEET) (IN FEET) EWINEER, JMK VM MPArTALOM
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ui DRAM BY. ER/Jm
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SCALE:H:1"=40'
1.-4' H SCALE: 1" 40'V 1 STORM A13 PROFILE
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o
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I WA 4 ft. ENGINEER'S SEAL I
PLAN \/Ir:A SCALE 5AR:
No. DATE REVISIONS
aI MORRIS $ RITCHIE ASSOCIATES OF NC, PC
6RAPHIG 5GALE 6RAPHIG 5GALE 0 6/2/20:23 ORDINAL SUBMITTAL E*INEE%,ARGHITE05,PLq&'%%RVMR5 AND LA�ME ARCHITECTS
9 201 20- 10. W. 10. a W 530 HINTON POND PD.,STE 104
0 10, 0 W 160' 1 1/151025 REVISED PER WD5GI.1 -IL,5 110,, 211114 M ak v A ■ ff IL�
4 1 1 1 1 1 1 1 1 1 1 1 A Imp %'k KNI(5HTDALE,NG 2-7545
2 -1/22/2023 REVISED PER WDEG COMMENTS SGALE. A5 2 - 5%HOM [phone]
a 12/25/2023 REVISED PER 5TATE 5TORMHATER COMMENTS DATE, 5/2/�2025 LIGBaE-C-AW
(IN FEET) (IN FEET) ENGINEER, JMK NMMRA6TA.G0M
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ui DRAM BY. Ewim
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PLAN VIrEA5CALE 5AR: I byh = 4 ft. ENGINEER'S SEAL
No. DATE REVISIONS
MORRIS f RITCHIE ASSOCIATES OF NC, PC
6RAPHIG 5GALE 6RAPHIG 5GALE o 6/2/20:23 ORDINAL 50MI-TAL E%INII ARCAITE05,RAKE%,5UZVEYOR5 AND LAW56ME ARC44ITrLT5
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11 — W KNI(5HTDALE,NG 2-7545
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a 12/25/2023 Rf:VI5ED PER 5TATE 5TORMKATER r0mmENT5 DATE, D/Z'2025 (LIGBaE-C-A 03W
(IN FEET) (IN FEE ENGINEER, JMK NMMRA6TA.GOM
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ui DRAWN BY, ER/JM
STATUS: 1-151ON I
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PLAN V I EA SCALE 5AR: (IN FEET) ENGINEER'S SEAL
a I Inch = 4 et. No. DAIS REVISIONS
MORRIS S RITCHIE ASSOCIATES OF NC, PC
6RAPHIG SGALE o 6/2/2023 ORDINAL SUBMITTAL E*INEE%,ARGHITEGT5,PLq&'5,5URVMR5 AND LIWD56APE ARCHITEGT5
a W aY m 1
20' 0 10, 20' 40' 60' 1U I 9/5/2023 REVISED PER NCDEG COMMENTS JC11 NO.: 21614 M L.i ■ /" 530 HINTON POND PD.,STE 104
6RAPHIG SGALE ! ' * KNI6HTDALE,NG 2 1545
2 -1/22/2023 REVISED PER NCDEG COMMENTS SGALE: A5 5HOM
40' 0 W. 40' 60' 160' [phone]
d 3 12Y16/2023 REVISED PER STATE STORMWATER COMMENTS DATE: 5/2/2023 LIGBLE-C-4162
(IN FEET) I l^M MRA6TA.GOM
ENGINEER: JMK
N I kW-h = 20 ft. ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
(IN FEET) DRAM BY. ER/JM
I Inch = 40 ft. Know what's below. DE516N BY, PEN
STATUS: REVISION 5HffT:
o Call before you dig. REVIEW BY: PIN PRELIMINARY NOT FOR GON5TRUGTION 2 G6.32

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PLAN VIER SCALE 5AR: I►xh = 4 ft. ENGINEER'S SEAL
a No. DATE REVISIONS MORRIS $ RITCHIE ASSOCIATES OF NC, PC
> 6RAPHIG SGALE 6RAPHIG SGALE O 6/2/2023 ORDINAL 50MITTAL W mlk E%INII ARCHITE05,PIPd. W%,5URVEYOR5 AND LAW56AFE ARC44ITEGT5
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w 2 4rz2no23 REVISED PER NGDEQ COMMENTS SCALE, AS 51arw ! 1k A IF IL � KNI6HTDALE,NG 2 1545
3 12/25/2023 REVISED PER 5TATE 5TORMWATER OOMMENT5 DATE, 5/2/2023 (q64)LIGBaE
-C-A 03
a (IN FEET) (IN FEET) ENGINEER, JMK NM MRA T6 A.GOM
N I W-h = 20 ft. I RILh = 40 ft. ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
ui DRAWN BY, ER/_IM
Know what's below. DE516N BY, PKN STATU5: REVISION I SHEET,
o CBII before you dig. REVIEW BY, WINPRELIMINARY NOT FOR GON5TRUGTION 2 G6.33
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55PP — SHEET 12 OF 32
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o LJ I` No. DAIS REvlsloNs MORRIS $ RITCHIE ASSOCIATES OF NC, PG
> 6RAPHIG 5GALE 0 6/2/2023 ORDINAL SUBMITTAL ENGINEERS,ARCHITECTS,PLA&MR5,5111 AND LAND56ME Al
ON
4 20' 0 10, 20' 40' 80. 1 9/51023 REVISED PER NGDEO GOMN 1 JOB NO.: 211114 ,.i ■ / 530 H NTON POND RD.,STE 04
w 2 -1/22/2023 REVISED PER NGDEG GOMhENT5 SGALE: A5 5HON01 ! � KN Llb4)20,NG 2"1545
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(IN FEET) I l^M MRA6TA.GOM
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N I W-h = 20 ft. ©2023 MORRIS B RITCHIE ASSOCIATES,INC.
ui DRAWN BY. ER/JM
Know what's below. DE516N BY, PK S:N STATU -151ON I SHEET:
o CBII before you dig. REVIEW BY: Pa PRELIMINARY NOT FOR GON5TRUGTION 2 G6.34
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> 6RAPHI G 5GALE 0 6/2/2023 ORDINAL SUBMITTAL ENGINEERS,ARGHITE05,PLA W%,5URVEYOR5 AND LANDSCAPE ARC441TECTS
4 20' O 10, 20' 40' 80. 1 9/51023 REVISED PER NGDEQ GOMN 1 JC11 NO.: 21e1a ,.i ■ / 530 N NTON POND RD.,STE 04
w 2 vr22/2023 REVISED PER NGDEQ GOMhENT5 SCALE: Al SHorw ! � KNI Llb4)20,NG 71545
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ui DRAWN BY. EW-Im
Know what's below. DE516N BY, PKN STAiU5: -151ON I SHEET:
o CBII before you dig. REVIEW BY, PIN PRELIMINARY NOT FOR GON5TRUGTION 2 G6.35

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o :7 LJ I` No. DAIS REvlsloNs MORRIS S RITCHIE ASSOCIATES OF NG, PG
> 6RAPHI G SCALE o 6/2/2023 OR6INAL SUBMITTAL ENGINEERS,ARCHITECTS,PLML925,5URVEYORS AND LANDSCAPE ARCHITECTS
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PLAN x Y/I: :7A GIS 5AR:ALE ENGINEER'S SEAL
o LJ I` No. DAIS REvlsloNs MORRIS $ RITCHIE ASSOCIATES OF NC, PG
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3 12/25/2023 REVISED PER 5TATE 5TORMWATER COMMENTS DATE: D/2/2023 (q64)200-2I03
a LIGBLrE><G-4182
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II VIEA5CALE 5AR:
o No. DATE REVISIONS
I MORRIB $ RITCHIE ASSOCIATES OF NC, I-C
6RAPHIG 5GALE 0 6/2/20:23 ORDINAL SUBMITTAL W III m I& E%II ARCHITECTS,RAKE%,aRVEYOR5 AND L4MME ARCHITECTS1
4 201 0 10, 20- 80. 1 1/51025 REVISED PER WP]50.1 _IL 211114 —16 530 HINTON POND PD.,STE 04
2 -1/22/2023 REVISED PER WDEG COMMENTS SCALE. A,SHorw ak III IL v KNI6HTDALE,NG 2-7545
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a 12/25/2023 REVISED PER STATE 5TORMHATER 00MIAMT5 DATE, 5/2/2025 LIGBaE-C-AW
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-1 5HEET I 55PP
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03 7 9
MIDDLE POINT
BARBEGUE GREEK TN5P. HARNETT GOUNT)-,N.G.
PLAN \/Ir:A 5ISALE 5AR: ENGINEER' SEALo No. DATE REVISIONS
I MORRIB $ RITCHIE ASSOCIATES OF NC, I-C
6RAPHIG 5GALE 0 6/2/20:23 ORDINAL SUBMITTAL ENGINEERS,ARCHITECTS,RARE=%5RYS(OR5 AND LANDSCAPE ARCHII
1 1/51025 REVISED lr=R WD50.1 JC11 W,, 211114 ON T, I L02 530 HINTON POND PD.,STE 104
4 201 0 10, 20- 10. JU - . V,
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2 -1/22/2023 REVISED PER WDEG COMMENTS SGALE.- A5 5HI (Llb4)200-2103
a 12/25/2023 REVISED PER STATE 5TORMHATLR 00MIAMT5 DATE, 5/2/2025 LIGBaE-C-AW
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55PP SHEET 15 OF 32
L
FOR
03 7 9
MIDDLE POINT
BAF+f3ErLU=GREEK TN5P. HARNETT COUNTY,N.G.
ENGINEER'S SEAL
PLAN VIEA5CALE 5AR:
No. DATE REVISIONS
I MORRIB $ RITCHIE ASSOCIATES OF NC, I-C
6RAPHIG 5GALE 0 6/2/2023 ORDINAL SUBMITTAL E%INII ARGHITEC.T5,RMBZ5,5UZVEYOR5 MV LANDSCAPE ARCHITECTS
201 20' 10. a W 530 HINTON POND PD.,STE 104
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1 1 1 1 1 1 A 11,v q�r KNI(5HTDALE,NG 2-7545
2 -1/22/2023 REVISED PER WDEG COMMENT5 51-Ad-E. A5 5HOM
a 12/25/2023 REVISED PER STATE 5TORMHATER WMAMT5 DATE, 5/2/2025 (Llb4)200-2103
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BARBEGUE GREEK TN5P. HARNET7 GOUNT",N.G.
PLAN VIrEA5CALE 5AR: ENGINEER'S SEAL
o No. DATE IREVISION5
MORRIB $ RITCHIE ASSOCIATES OF NC, I-C
6RAPHIG 5GALE o 6/2/20:23 ORDINAL 50MI I-TAL W 111 IIIIIs W ENGINEENGINEERS,IN ARGHITE05,RM W EZ5, ZVEYOR5 AND LAW56ME ARC44ITrLT5
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a 12/25/2023 RF=VI5ED PER 5TATE 5TORMHATER 00MIAMT5 DATE, 5/2/2025 (Llb4)200-2103
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PLAN �Y/IEA GCALE 5AR: ENGINEER'S SEAL
o :7 LJ I` No. DAIS REvlsloNs MORRIS $ RITCHIE ASSOCIATES OF NC, PG
> 6RAPHIG 5GALE 0 6/2/2023 ORDINAL SUBMITTAL ENGINEERS,ARGHITEGT5,PLq&'%aRVE(OR5 AND LAND5OAPE ARGHITEGT5
ON
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w 2 9/22/2023 REVISED PER NGDEG OOMNENT5 SGALE: A5 5HOM ! � KN 6 b4)20,NG 71545
3 12/25/2023 REVI5ED PER 5TATE 5TORMWATER OOMMENT5 DATE: 8/2/2023 (qg4)E-C-A 03
D- LIGBLrE><G-a182
(IN FEET) I l^M MRA6TALOM
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FOR
03 7 9
MIDDLE POINT
BARBEGUE GREEK TN5P. HARNET7 GOUNT",N.G.
PLAN \/Ir:A GC 5AR: ENGINEER'S SEAL
No. DATE REVISIONS
Q I MORRIS $ RITCHIE ASSOCIATES OF NC, I-C
9 6RAPHIG 5GALE 0 6/2/20:23 OPOINAL SUBMITTAL EN51NEE%,ARCHITECTS,RARE=%%IIZVMR5 AN LW56APE AR041MT5
0 , I4 201 0 10, 20- 10. 1 q/5/2025 F+rVl5EI:l PER W,11E0 r�.T!5 JC11 NO.. 21014 M k V 530 HINTON POND PD.,STE 104
11 1 W III, A IF 11kv qr KNI(5HTDALE,NG 2-7545
2 -1/22/2023 REVISED PER WDEG COMMENTS 51-Ad-E. A5 51HUM (Llb4)200-2103
I MEN MEN a 12/25/2023 REVISED PER STATE 5TORMKATER r0mmmT5 DATE, D/Z'2025 LIGBaE-C-Q52
(IN FEET) EWINI JMK VM MPArTALOM
I rich = 20 ft. DRAWN BY. 2023 MORRIS&RITCHIE ASSOCIATES,INC.
EWJM
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< Call before you dig. ------------ REVIEW BY: Z PRELIMINARY NOT FOR GON5TRUGTION 2
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o STORM H13 PROFILE
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V.1'=4' STORM H12 PROFILE 03 7 9
SCALE:H:1'=40' MIDDLE POINT
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PLAN \/Ir:A 5ISALE 5AR: ENGINEER'S SEAL
o No. DATE REVISIONS
I MORRIB $ RITCHIE ASSOCIATES OF NC, I-C
6RAPHIG 5GALE 0 6/2/20:23 OROINAL SUBMITTAL EN51NEE%,ARGHITEC.T5,RARE=%5UIZVMR5 MV LW56APE ARCAIMT5
0 2 -1/22/2023 REVISED PER WDEG 51-A 1
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11 W 17 IF IL v q�r KNI(5HTDALE,NG 2-7545
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PLAN \Y/I: 5AR:A 5CALE ENGINEER'S SEAL
o :7 LJ I` No. DAIS REvlsloNs MORRIS $ RITCHIE ASSOCIATES OF NC, PG
> 6RAPHIG 5GALE 0 6/2/2023 ORDINAL SUBMITTAL ENGINEERS,ARGHITEGTS,PI-MER5,5URVEYOR5 AND LANDSCAPE ARCHITECTS
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3 12/28/2023 REVISED PER STATE STORMWATER COMMENTS DATE: 8/2/2023 (qg4)E-C-A O3
D- LICBL,E><C-4182
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0
Q 235 235 STORM J5 PROFILE
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(IN FEET)
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SCALE:H:1=40
V.I"=4, 55PP - SHEET 24 OF 32
c
_ §#ALFOR
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PLAN \Y/I: :7A GIS 5AR:ALE ENGINEER'S SEAL
o LJ I` No. DAIS REvlsloNs MORRIS $ RITCHIE ASSOCIATES OF NC, PG
> 6RAPHIG SCALE 0 6/2/2023 ORDINAL SUBMITTAL ENGINEERS,ARGHITEGTS,RARE=%,5URVMR5 AND LANDSCAPE ARCHITECTS
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3 12/25/2023 REVISED PER STATE STORMWATER COMMENTS DATE: 8/2/2023 (q64)200-2103
d LIGBLrE><G-4182
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215 215
-0+50 +-25 0+00 -25 +50 +-3 1+00 +25 1+50
041,11,
STORM T8 PROFILE 55PP SHEET 25 OF 32
E SCALE H V=40 §NAL
FOR
V: I '
03 7 9
MIDDLE POINT
BAFf3ErLU=GREEK TN5P. HARNETT COUNTY,N.G.
I
PLAN \/Ir:A 5CALE 5AR: ENGINEER'S SEAL
o No. DATE REVISIONS
MORRIS $ RITCHIE ASSOCIATES OF NC, I-C
6RAPHIG 5GALE o 6/2/20:23 ORDINAL SUBMITTAL W IN M'k W ENGINEERS,ARGHITE05,PLq&'%%IIZVMR5 AND LANDSCAPE ARCHITECTS
201 0 10, 20- 10. 1 1/51025 REVISED PER WMO.1 JC11 NO.: 211114 M 530 HINTON POND PD.,STE 104
- III, pop lkv
2 -1/22/2023 REVISED PER WDEG COMMENTS SGALE. AS—m W qr KNI(5HTDALE,NG 2-7545
a 12/25/2023 REVISED PER STATE 5TORMKATER WMAMT5 DATE, D/2'2025 (Ll64)200-2103
LIGBaE-C-AW
(IN FEET) EWINI JMK NMMPA6TA.GOM
I W-h = 20 ft. @ 2023 MORRIS&RITCHIE ASSOCIATES,INC.
ui DRAWN BY. ER/JM
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<
, I

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z< IX15T GRADE
-
62/,3LF
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< — — 205 205
22.111- L21.22LF (IN FEET)
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-0+50 -25 0+00 .25 +50 +15 1+00 +25 1+50 55PP 5HEET 26 OF 32
-0+50 125 0+00 +25 .50 +-5 1+00 +71 1+50
E STORM TIO PROFILE -0+50 125 0+00 +m +50 +15 1+00 +25 1+50 FOR
STORM T9 PROFILE SCALE:H:1'=40' 0 3 7 12 28��9
SCALE:H:1"=40' V..1.-4 STORM T1 I PROFILE MIDDLE POINT
V:1"=4'
SCALE:H:1'=40' A
V:1"=4' BARBEGUE GREEK TN5P. HARNETT COUNTY,N.G.
PLAN \/Ir:A 5ISALE 5AR: ENGINEER'S SEAL
o No. DATE REVISIONS
I MORRIB $ RITCHIE ASSOCIATES OF Nc" I-C
6RAPHIG SCALE 0 6/2/20:23 ORDINAL SUBMITTAL ENGINEERS,ARGHITE05,PLML9Z5 5URVEYOR5 MV LW56ME AR041MT5
O T, 1 530 HINTON POND PD.,STE 104
4 20' 0 10, 20- W
80. 1 1/151025 REVISED PER DEGI COMMENTS -JOB110,, 211114 N-
IF IL v qr KNICHTDALE,NG 2-7545
2 -1/22/2023 REVISED PER WDEG COMMENTS SGALE.- AS 5HOM -A (Clb4)200-2103
a 12/25/2023 REVISED PER STATE 5TORMHATER WMAMT5 DATE, 5/2/2025 LIGBaE-C-AW
(IN FEET) EWINI JMK VMMPA6TA.GOM
I W-h = 20 ft. @ 2023 MORRIS&RITCHIE ASSOCIATES,INC.
ui DRAM By. EWJM
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<
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'4 J\
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225 225 230 230
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STORM T14 PROFILE I Inch 40 ft.
SCALE:H:1.
--'\EXIST.GRADE V: 1
GRADE
o
200 200
ryo
-0+50 125 0+00 +25 +50 --15 1+00 +25 1+50
o
-1 OF 32
STORM T12 PROFILE 55PP - SHEET 2
SCALE:H:1'=40'
V.1"-4' IcI5 IcI5 L
FOR
03 7�9
MIDDLE POINT
BARBEGLE GREEK TN5P. HARNETT COUNTY,N.G.
I
PLAN VIEW SCALE 5AR: -0+50 -25 0+00 +25 +50 +15 1+00 +25 +50 +'5 2+00 +25 2+50 ENGINEER'S SEAL
No. DATE REVISIONS
MORRIS $ RITCHIE ASSOCIATES OF NC, "I
6RAPHIG SCALE STORM T13 PROFILE 0 6/2/2023 OROINAL 50MITrAL EN51MI ARGHITE05,RAW%,5UZVEYOR5 MV LAW56APE ARC44ITrLT5
aY
SCALE:H:1"=40' 530 HINTON POND PD.,STE 104
4 201 0 10, 20- 10. V..1" I q/5/2025 REVISED PER WDE-0 COMMENTS -105 NO.. 21014 M
11 W JA IF KNI(5HTDALE,NG 2-7545
2 --0- REVISED-R SGALE. A5 5HOM
(Llb4)200-2103
a 12/25/2023 REVISED PER STATE 5TORMKATER WMAMT5 DATE, D/Z'2025 LIGBaE-C-AW
IN FEET) EWINI JMK VMMRA6TA GOM
I W-h = 20 ft. @ 2023 MORRIS&RITCHIE ASSOCIATES,INC.
ui DRAM BY. EW-Im
Know what's below. DE:516N BY, PIQ4 STATUS: 1-151ON I
Call before you dig.
< REVIEW BY, PIN PRELIMINARY NOT FOR GON5TRUGTION 2
0

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z — PROP&RACE — 15"Rrp @ 1.00%
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GRAPHIC SCALE
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o 255 235
<
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I Inch = 40 ft.
STORM T15 PROFILE —
SCALE:H:1"=40' — 230 230
V..1.
250 230
C,
6 -0+50 +-25 0+00 +25 +50 +75 1+00 +25 1+50
2 -0+50 -25 0+00 +:25 +50 +15 1+00 +25 1+50 55PP SHEET 25 OF 32
STORM T17 PROFILE
L FOR
SCALE:H:1"=40'
STORM T16 PROFILE V'.1"=4 039739 iz/za�
SCALE H:1-=40' MIDDLE POINT
BARBEGLE GREEK TN5P. HARNET7 GOUNTI-,N.G.
ENGINEER'S SEAL
PLAN VIEA5CALE 5AR:
No. DATE REVISIONS
I MORRIB $ RITCHIE ASSOCIATES OF NC, I-C
6RAPHIG SCALE 0 6/2/20:23 OROWL SUBMITTAL ENGINEERS,ARGHITEGT5,PLq&'%5UIZVMR5 MV LW56ME ARCHITECTS
a W ift m W =
4 201 0 10, 20- 80. 1 9/5/2025 REVISED PER WDE-0 GOMNENTS JC11 NO.: 2104 M j m —M"= 530 HINTON POND PD.,STE 104
A IF IL v qr KNI(5HTDALE,NG 2-7545
2 — REVISED-0- REVISEDPERW W
P R DEG COMMENTS SCALE. A5 5HOM N I I -
a 12/25/2023 REVISED PER STATE 5TORMHATER COMMENTS DATE, or- (Llb4)200-2103
LIGBaE-C-AW
JMK NMMRA6TA GOM
DRAM BY.
(IN FEET) EWINEER,
I W-h = 20 ft. ERI-Im @ 2023 MORRIS&RITCHIE ASSOCIATES,INC.
ui Know what's below. DE:516N BY, PIQ4 STATUS: 1—151071 SHEET:
Call before you dig. 6.50
< REVIEW BY, PM PRELIMINARY NOT FOR GON5TRUGTION 2
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ui
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9+50 05 10+00 .25 +50 05 11+00 +25 11+50 IN FEET)
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NC 27 & STREET A DRIVEWAY PIPE PROFILE
SCALE.H 1"=40'
V 1-4'
2 -0+50 -25 0+00 +21 +50 +-5 1+00 +25 1+50
0
STORM T18 PROFILE 41"A, 55PP SHEET 2cl OF 32
ESCALE:H:1'=40*
E V.1"=4, 4 FOR
L
038
9
MIDDLE POINT
BARBEGLE GREEK TN5P. HARNETT COUNTY,N.G.
ENGINEER'
PLAN \/lr:A5,SALr= 5AR:
No. DATE REVISIONS
SEAL
C) I MORRIS $ RITCHIE ASSOCIATES OF NC, PC
9 67RAPHIG 5GALE 0 61 ORDINAL SUBMI TTAL ENNNIT%,ARCHITECTS,PLANTERS,
ZVEYOR5 AND
L )5c'APE ARCAIMTI5
201 0 10, 20- 10. 1 1/51025 REVISED PER WP50.1 JCll 110,, 211114
4 JU m I,T j 530 HINTON POND PD.,STE 104
1 1 1 1 A IF IL v qr KNI(5HTDALE,NG 2-7545
2 1 1 1 - (4b4)200-2103
2 -1/22/2023 REVISED PER WPEG COMMENTS SGAL-E. A5 5HI
a 12/25/2023 REVISED PER STATE 5TORMHATER COMMENTS DATE, LICBaE-C-4152
IN FEET) EWINEER, JMK VM MPArTALOM
I Inch = 20 ft. @ 2023 MORRIS&RITCHIE ASSOCIATES,INC.
ui DRAWN BY. EILJM
Know what's below. STATUS: jlXzlIlI0NjS,..T:
<
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