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Home My WebLink AboutSWA000156_Plansheet C1.0-6 - Site Plan_20220713i I I 417/ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � Scale :1 inch = 200 ft. DATE I REVISIONS 06/01/2022 Revised Per DRB Comments 06/17/2022 Revised Per HRW Comments ON DEED BOOK 03977, PAGE 0134 TER & INDIVIDUAL ON —SITE SEPTIC IETERMINED TO BE OUTSIDE OF THE MAP 3720052800J EFFECTIVE OCTOBER FOR SINGLE FAMILY HOMES WITH HARNETT COUNTY AND NCDOT 'UBLIC DEDICATED R/W AND UTILITY ENT & PUBLIC. THE MAINTENANCE OF RESPONSIBILITY OF INDIVIDUAL LOT COUNTY AND/OR NORTH CAROLINA SOIL PONSIBLE FOR MAINTAINING THE INSTALLED PER HARNETT COUNTY ER LOT AND VERIFIED BY THE TOWN ALL LOTS IMPACTED BY FLOOD HAZARD ,E WITHIN THE WETLANDS OR RIPARIAN IS COMMON SPACE AND WILL BE INTENANCE OF THE MAILBOX KIOSK AND \REAS PROPOSED ON THIS SITE. CDOUGALD ROAD. ;INEERING DEPARTMENT STANDARDS AND E WATER CAPACITY. THIS DEVELOPMENT IE EXISTING WATER SYSTEM TO MEET .AT CONSTRUCTION PLAN AND/ OR 0 BE CENTERED IN A PUBLIC DEDICATED 'ROVED CONSTRUCTION PLAN FOR AT LEAST 20' FROM ANY INTERSECTION 3EFORE CONSTRUCTION. OF A VOLUNTARY AGRICULTURAL JOB No.: 21534 SCALE: AS SHOWN DATE: 4/8/2022 ENGINEER: JMK DRAWN BY: JM/ER DESIGN BY: PKN REVIEW BY: JMK ,,,, I181111,,, OAL 0397�9 6/16/22,_ <\ ENGINEER'S SEAL r� i W OIL V at Ad 'F op— C1.5 C1.4 _\j/ C1 3 C1.2 KEY PLAN NOT TO SCALE LEGEND — — — PR. RIGHT OF WAY — - - — - - — PR. LOT LINE/PARCEL LINE — — — — — — PR. EASEMENT PR. BUILDING PR. CURB & GUTTER PR. RETAINING WALL — PR. ROAD CENTER LINE PR. HEAVY DUTY PAVEMENT PR. LIGHT DUTY PAVEMENT 20' PERIMETER BUFFER PR. SCM ACCESS EASEMENT PR. OPEN SPACE PR. IMPROVED OPEN SPACE PR. ACTIVE OPEN APCE x x PR. FENCE PR. HANDICAP PARKING PR. HANDICAP RAMP XXX PR. LOT NUMBER ® PR. PARKING SPACE COUNT OS PR. OPEN SPACE LOD PR. LIMIT OF DISTURBANCE LOD—TP PR. TREE PROTECTION FENCE PR. TREELINE 202 PR. 1' CONTOUR 200 PR. 5' CONTOUR EX. 1' CONTOUR EX. 5' CONTOUR — — EX. PROPERTY LINE - - - EX. RIGHT-OF-WAY EX. ADJACENT PROPERTY LINE EX. EASEMENT — EX. 1% ANNUAL CHANCE FLOC NW EX. NON -TIDAL WETLAND SB EX. STREAM BUFFER EX. BUILDING ________= EX. CURB EX. PAVEMENT/EDGE OF GUTTI ------------ EX. WALK EX. STREAM/POND 0 EX. TREELINE EX. TREE SD EX. STORM DRAIN SAN EX. SANITARY LINE W W EX. WATERLINE G G EX. GAS LINE UGE EX. UNDERGROUND ELECTRIC OHE EX. OVERHEAD ELECTRIC EXISTING PROPOSED a ° FIRE HYDRANT 0 ® WATER VALVE d REDUCER 0 O WATER METER 0 POWER POLE h LIGHT POLE PRELIMINARY PLAN NOT FOR CONSTRUCTION OVERALL SITE PLAN FOR MCDOUGALD DOWNS UPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINA MORRIS & RITCHIE ASSOCIATES OF NC, PC ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS 5605 CHAPEL HILL RD, STE 112 RALEIGH, NC 27607 (984) 200-2103 LICENSE # C-4182 WWW.MRAGTA.COM © 2022 MORRIS & RITCHIE ASSOCIATES, INC. STATUS: REVISION I SHEET: PRELIMINARY NOT FOR CONSTRUCTION I --- C1.O Y / v ` veal v v➢ / ° v a ♦ `� 0.58 AC 150 0.62 AC / 191 / / 0.75 AC ; i 152 0.58 AC 188 0.67 AC 0.58 AC ' / \ .\ ° - ° ti% : \. a.�tvw_ SHEET C1.2 / 25�- ; ' 118 0.58 AC 0.58 AC ``., SHEET C1.1 "% \ \ / Yo- ` UTILITY EASEMENT (TYP.) ��' ° - 2010'' ' 187 0.58 AC KW v \ `IN v o /' ` \♦ v PR. STREET\�``' o vp hp `� °va\p'/' LIGHT (TYP.) v a ,' / `♦ v-v ♦ i v V 0.58 AC ♦ �-�_ i i `� `. i g a / R325.00 90 ♦ `� P, q v ,v \¢° ``Vl %/ yo / 1✓ o - o a ``\ `\ `�` 0.58 AC 0.58 AC a / o % i \`�` `\ `` PR. LOT �`�`♦ v ° - .�,� v, LINE (TYP.) PR. STOP BAR (TYP.) A `� '\ PR. STOP o o '2ps �� SIGN (TYP.) o ' - PR. EDGE OF IN PAVEMENT (TYP.) \`° \,� 0.60 ACNI 189 0.58 AC AC A l0.60 AC 144 / , , ° �� F \ / PR. UTILITY v v v PR. SETBACK IN I NI v IN ° - a \`\ `\� ; 0.58 AC\\Zlo .58 AC v ` 6%IN 0.69 AC , Vv ♦ ` ' O, %' ° ° v - `♦` PR. RIGHT OF ``��\` , %' j/ / v \ IN G' \ \ ° v WAY (TYP.) PR. EDGE OF `\ V/ ; PAVEMENT (Typ 0.58 AC PR. EDGE OF %' / . \ �1 a aia� �-- / , 6 ,5 PAVEMENT (TYP.) / 123 PR. UTILITY 0.60 AC / EASEMENT (TYP.) I - I PR. STREET , LIGHT (TYP.) i / % ; / ; " I �'P R50.00' R35.00' PR. LOT LINE 0.58 AC `� `v' /' i /' (TYP.) j\, R ° PR. 20' STORM / ; /; ; v - v c % 0.58 AC DRAINAGE EASEMENT (TYP.) 4s.v-♦ /�- ,'ayti 1 / / , , , / , EXIST. 30' SURFACE i01s ,/ // , ,/ // , ,/ , / WATER BUFFER / , //, /, ,�; 1 / SCM2 / ``� '' ' /' 1' ``. ; ' ' /' EXIST. WETLANDS 1.28 AC 42.1' 0.77 AC `.28.5'� // , ;, 1; ,/�/' ,// ///' //',/, ' / ;' SITE NOTES ' �' I 133 �` ♦ / ,/ / , / ,/ / / // / / / 1. PROPERTY DEED INFORMATION CAN BE FOUND ON DEED BOOK 03977 PAGE 0134 ( 1 0.72 AC , PR. SETBACK I i % / / / / / /q3 / 69./ 45.4 / / / / / / / % 2. 191 UNITS PLANNED WITH HARNETT OOUNTY WATER & INDIVIDUAL ON -SITE SEPTIC SYSTEMS. 3. THE SITE LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% Q, ANNUAL CHANCE FLOODPLAIN) PER FEMA MAP 3720052800J EFFECTIVE OCTOBER 3, 2006. 4. MINIMUM LOT WIDTH 100' AND 40' ON CURVES FOR SINGLE FAMILY HOMES 0.58 AC r I % i / / / , / / , / / , / / / , / / / , / / 1 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNErr COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. �`.\ // // / / // ,/ / // ,/ / �, 6. ALL STREETS SHOWN HEREON ARE TO BE 50' PUBLIC DEDICATED R/W AND UTILITY \ \ EASEMENTS. i v° v ;' % 134 � / / /' / / / / ' / /' 7. ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT & PUBLIC. THE MAINTENANCE OF ALL o p 0.62 AC �` / / /' / / / / / / / / / EXIST. WETLANDS / SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. `v : �` / /' / / /' / / 8. DEVELOPER SHALL CONFORM TO ALL HARNETT COUNTY AND/OR NORTH CAROLINA SOIL AND \ \♦ v 12 �\ �`�\ /' / / , / /' ,, / /' , / / EROSION REGULATIONS / `a 9. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFERS AND ALL OPEN SPACE. , v v v l 1 {?p / / ate° ° \ `� R35.00 0 01v ° al------------------------------------� �/ , // / , ,/ / j 10. FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY v - v `\ 70 \ \\ PR. STREET I �_ - - /' REGULATIONS. v \ R9,9. LIGHT (TYP.) a b--------------------------------------17' / / ' ' 11. SO FT IMPERVIOUS ALLOWED PER LOT AND VERIFIED BY THE TOWN ENGINEER. / MAXIMUM 8,200 `\ v \ \ a v-v a�yI , GT `'` �i ,/ �• 12. MINIMUM LOT SIZE TO BE 25,000 SF. ✓\/\/� v� / °'v v° v 0.58 AC- `m v PR. LOT i % �' / PR. STOP \ ¢ u� u\�✓ LINE TYP. BAR (TYP.),\ \ \ GCT \i \/ \/ � (TYP.) 141 ; / .f 25.00' w h a \/v \ �' 0.58 AC �' / 140 '9 v 0.58 AC > < IN NI/S''RC'A spec v '}V"�\\ / %'/ / i ' ,'' 2 0. \ NI KW / EXIST. EDGE OF \ PAVEMENT \ \ S \/ \ \/ \/ / v / `N % '9' v / v x v NI IN IN. It IN IN IN. \ a° ;►1 01 Ex. Fire Hyd. 60 ° 0.62 AC C I \ \ z \ \ \ \ \ \\ \ / \ 0.60 AC / /, / / /C\V 0.58 AC / °�a ° /y `\ PR. RIGHT OF EASEMENT (TYP.) ,v /° \ \/ WAY (TYP.) v �' ° 131 \ 8, 0.58 AC ; d" / ° V INN ° v° v ° `- .` `\ v ; ^N\\ V -v `N v ``N 0.58 AC 0.58 AC 137 0.58 AC 25.0' REAR SETBACK 60' 0 30, 60, 135 0.66 AC 120' Scale :1 inch = 60 ft. ST. PROPERTY LINE 240' 13. ELEVATION CERTIFICATE WILL BE REQUIRED ON ALL LOTS IMPACTED BY FLOOD HAZARD AREAS. 14. THERE SHALL BE NO UNPERMITTED DISTURBANCE WITHIN THE WETLANDS OR RIPARIAN BUFFERS. 15. ALL AREA OUTSIDE OF LOTS AND OPEN SPACE IS COMMON SPACE AND WILL BE MAINTAINED BY THE HOA. 16. THE HOA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE MAILBOX KIOSK AND ACCESS. 17. NO CHURCHES, SCHOOL OR COMMERCIAL USE AREAS PROPOSED ON THIS SITE. 18. NO LOT SHALL HAVE PERMITTED ACCESS TO MCDOUGALD ROAD. 19. ALL FACILITIES TO MEET HARNETT COUNTY ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS. 20. APPROVAL OF THIS PLAT DOES NOT GUARANTEE WATER CAPACITY. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET FUTURE DEMANDS PRIOR TO A PRELIMINARY PLAT CONSTRUCTION PLAN AND/ OR FINAL PLAT APPROVAL. 21. ALL UTILITIES AND DRAINAGE EASEMENT ARE TO BE CENTERED IN A PUBLIC DEDICATED U1LITY OR DRAINAGE EASEMENT REFER TO APPROVED CONSTRUCTION PLAN FOR FINALIZED LOCATIONS. 22. ANY ENTRANCE MONUMENTS MUST BE PLACED AT LEAST 20' FROM ANY INTERSECTION R/W. A SEPARATE PERMIT WILL BE REQUIRED BEFORE CONSTRUCTION. 23. A PORTION OF THIS PROJECT IS WITHIN 1 MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. C1.5 C1.4 C1 3 C1.2 KEY PLAN NOT TO SCALE LEGEND - - - PR. RIGHT OF WAY - - - - - PR. LOT LINE/PARCEL LINE - - - - PR. EASEMENT PR. BUILDING PR. CURB & GUTTER PR. RETAINING WALL - PR. ROAD CENTER LINE PR. HEAVY DUTY PAVEMENT PR. LIGHT DUTY PAVEMENT 20' PERIMETER BUFFER PR. SCM ACCESS EASEMENT PR. OPEN SPACE PR. IMPROVED OPEN SPACE PR. ACTIVE OPEN APCE x x PR. FENCE PR. HANDICAP PARKING lu PR. HANDICAP RAMP XXX PR. LOT NUMBER ® PR. PARKING SPACE COUNT OS PR. OPEN SPACE LOD PR. LIMIT OF DISTURBANCE LOD - TP PR. TREE PROTECTION FENCE PR. TREELINE 202 PR. 1' CONTOUR 200 PR. 5' CONTOUR EX. 1' CONTOUR EX. 5' CONTOUR - - EX. PROPERTY LINE --- EX. RIGHT-OF-WAY - - EX. ADJACENT PROPERTY LINE - - - - - - - - - - - - - EX. EASEMENT EX. 1% ANNUAL CHANCE FLOODPLAIN NW EX. NON -TIDAL WETLAND SB EX. STREAM BUFFER EX. BUILDING EX. CURB - - - - - - - EX. PAVEMENT/EDGE OF GUTTER ----------------- EX. WALK - EX. STREAM/POND 0 EX. TREELINE EX. TREE SD EX. STORM DRAIN SAN EX. SANITARY LINE - W W- EX. WATERLINE G G- EX. GAS LINE UGE EX. UNDERGROUND ELECTRIC OHE EX. OVERHEAD ELECTRIC EXISTING PROPOSED a FIRE HYDRANT 0 ® WATER VALVE G REDUCER ❑ WATER METER 0 o POWER POLE LIGHT POLE PRELIMINARY PLAN NOT FOR CONSTRUCTION eggs SITE PLAN - SHEET 1 OF 6 RA FOR 0397,39 MCDOUGALD DOWNS �•. 6116/22,�Z_ ; j Y; Mtom' j 1��. ENGINEER'S SEAL UPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINA DATE REVISIONS MORRIS & RITCHIE ASSOCIATES OF NC, PC /01/2022 Revised Per DRB Comments ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS /17/2022 Revised Per HRW Comments JOB NO.: 21534 ! ►.l ■ -1 It 5605 CHAPEL HILL RD, STE 112 SCALE: AS SHOWN ! , T RALEIGH, NC 27607 (984) 200-2103 DATE: 4/8/2022 ' LICENSE # C-4182 ENGINEER: JMK WWW.MRAGTA.COM DRAWN BY: JM /ER © 2022 MORRIS & RITCHIE ASSOCIATES, INC. DESIGN BY: PKN STATUS: REVISION I SHEET: REVIEW BY: JMK PRELIMINARY NOT FOR CONSTRUCTION --- C1.1 I I - 58 AC I I 0 `` 1 , I N 1 co 'il j 11 tit i ' I 'I I I _--_---__-_- �------ ''--- j/ lib 100 � I N / ' i 0.58 AC I I _ -_ 24t.3'---------------1 1 25.0 REAR SETBACK ---- - / i / I ---- / h '^R325.00/y '�� % SHEET C 1.3 -'% '� 101 I ------ I �� I . ' '� 0.58 AC ° W a I v v v ` I ° P• P / I rn r S H E E T C 1. 2------------------------------'1 ------ ' I ° o I-0 I I v 1 v `�'� I I I I I 1 L_ P ° PI P` I ---_ a v . v I � �\`�J, i' / I / I o� 1 1 I _- _--_---_ ' �- 32-- -- 149.1_ -- -- M I I I ' I /l co r 112.7' 16.9' I n I 110 .�� 11s.5' I 0.61 AC -------------------------- 7�' / 0.58 AC 250.0'�r--------------------- PR. S(REEjiI--------------------------------------------LIGHT TYP. I till ' ^ ^ I 1--------------------------1- / u J I` V-_--___- 1 I I l I v dv - --- J / / `\ \``\ I j I I I I ° VTR ° 1 I v v v \ . __-- JI I 180 II % ° a irk, o . o ----- /\\\ `\\\ i I i i i i I 1� U U D 0.66 AC / I / `� `\ , I I 1 1 I 100 PHASE [� I 1 0/ / O I 1/ /// �/ `�` \�\ 97 1 I I I i 1 16 a I ' I S� v. vi 1 111 ` \ O , I I I I I °P °'q ° 1 % , 0.58 AC ' `.\ �iij\\ 0.58 AC 1 i 98 ^ I 1 0.58 AC I '' / ♦♦ V�Va 1 ,\� e. `\ 1 I 0.58 AC , N I , I 1 i Ito/ �_ , , I 0.58 AC w I w PH -��, ° - ° l _ ! to ``. 1 I ' i----------------------- ' �z Z Z i HASE -- __ 50.0 \ I -_J ► '' 1! C%) _ -- __ 253.0 PR. STREET `\ a �__, I I I -- -------------- ' I i LIGHT (TYP.) - 250.3' - ---__j / �``\ `\� a 1 I i I v° ' ° v ° v-------- I - - - 1 -.-- _____-J qVV L I / 0.58 AC '° �53' o o P I ------- / �P \ \ / J m P a 'P a I / I / v v �\ v P v v I o 2 a a P,a ° 112 % 1 1 ; // P o ` ° P �' =- --- -- a ¢P R25.00' �� i I 84 ' , ♦ r/ / ' / / / I ^/ I / \o v ---- P ------ ^> 0.58 AC P. a P 58.6' R40.0, I I I ---- 195.5'-------- I STR EET H P I 1 , / i, - - - _ L--------- / / /------ R50.00" ---------- __ , 50' PUBLIC R/W &UTILITY-------------------j �`6•y"` // � / °a Pa i --- ' SITE NOTES 1 / ( i / /' / / /' / / / / •s' 3.4 /' / C' ' ° ° i'1.1� a P 63.4' r-- PR. STOP I l / , v v -_ - ------I--- I , / � x" P a - BAR (TYP.) \ 9 v v\" I V. .� 35• , P I v v8.2' I 3.48 AC ; 1 // / , // / , // / , / / / , / / 1 ; v Pv _ p R a P I / -- ------ v ' i 85 i / / 1. PROPERTY DEED INFORMAl10N CAN BE FOUND N DEED / 03977, PAGE 0134 / SIGN TYP. i 0.58 AC ( ) i I P a 2. 191 UNITS PLANNED WITH HARNETT' COUNTY WATER & I i 1/ / / , / / , / / , / / , / / I / , '� 95 ♦ , I I , I I v t INDIVIDUAL ON -SITE SEPTIC SYSTEMS. 0.58 AC ♦ I I I I I / / (�� / / ,, / / / ,, / / / ,, / / / ,, / / , / / / ` �\ /, (o i / I I I 1 I I----------------------------� 6 J4 3. THE SITE LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO 252.9'I / / / / / � / 1• ♦ i i I i i � i / BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN PER / / / I I I I I ;----------------------- / FEMA MAP 3720052800J EFFECTIVE OCTOBER 3 2006. SCM 1 / /' / ' / �3• , i 1 �I 1 CO N 1 / / / / / / / \ 0 I I H- I I , / / /' 1.43 AC /' ' / ' ' / /' ' �` % ' i • i 93 / 4. MINIMUM LOT WIDTH 100' AND 40' ON CURVES FOR SINGLE / , / \\ /� I 0.58 AC ,� I 0.58AC I I I I zF I I i 1 N i i i i j UO _N j i , / 9,// FAMILY HOMES /i 86 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT ; I I I I I 1 z 0.58 AC / / / COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. m P V /S/ pla v a P?a ° v �' , / / 6. ALL STREETS SHOWN HEREON ARE TO BE 50' PUBLIC / / / / / / / / / / / , / / `\ 94 ' ' I I ' / +�' DEDICATED R W AND UTILITY EASEMENTS. b.P \ 0.58 AC, I I PR. STREET J ,n---------------------J Pam, • -- _ / / / / I I I 1 LIGHT (TYP.) I _�l/ 7. ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT &PUBLIC. 212.3�� _- / , / , / , / , , \ .cSj , 58.9 L----- P P a I I ^ ' / ' _____________ �• / D DRAINAGE EASEMENTS SHALL --_______ THE MAINTENANCE FALL SAID , , / / I L-__-_------ I vv y pvv v o , , / / , / BE THE RESPONSIBILITY OF INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 115.2_ -- \-•-------------J � I I �' 1 R50.00' 1 I \\ \ < / / / , / / / , / / , /' / /` 95.8, / 8. DEVELOPER SHALL CONFORM TO ALL HARNETT COUNTY AND/OR , , / / �1., , I I NORTH CAROLINA SOIL AND EROSION REGULATIONS of o \ / / / ` / /-------------- PR. ROW (TYP.)-�'91 1 1 \ / / / / \?? / / `\\ PR. SETBACK I 0.58 AC 9. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR P a ,P a (TYP.) v v v MAINTAINING THE STREETSCAPE BUFFERS AND ALL OPEN / 155 / , / / // / \\\ , / , \\\ P a PT a I P I PR. LOT LINE <�,' / / / SPACE. 00 AC A. .a\ , // 113 / /% `\\\ , / /� %s3 \\�`\ 0.62 AC I I I i (TYP.) _ - __-- -' / // / ,/ // / 10. FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER \ 0.65 AC a��` / P R \\ j ,I o j R230i00' / , / , HARNETT COUNTY REGULATIONS. o i L_ ' Q� \�-----� I 2oas' _-------- 11 ALLOWED PER LOT AND \'\ ' ' \�`� "/ �O lk/ / \\\ D BY THE TOWN ENGINEER. , _ `. � / / / / FT IMPERVIOUS /------------------230.5' - PR. EDGE OF I ____----- // M 6,2TH . n MAXIMUM v ,' ugh`° % \� �r �/ , V " ' PAVEMENT (TYP.) /, VERIFIED �\ . �I� ----- ---- /' / 12. MINIMUM LOT SIZE TO BE 25,000 SF. \ I I \ \ ° - ° '9 '---------- ---- w ° ° �° ° PR. UTILITY / Q P \ P �P v /' /% `�` ' v " '� ' /�a .� \ o P `'R�„� EASEMENT (TYP.) 1 / / / P �\ / \ / 13. ELEVATION CERTIFICATE WILL BE REQUIRED ON ALL LOTS 50 cj NI i `\ sue. ° - , ` / �\ \ \ I / / IMPACTED BY FLOOD HAZARD AREAS. ` �% / / I o ` 0.58 AC I / / 14. THERE SHALL BE NO UNPERMITTED DISTURBANCE WITHIN THE I I v e'er \ / / WETLANDS OR RIPARIAN BUFFERS. r \ 20\0' 0.71 AC /� \ \ \ EOP ;' �� `��`// / ' /' �� 90 �^ a v, Pail i r,� / , % / 181 > ' \ ,' / I � vl. v v .I , / / 15. ALL AREA OUTSIDE OF LOTS AND OPEN SPACE IS COMMON 1.01 AC/ / / / \ 1 i / , , SPACE AND WILL BE MAINTAINED BY THE HOA. I ♦ v . v \r / / , ,, , 16. THE HOA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF / ��'� P a \ v�YP v° y0 `� �/ / s .0' EXIST. / %` I / / / ° I / / / THE MAILBOX KIOSK AND ACCESS. WETLANDS P a a P / %> / �\`\`: / ; \ 2 ° v ?\: `\ \ � / / ''��3%� ` v v _ '' / / / / / / 17. NO CHURCHES, SCHOOL OR COMMERCIAL USE AREAS PROPOSED / ^op ' �' / ♦ 6 \ ` / / ''� �, , / , / / / / / , / 7 ON THIS SITE. I //55.0'F ONT SETBACK j 115 ; ' / / / / / / / / / / / / / / / / / / 18. NO LOT SHALL HAVE PERMITTED ACCESS TO MCDOUGALD ROAD. 0.60 AC a ♦ 19. ALL FACILITIES TO MEET HARNETT COUNTY ENGINEERING ° a DEPARTMENT STANDARDS AND SPECIFICATIONS. °a ° P �`\ i /� a� P ,a ✓ / / 89 , , , , , / v . v� v . v ° ` ° - ° / `. I , / / / / / 20. APPROVAL OF THIS PLAT DOES NOT GUARANTEE WATER ♦ \ q P �2 �`\\ % , 0.58 AC /' /' \R \ ° .\� , , / 9d\ 1 / / / / / / / / / / / / / , \ 0.58 AC CAPACITY. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL `\ / / / IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET / ° \ , �1 , I / / , / / / / / / \ \,>. \ PR. EDGE OF : ♦ I / / , `\ I / / SCM 3 / / / , / / , FUTURE DEMANDS PRIOR TO A PRELIMINARY PLAT REAR SETBACK /ACKITV[)PAVET' ' 1 / / / ` I I°' / / / / / / / / CONSTRUCTION PLAN AND/ OR FINAL PLAT APPROVAL PR. SETBACK- (TYP.) 0.58 AC I.uj Mu �� / / / / / 21. ALL UTILITIES AND DRAINAGE EASEMENT ARE TO BE CENTERED 0.58 AC / : / ' / / / / / / IN A PUBLIC DEDICATED UTILITY OR DRAINAGE EASEMENT REFER TO APPROVED CONSTRUCTION PLAN FOR FINALIZED LOCATIONS. lb- /> \\ 183 �\ v \ •� /ti! / / , / / / / / , / / / / / / / / / / / / / 22. ANY ENTRANCE MONUMENTS MUST BE PLACED AT LEAST 20' 0.58 AC ° dP °\ \ ` ♦ ``\ / / I I / / / / / / / / / FROM ANY INTERSECTION R W. A SEPARATE PERMIT WILL BE / ; ' 10.0' SIDE SETBACK j ; ' \ v . v �� \, %/ �> / / / / / / / / / / / / / / REQUIRED BEFORE CONSTRUCTION. LOT LINE PR23. A PORTION OF THIS PROJECT IS WITHIN 1 MILE OF A . � � ' � \ � / / / �9 / , , / / v / , / , / , / / / , / VOLUNTARY AGRICULTURAL DISTRICT. �\ ♦ ♦ / PR. STREET LIGHT TYP. \ / / \ v p \ 7 12.5'_ \ `\ 0.58 AC v.v /R• --�-- C1.3 C1.2 .' C1.1 KEY PLAN NOT TO SCALE LEGEND - - - PR. RIGHT OF WAY - - - - - - - PR. LOT LINE/PARCEL LINE - - - - - - PR. EASEMENT PR. BUILDING PR. CURB & GUTTER PR. RETAINING WALL - PR. ROAD CENTER LINE PR. HEAVY DUTY PAVEMENT PR. LIGHT DUTY PAVEMENT 20' PERIMETER BUFFER PR. SCM ACCESS EASEMENT PR. OPEN SPACE PR. IMPROVED OPEN SPACE PR. ACTIVE OPEN APCE x x PR. FENCE PR. HANDICAP PARKING „':•" PR. HANDICAP RAMP XXX PR. LOT NUMBER ® PR. PARKING SPACE COUNT OS PR. OPEN SPACE LOD PR. LIMIT OF DISTURBANCE LOD - TP PR. TREE PROTECTION FENCE PR. TREELINE 202 PR. 1' CONTOUR 200 PR. 5' CONTOUR EX. 1' CONTOUR EX. 5' CONTOUR - - EX. PROPERTY LINE --- EX. RIGHT-OF-WAY - - EX. ADJACENT PROPERTY LINE - - - - - - - - - EX. EASEMENT - EX. 1% ANNUAL CHANCE FLOODPLAIN NW- EX. NON -TIDAL WETLAND SB EX. STREAM BUFFER EX. BUILDING EX. CURB - - - - - - - EX. PAVEMENT/EDGE OF GUTTER ----------------- EX. WALK - EX. STREAM/POND EX. TREELINE EX. TREE SD EX. STORM DRAIN SAN EX. SANITARY LINE W W EX. WATERLINE G G EX. GAS LINE UGE- EX. UNDERGROUND ELECTRIC OHF EX. OVERHEAD ELECTRIC EXISTING PROPOSED FIRE HYDRANT G WATER VALVE a REDUCER ❑ WATER METER POWER POLE LIGHT POLE 35.0 P ° PR. UTILITY a�' �EASEMENT(TYP.) `---- -; / PRELIMINARY PLAN 25�SHEET C1.2 118 NOT FOR CONSTRUCTION 0.58 AC �`\` S H E E T C 1 . 1 / / P v \ \ \` <\ 64 SITE PLAN -SHEET 2 OF 6 IN O ; 186 \` \` / v . / \ \\ G v . \ / `` / / / / / F 0 R 0.58 ACv v /' a v 124 v v . 0.58 AC / / / / / / / S�A L ` - /�/ `N ` \ / , 0397 9 MCDOUGALD DOWNS •• \` ``` / a ° /' `\ , \` i � / � ^\` \ ��p, \ ♦8s, v . v ` ` \ 0.69 AC OP 4' ,hj/ \ p ' a • \ �`\`` / /�/' / /' /' 9 ENGINEER'S SEAL UPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINA Scale :1 inch = 60 ft. DATE REVISIONS 06/01/2022 Revised Per DRB Comments 06/17/2022 Revised Per HRW Comments JOB NO.: 21534 SCALE: AS SHOWN DATE: 4/8/2022 ENGINEER: JMK DRAWN BY: JM/ER DESIGN BY: PKN REVIEW BY: JMK MORRIS & RITCHIE ASSOCIATES OF NC, PC =ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS OIL k. A E - 5605 CHAPEL HILL RD, STE 112 RALEIGH, NC 27607 (984) 200-2103 LICENSE # C-4182 WWW.MRAGTA.COM © 2022 MORRIS & RITCHIE ASSOCIATES, INC. STATUS: REVISION I SHEET: PRELIMINARY NOT FOR CONSTRUCTION --- C1.2 46 0.59 AC 'S30 '`gyp• / � _� i ( ; /S11 5z s / 13 1 / 25.0' REAR SETBACK 1 0.76 AC 10.0' SIDE SETBACK / EXIST. o ry I N1 / i PROPERTY > 4 i �/ 6g /' / LINE \M�� 35.0FRONT SETBACK I I i % />>5, EXIST. LOT LINES/PARCELS \ ; 0.63 AC 7 \ , R> ECM at T-POST witness C 6,�' /r 6306%6 r 0.2' o v v / r 0.58 AC _ a v / / ---- ------ q- o a _ l S S v v v ;a- / , r 0.96 AC - ° a e23 \ / 68 / i /' PR. LOT / o� '�`\ _ - LINE (TYP.) >>>S, � .0, a 0.58 AC / / / R325.00' �,a o ` ° i / �� i PR. SETBACK / ^ 3o v v° -� vv ° \ v ° i / i i (TYP.) 3g- A `\ --- -- - - ' ° T-POST -vv' PR. EDGE OF �, \ v °`° 5 / i /69 / ° v / - 0.58 AC -----I PAVEMENT (TYP.) -v v -�,� \ \\ a v /' / ' / .� 51 v // / ' i �` ��`^ 0 582AC EXIST. PROPERTY LINE /\174) 0.58 AC L- V V / 30 "j, /V,-/ GeV Njl/11 / o� `�� `Z�G r v v v o \ \ /�� / / / / / / / / •� . R35.00' �\� PR. UTILITY i ------ ` `/;' / // // / // / /� j // / // // / // / ,\ \ v ° v �\ EASEMENT (TYP.) 71 v / / / / / v - v / v WETLANDS / / / / / / / / / L,)/,, V / / / � ¢3• � � ay � �' PR. EDGE OF \ '\_� �o �� °`v / / / �•. / y / / ei 1 1 38. _ PAVEMENT _ \ ---------- 50 (TYP.) �_39 0.62 AC- 1 �-T R25 ' ,.�23 \ ( i I \ R40bQ\ \ 0.59 AC I 1 \ ` L- I \ \\ 'v �\ I ` 44 0.58 AC i \\ I , I I I I I I 1 1 ; 45 1 ' 0.58 AC 1 1 v ' 1_------ - v v v a v vv ' �w v v v -� 1 75 0.59 AC Q)\P W 0.58 AC S� Q\�P I j 0.59 AC kZ2 0' 49 / EO v - / ,' `.�PR. SETBACK \ \ \ 1 L--- { O ( ) ------ v --------� 0.58 AC / a v , \� TYP. \ v a . v v ° ° v v - j / o�, v.v PR. LOT o v ---- �V -- o o . ^N ^o / ` ``4' \ LINE (TYP.) \ - v .�- a 8 PR. EDGE OF a ' 3 pv v `v / / `�\` i Jr �` \ sue\ PAVEMENT (TYP.) \ 5.00' j / �/ 106 r \`\\ \ \ �` 0.58 AC v 40.T39�� 0.58 AC \ v v PR. STOP v a QF.F\G/�I� 6• v v_ __---------> BAR (TYP.) , �`\ ♦ C\ 104 2So' v / PR. 20' STORM 0 r �\� Q��\\ /� PR. STREET I --- i _-- Q° v a v DRAINAGE \`` i o \�`� 0.58 AC ------ --s- -- - -- v v q -- 8 v v I v v `� `a ♦ \ _ 13�' LIGHT (TYP.) i f �o / v%a v EASEMENT (TYP.) `� i �� ♦ \ \ \ 79 85.6' v 23 25.00' v ` \ I 1 �' v . v av a �/ / \\ \ ( PR. STOP v v \�\ \ \\ ; SIGN (TYP.) 74.7 n 25.3 - : v \\ a , / / y v r ?� \ \ `` �` ----- \ \ v �. - - - - - - - o ---- ---- a av ;' \ \� \ 0.58 AC N 177 \ v� v - v �' �` ; �- \` ♦ `.` -'V v vv - av ° \ `� \ I ; / / `� ` - Q `� - ` v° _ ^� \ PR. STREET v -- \ I I \ \ I / �• / �� '� . ♦ i v 14. �d 'LIGHT (TYP.) ----'i i v -v \\ \\\ 175 \\ \`\ i i� / \ r 4�% 103 ra P9° ° 7� \ / ` 0 58 AC v SITE NOTES 1. PROPERTY DEED INFORMATION CAN BE FOUND ON DEED BOOK 03977, PAGE 0134 2. 191 UNITS PLANNED WITH HARNETT COUNTY WATER & INDIVIDUAL ON -SITE SEPTIC SYSTEMS. 3. THE SITE LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER FEMA MAP 3720052800J EFFECTIVE OCTOBER 3, 2006. 4. MINIMUM LOT WIDTH 100' AND 40' ON CURVES FOR SINGLE FAMILY HOMES 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETr COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6. ALL STREETS SHOWN HEREON ARE TO BE 50' PUBLIC DEDICATED R/W AND UTILITY EASEMENTS. 7. ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT & PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 8. DEVELOPER SHALL CONFORM TO ALL HARNETT COUNTY AND/OR NORTH CAROLINA SOIL AND EROSION REGULATIONS 9. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFERS AND ALL OPEN SPACE. 10. FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT OOUNTY REGULATIONS. 11. MAXIMUM 8,200 SO FT IMPERVIOUS ALLOWED PER LOT AND VERIFIED BY THE TOWN ENGINEER. 12. MINIMUM LOT SIZE TO BE 25,000 SF. 13. ELEVATION CERTIFICATE WILL BE REQUIRED ON ALL LOTS IMPACTED BY FLOOD HAZARD AREAS. 14. THERE SHALL BE NO UNPERMITTED DISTURBANCE WITHIN THE WETLANDS OR RIPARIAN BUFFERS. 15. ALL AREA OUTSIDE OF LOTS AND OPEN SPACE IS COMMON SPACE AND WILL BE MAINTAINED BY THE HOA. 16. THE HOA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE MAILBOX KIOSK AND ACCESS. 17. NO CHURCHES, SCHOOL OR COMMERCIAL USE AREAS PROPOSED ON THIS SITE. 18. NO LOT SHALL HAVE PERMITTED ACCESS TO MCDOUGALD ROAD. 19. ALL FACILITIES TO MEET HARNETT COUNTY ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS. 20. APPROVAL OF THIS PLAT DOES NOT GUARANTEE WATER CAPACITY. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET FUTURE DEMANDS PRIOR TO A PRELIMINARY PLAT CONSTRUCTION PLAN AND/ OR FINAL PLAT APPROVAL. 21. ALL UTILITIES AND DRAINAGE EASEMENT ARE TO BE CENTERED IN A PUBLIC DEDICATED UTILITY OR DRAINAGE EASEMENT REFER TO APPROVED CONSTRUCTION PLAN FOR FINALIZED LOCATIONS. 22. ANY ENTRANCE MONUMENTS MUST BE PLACED AT LEAST 20' FROM ANY INTERSECTION R/W. A SEPARATE PERMIT WILL BE REQUIRED BEFORE CONSTRUCTION. 23. A PORTION OF THIS PROJECT IS WITHIN 1 MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. \ `\ 47 ' 0.58 AC 0.68 AC v y ° V, q v 80 0.70 AC \ ``\ I ; ; oa • J , 0.58 AC v a v a i \ ( PR. STREET / ��3 / /' 108 i� 1 / 2'� 6 { tl a �� G J0\ \ ° v °a \------_-� i LIGHT (TYP.) 0.58 AC �� / //�:� _-J S��It�& p s.2 °-v 43.6• ----__ / 194�- v V" ; 0 Q`%g c'p ---\` --- r. Ohl �______ V, v v ` v \ J v '� �. PR. SETBACK 10.0' SIDE SETBACK / / / , \ / �\/ / ` v v v ° \ \ / - (TYP•) / I i / - ` v `` "g / ' : ^ . v o a av PR. RIGHT OF \ a ' 0.58 AC ' ° - ° I / MI I ; ' ; ' a v v a WAY (TYP.) °v �v ° ° 0.82 AC I / a \\�` i / rol i i / Y v v s- \` v v a v \ �---_- 35.0'FRONT SETBACK V, / 1. / ; 102 -°` , - 1 ° o l ` CO/ I 0 58 AC o \ v v v CV 0.58 AC w 11 1"�' 1 EXIST. WETLANDS CV 041 R325.00,' �`., i SHEET C 1. 3 ' /I = 101 0.58 AC r v v ` 4 v v ,, ;` /SHEET C1.2 ------- vv vv v,. v _ 32. 11r 2. 0.58 AC 250.0' _�_ i L-- i------------------ 30' 120' Scale :1 inch = 60 ft. 240' R5.00 1 PR. LOT 1 1 I 1 LINE (TYP.) 100 i 1 0.58 AC -- 2413- --- ---------------1 I i I I v I I v a .v a v I MEN ° L-- PR. UTILITY EASEMENT (TYP.) I M M 6.9' 119.5' I n I �I I ' I I i I I I 1 DATE REVISIONS 06/01/2022 Revised Per DRB Comments 06/17/2022 Revised Per HRW Comments I I i 82 0.61 AC Ii I 1 ' I ------------------------ 243.1'---------------------- - - JOB No.: 21534 SCALE: AS SHOWN DATE: 4/8/2022 ENGINEER: JMK DRAWN BY: JM/ER DESIGN BY: PKN REVIEW BY: JMK WETLANDS C1.5 C1.4 s C1 3 C1.2 KEY PLAN NOT TO SCALE LEGEND - - - PR. RIGHT OF WAY - - - - - - PR. LOT LINE/PARCEL LINE - - - - - - PR. EASEMENT PR. BUILDING PR. CURB & GUTTER PR. RETAINING WALL - PR. ROAD CENTER LINE PR. HEAVY DUTY PAVEMENT PR. LIGHT DUTY PAVEMENT 20' PERIMETER BUFFER PR. SCM ACCESS EASEMENT PR. OPEN SPACE PR. IMPROVED OPEN SPACE PR. ACTIVE OPEN APCE x x PR. FENCE � PR. HANDICAP PARKING 1 ItL PR. HANDICAP RAMP XXX PR. LOT NUMBER ® PR. PARKING SPACE COUNT OS PR. OPEN SPACE LOD PR. LIMIT OF DISTURBANCE LOD-TP PR. TREE PROTECTION FENCE PR. TREELINE 202 PR. 1' CONTOUR 200 PR. 5' CONTOUR EX. 1' CONTOUR EX. 5' CONTOUR - - EX. PROPERTY LINE - - - EX. RIGHT-OF-WAY - - EX. ADJACENT PROPERTY LINE - - - - - - - - - - - - - EX. EASEMENT EX. 1% ANNUAL CHANCE FLOODPLAIN NW EX. NON -TIDAL WETLAND SB EX. STREAM BUFFER EX. BUILDING EX. CURB - - - - - - - EX. PAVEMENT/EDGE OF GUTTER ----------------- EX. WALK - EX. STREAM/POND O EX. TREELINE EX. TREE SD EX. STORM DRAIN SAN EX. SANITARY LINE W W EX. WATERLINE G G EX. GAS LINE UGE EX. UNDERGROUND ELECTRIC OHE EX. OVERHEAD ELECTRIC EXISTING PROPOSED 9 FIRE HYDRANT ® WATER VALVE d REDUCER 13 ❑ WATER METER 0 POWER POLE LIGHT POLE PRELIMINARY PLAN NOT FOR CONSTRUCTION SITE PLAN - SHEET 3 OF 6 '� ESS j0<�'1' = FOR -` #AL : 0397,39 MCDOUGALD DOWNS 6116122 ENGINEER'S SEAL UPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINA MORRIS & RITCHIE ASSOCIATES OF NC, PC =ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS OIL k. A E - 5605 CHAPEL HILL RD, STE 112 I RALEIGH, NC 27607 (984) 200-2103 LICENSE # C-4182 WWW.MRAGTA.COM © 2022 MORRIS & RITCHIE ASSOCIATES, INC. STATUS: REVISION I SHEET: PRELIMINARY NOT FOR CONSTRUCTION --- C1.3 EXIST. LOT LINES/PARCELS EXIST. PROPERTY LINE / / / / / / / / / �C / i CO / i ------------------ / / / / / / / / / / / / / / / / / / / / / / 35 0.61 AC I I I EXIST. EDGE OF PAVEMENT T-POST Ns4o0 PR. PROJECT / 2 BOUNDARY , i i / `.� EIS ' sg Ns3o r rr, N27' 44' 34"E 703.37'� , I I SITE NOTES / \� / / / .a� ' `♦ I ' I 7 EIS / 1. PROPERTY DEED INFORMATION CAN BE FOUND ON DEED � 4' �� "1• /• \ � / / ss, / , � I I � � 25.0' REAR SETBACK s" PR. LOT 1 65 1 •�� / BOOK 03977, PAGE 0134 I ; ; �' , s 2. 191 UNITS PLANNED WITH HARNETT COUNTY WATER & 4.5 LINE (TYP.) 0.76 AC I / 10.0' SIDE SETBACK INDIVIDUAL ON -SITE SEPTIC SYSTEMS. 3. THE SITE LIES WITHIN FLOOD ZONE X (AREAS / // / / ,,,,<V \ �\ i I , 66 i ; DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL 1.04 AC / // / // / // / / // \ \ \ `° ; ; ; 0.63 AC ; / �'`, CHANCE FLOODPLAIN) PER FEMA MAP 3720052800J � / / / / \ I 35.0' RONT SETBAC �>> PR. EDGE OF I / S' EFFECTIVE OCTOBER 3, 2006. � 1 / / / / / \ L I �/ , / / / / / / / / / / / / \ o- \ \ PAVEMENT (TYP.) / / / / / / / / / ti� \ ` O \ \ 64 ; ; `b ' ; 4. MINIMUM LOT WIDTH 100' AND 40' ON CURVES FOR 1.19 AC I i / N , s I , I � Ns3o rs SINGLE FAMILY HOMES // / A1�\�i\ �a \, �\ a I v o l i / /' 67 /� i �� / S 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 237. .7 / / / _ / \, -� �\ \ ` _ v-------' v J HARNETT COUNTY AND NCDOT STANDARDS AND / / // / �� / / / S� \ -A ° ° / / / \ a v SPECIFICATIONS. 100 Is PR. STREET ��' a 70 •3 e y� \`\\ PR. STREET / N /� ; /' 6. ALL STREETS SHOWN HEREON ARE TO BE 50 PUBLIC LIGHT (TYP.) 125 v v ?3 v a DEDICATED R/W AND UTILITY EASEMENTS. p - �' a v �- LIGHT (TYP.) EXIST. ' 1 \ \ �/' �_ - v ° vv B23 M I I 1 \ \ R \ \ - - \ 7. ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT & M WETLANDS 1 I \\ \ �\ o� a / / 0.58 AC o' , / / / �' , / , PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE / / I I I 58 \ \ 0.0° \ \-'� -� EASEMENTS SHALL BE THE RESPONSIBILITY OF „/ / / / I 1 \ \ \ i' S R325.00' .a v / /%. / ti0 /m / / 57 , 1 0.58 AC \ OP �, aa. / v v _�_- ° `v v / , i , INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH PR. STOP \ . v v / (TYP.) \ \ d� ' ��_ ----- ----- - ` ° \ >>S v �`\ �i /ry/� EASEMENTS. LIGHT (TYP.) • BAR\ i \\ s.Z G�� /� / oav I v \ v � 8. DEVELOPER SHALL CONFORM TO ALL HARNETT COUNTY / / / v p v I \ ' PR. STOP' \ PNN v v . --- PR. UTILITY) ° o-\ \ , , O AND/OR NORTH CAROLINA SOIL AND EROSION EIS / / / 1 - ` ' °' ° , SIGN (TYP.) Z. \'PQ� R ,/ v - I EASEMENT a v a , 0.58 AC / v /oi I - s� v REGULATIONS v yv _\ -� . v v i-� / � � c�0 PV � �-� i (TYP.) r� � .� � � , a v , / // /" v . a 41� a °� v 9. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE v ` _ -- a/v �' i I �_ ' a >>S, �, / FOR MAINTAINING THE STREETSCAPE BUFFERS AND ALL v �' v ° ° �� / OPEN SPACE. v ? R325.00' °�° / ��,� �o � '"�` �`�\ I I ``'� /� v �� \�� 10. FIRE HYDRANTS AND STREET LIGHTS SHALL BE ° ¢v v ° v°I v v R35.00' - v �' ° ° \ �� ; I INSTALLED PER HARNETT COUNTY REGULATIONS. v a v d a i' I 51 , / / / / / �. 11. MAXIMUM 6,200 SQ FT IMPERVIOUS ALLOWED PER LOT R50.00' ' `� \� i / // •/ / // / �'� ° AND VERIFIED BY THE TOWN ENGINEER. VA / / / `♦ v _-_-__- °10/ - \ ` \ `� I /' 1 • / / / / v v ° v / 12. MINIMUM LOT SIZE TO BE 25,000 SF. VIA V _______ \\ // �" .� 13. ELEVATION CERTIFICATE WILL BE REQUIRED ON ALL LOTS __ - _ \ \ I , , C �/� �J / / / / / / x / & RT IMPACTED BY FLOOD HAZARD AREAS. \♦a.v.v O �` \ �\ \ I ,J�/ / / / // /� / // / / // \ ,< Un</� MI D DISTURBANCE WITHIN / / / �i / / / // / / • •`-'� ''// ' d` \\ �` �` \ `` � 1 • // V / / // / // / // / // � 14. THERE SHALL BE NO UNPER TTE R ------____ THE WETLANDS OR RIPARIAN BUFFERS. 15. ALL AREA OUTSIDE OF LOTS AND OPEN SPACE IS COMMON SPACE AND WILL BE MAINTAINED BY THE HOA. 16. THE HOA SHALL BE RESPONSIBLE FOR THE `�-------------------- \ `\ / // / / // / / // / / // / / // / / // / / / // / / // / / /� MAINTENANCE OF THE MAILBOX KIOSK AND ACCESS. EXIST. � _ ---- WETLANDS 17. NO CHURCHES SCHOOL OR COMMERCIAL USE AREAS PROPOSED ON THIS SITE. / / - / / / / / / / / / / / / / ----, / / / / / / / / / / / / / / � I �.� 18. NO LOT SHALL HAVE PERMITTED ACCESS TO MCDOUGALD / / / / w / iW / / / / w / /w / / / / / / / / I I / ROAD. `\ \ ^♦ / / /� 2' / / / / / / / / / / i - - _____--- 19. ALL FACILITIES TO MEET HARNETT COUNTY ENGINEERING Ss DEPARTMENT STANDARDS AND SPECIFICATIONS. �\ `\411, / . / / / / / / / / / 6:5' 79' 4. / / / / / �� ` `\ / / �' ; I �� 20. APPROVAL OF THIS PLAT DOES NOT GUARANTEE WATER \ \ / ' ♦♦ / / / / / / / / / - - g / f / �^ ` ` / I ' CAPACITY. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL �\ \\\ i / /� ♦�\` / / // / / / / / // / / � r \\ \\ \ ,-� � I � % r` � IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO // / /`` \ i MEET FUTURE DEMANDS PRIOR TO A PRELIMINARY PLAT --------------I r-----------------1 I I I I I I-_ -'' i i \\` \`\ `�''� \ \ �� 47 'I � II 48 f � `�CONSTRUCTION PLAN AND/ OR FINAL PLAT APPROVAL. `. I . I I I 1------- i I I I \ \ \ O I I 0.58 AC I \ \ v `\ `\ 0.68 AC 21. ALL UTILITIES AND DRAINAGE EASEMENT ARE TO BE \ \-- v v v / / CENTERED IN A PUBLIC DEDICATED UTILITY OR DRAINAGE a v / �♦ _ I I I I I I \ ° ♦ \ - ' � � i I I i I i I II \ ` `\\ 4fi � \ ' \ I' EASEMENT REFER TO APPROVED CONSTRUCTION PLAN ° // `\ I I i i i I I i I I I I I \\` \\ 0.59 AC \� \ I FOR FINALIZED LOCATIONS. ° • ° v < L_I__I I I PR. LOT 1 I I 1 I I I \ \ I ' I 22. ANY ENTRANCE MONUMENTS MUST BE PLACED AT LEAST v a v v v v v°a v v \ (� (� I LINE (TYP.) I I I I ; I I I \\ \\ \ \ ; ; ; 20' FROM ANY INTERSECTION R/W. A SEPARATE PERMIT J /v v ° e ° , Q Q PR. SETBACK ; 1 i I I i I I i I \` `\\ �� `�` 49 WILL BE REQUIRED BEFORE CONSTRUCTION. I a R35.00' a, v a (TYP.) ; I I I I I I 1 1 i I \ \\ \ _�--- ° I I v o o I I I \ \\ --- 0.58 / ---� R50.00' v a vPa I = _ , , I ' \ ` \ v a ---' 23. A PORTION OF THIS PROJECT IS WITHIN 1 MILE OF A ' I 40 h i 41 42 I I� i 44 �i \ \\ `\ `� v v v v VOLUNTARY AGRICULTURAL DISTRICT. i I I I' 1 I N I I I 43 I 1iti' I I `` \ \` V-'' v a p v a 0.58 AC N I 0.58 AC I I 0.58 AC I Iw I 1 I 0.58 AC I \ A v v _ __-_ ---- �- --_-_- _ v v _ v Ivv °av� v` 1 �% ,� I I IN I i i i I i 0.58 AC I la i I I \ \ \ a v v a a v v v a / I I I I I 1 i I i i \`� `\ -6¢a -�-- v v 00.8 v'q \\� PR. RIGHT OF 4 1 1 1 1 I I I I , I I I i \ \ 3 v° v WAY TYP. I I I I i i I I i I I I i 1 \ \ ��/ vv v oavv � \ QJ (TYP.) s v �- - p 860 o v` v• v\\v• a 6 - �R�5.( i \ 1. V v v 39 1 j 1 I I I I I I I I I I \ v v p,�J• \ \\ v \ via ° I I I I I 1 I 45 % S). 40: v i I 1 I I ' I I ' I I 1 1 I 1 /. N a i , ♦ \ tom` °'° i I l i I I I I I I I , I I v R325.00 \ o' 0.58 AC I �' �' � v ° 0.58 AC ,. 9.5 ------- -- _ PR UTILITY I I I ' ' I ' I I I I `' a v _- C1.5 C1.4 s C1 3 I I I I I I 62 I I EXIST. LOT LINES/PARCELS I I v > a p fro ° 1 \--------- - R35.00' D v°� < ^ R50.00 DIO pD �D p p p� p ' p of PR. STREET LIGHT (TYP.) v vav a1° ° \ 6" \ N / // //// 7 9x MAMIE FERGUSON DRIVE I I EXIST. EDGE OF PAVEMENT I I I I I I I I I I I I I I - Ns3 °�r 77, 3,.> I I NS o6,6 7'c 39, Sao' 's"w PR. SETBACK � i s> (TYP.) I I N63a3 . is, 9' C1.2 15="Awl 'All KEY PLAN NOT TO SCALE .LEGEND - PR. RIGHT OF WAY - - - - - - - PR. LOT LINE/PARCEL LINE - - - - - - PR. EASEMENT PR. BUILDING PR. CURB & GUTTER PR. RETAINING WALL - PR. ROAD CENTER LINE PR. HEAVY DUTY PAVEMENT PR. LIGHT DUTY PAVEMENT 20' PERIMETER BUFFER PR. SCM ACCESS EASEMENT PR. OPEN SPACE PR. IMPROVED OPEN SPACE PR. ACTIVE OPEN APCE x x PR. FENCE M6-6- PR. HANDICAP PARKING PR. HANDICAP RAMP XXX PR. LOT NUMBER ® PR. PARKING SPACE COUNT OS PR. OPEN SPACE LOD PR. LIMIT OF DISTURBANCE LOD-TP PR. TREE PROTECTION FENCE PR. TREELINE 202 PR. 1' CONTOUR 200 PR. 5' CONTOUR --- EX. 1' CONTOUR - EX. 5' CONTOUR - - EX. PROPERTY LINE - - - EX. RIGHT-OF-WAY - - EX. ADJACENT PROPERTY LINE - - - - - - - - - - - - - EX. EASEMENT EX. 1% ANNUAL CHANCE FLOODPLAIN NW EX. NON -TIDAL WETLAND SB EX. STREAM BUFFER EX. BUILDING EX. CURB - - - - - - - EX. PAVEMENT/EDGE OF GUTTER ----------------- EX. WALK -- - -- EX. STREAM/POND ,.•� {\ JT EX. TREELINE EX. TREE SD EX. STORM DRAIN SAN E)( SANITARY LINE - W W EX. WATERLINE - G G EX. GAS LINE UGE- EX. UNDERGROUND ELECTRIC - OHF EX. OVERHEAD ELECTRIC EXISTING PROPOSED FIRE HYDRANT ® WATER VALVE d REDUCER ❑ WATER METER POWER POLE LIGHT POLE \ ----- -----j I `--- I u� _ - 9g 4� O ' J I I v -�- ,r C��t SHEET 4 OF 6 i • \ EASEMENT (TYP.) I v I v - -- --J L___ I I I I \v �' ° ° v p ��` ''�, SITE PLAN - i I v a v v --J I `-- J AV v 1 Di Q Q �\� �' v v e °�� N ARO" ''i ° o o ° \\---_ ---------------- ¢ ---- - I p¢Q ------------- , v ---- I--------- v ¢° -- I --- ° v - v \��e�� G �I PR. STREET ° --- ° \ Aso f . • /p'•. FOR v a 1-------- -¢ a v v 99.3� �53.7 124. a °v ,02. a p L 100. a a v a -- �- _ --- -; a -- --\. vv ° 5� �� \ LIGHT (TYP.) i \ �� -`AL •: 102 65.6' v - 23 25.D0' / / w 039739 MCDOUGALD DOWNS PR. STOP - -�- v C1. T v v v v v° ° �\ \ �' \' C�,. 6/16/ZZ�.;� 34 BAR (TYP.) �� - HOPEFIELD DRIVE �- -� _ _ ,� `\\\\ , , ,�.p • I N,. ------50=PUBLIC R/W & UTILITY a _______ C1 5 ` \\ % F .M 0.61 AC PR. STOP v v - ° - ° - --- SIGN (TYP.) i ,�' 193.5' v a 0• , v I / - ------------------------_---- _-_- --- tio7 _ UPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINA -- \ 176 i ;.�' i / ENGINEER'S SEAL PRELIMINARY PLAN NOT FOR CONSTRUCTION Scale :1 inch = 60 ft. -PR. EDGE OF DATE REVISIONS PAVEMENT (TYP.) 06/01/2022 Revised Per DRB Comments 06/17/2022 Revised Per HRW Comments JOB No.: 21534 SCALE: AS SHOWN DATE: 4/8/2022 ENGINEER: JMK DRAWN BY: JM/ER DESIGN BY: PKN REVIEW BY: JMK MORRIS & RITCHIE ASSOCIATES OF NC, PC =ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS OIL k. A E - 5605 CHAPEL HILL RD, STE 112 I RALEIGH, NC 27607 (984) 200-2103 LICENSE # C-4182 WWW.MRAGTA.COM © 2022 MORRIS & RITCHIE ASSOCIATES, INC. STATUS: REVISION I SHEET: PRELIMINARY NOT FOR CONSTRUCTION --- C1.4 IOST EXIST. (TYP.) 8.4' 16.0 , ° ` ° -< Q R35.00' I _ a, v --------- -� \ L---------------- -- R50.00' � a vPa -------° °' I 1 I II II 4440 42 0.58 AC C0.58 AC O3 --------------------- v I 0.58 AC NC4 0.58 AC vvvpvav�va N 0.58 AC N vpII I � I I I I I I I I I I I I I % v` vFj I O I I I I I I I I 1 I I IL I P 00 EXIST. PARCEL \ /' \\ \ ?oy \ ° i `O PROPERTY LINE ^� /i \ �`2�o a,° a° i I I I i i I I i i I I i `�- C1.4 / \\\ ab 'v 39 0.58 AC _____� �__ 1 PR. UTILITY I L----- I0.61 ACEASEMENT (TYP.) PR. STREET p a I v °_---__---o w\"� G \ ---_j LIGHT (TYP.) . v v I v v p v I ° V. T-POST `--- _------------- -------------- p----- a vvI v vi / v pC1.5 53.7 124. a 102. a /'`---- p aI v / PR. STOP p p C1 100. v° ap 85.6' , , - 23 p _ BAR (TYP.)) �- HOPEFIELD DRIVE p PR. PROJECT / _ - BOUNDARYa ;' <'\ 34 PR. STOP / /�------50=PUBLIC R/W & UTILITY - v o ------ Cj1 . 5 ( ) __-- _ l ;o• .61 AC _ _ ^ ' SIGN TYP. � � � • v O / \ ``♦ i /� "- --- - - - - - - - ------------------51 ° ------------1§6� - -- 5----- 74.7 a T25*3vv-------- --------- -vi-- ----- v ° r------------- v v ° v v p 4-9- _______- °° io ov v i Y I j a I I v I a I 0.68AC `♦ / / / °�a :'� I , pI I ap vp j �/ / v a i I I I 1 I v v I I v v C1 .6 M / \` / / I I I I ° I I I I I ��' b� / v- v PR. STREET a ''� / LIGHT (TYP.) / \`` ♦` `.� / a =v 0.87 AC ��1 ��l 1 I m I 172 ' O 1 U U 1 I N I Ig j I ry• / Off, a c / \\\ ` °- `\\\ ?so ` PR. SETBACK SITE NOTES / 0.79 AC `.(TYP.) I - 10.0' SIDE SETBACK J/ / / i I i i -PR. LOTJi _,-- , ° - LINE (TYP.) 1. PROPERTY DEED INFORMATION CAN BE FOUND ON DEED I I I ' BOOK 03977, PAGE 0134 r-_ L--------------------------------------� I I I �0 0, -_--- v v ' 2. NTY WATER & -----\-- i ' % � �\ \v I �--------------------------- i 191 UNITS PLANNED WITH HARNETT COU -----___ _ PHASE 3 1 PHASE 3------------------J I ' i INDIVIDUAL ON -SITE SEPTIC SYSTEMS. ---� , �_ 35.0'FRONT SETBACK PR. 20' STORM DRAINAGE - ;\ �' I I - �� _ _ y, 3 / -�- -�- _ I I �__� 3. THE SITE LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO h ; EASEMENT DRAINAGE I -- - -- --_; / / / / / / / / / / / / '��/ - ; BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER __- _ -- -_------___ PHASE 1 / / ' / ' / / 'PHASE 1 PR. EDGE OF { I - _ / / / / FEMA MAP 3720052800J EFFECTIVE OCTOBER 3 2006. / PAVEMENT (TYP.) / / / / /' - 4. MINIMUM LOT WIDTH 100' AND 40' ON CURVES FOR SINGLE / vp v ° p ¢ ° v-- FAMILY HOMES 1.22 AC / / / 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 38.5' / i, / / / / / / / I 1, I ; -''� / / /' // / /' // / /' // / /' // IMPROVED // / /' // / /' // / /' �- 173 SPE�CIFFIICrATI�ONSTM �wD NCDOT STANDARDS AND SPACE AREA /' /' / /' /' / /' /' / - 6. ALL STREETS SHOWN HEREON ARE TO BE 50' PUBLIC PR. STREET I , a p `a`� //�4/ ✓ // // // // // // / ---__ - DEDICATED R/W AND UTILITY EASEMENTS. / /47.3' LIGHT (TYP.) .--� a pia p a / / / / / 3.55 AC / // // / // // / // // / �� L17 N 7. ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT & / PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF INDIVIDUAL 28.4' / _�- __-- \ \ �� ` / / / / / / / / / / / / / / / / / / / / / / / / U U LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. PR. UTILITY i v EASEMENT (TYP.) / , / / / / / / / / / / / / / / / / I I 8. DEVELOPER SHALL CONFORM TO ALL HARNETT COUNTY v \ i /' 6.3' / / / 1__-- ° - ° \ \ ` / / / / / / / / 1 AND/OR NORTH CAROLINA SOIL AND EROSION REGULATIONS TS \ �� ,6s ' / , / / / / / / / / / / / / / / / / / / / / / , 9. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR _ = MAINTAINING THE STREETSCAPE BUFFERS AND ALL OPEN // SPACE. / %' ' / / /' / / /' / / /' / / /' / / /' / / /' / / I i 10. FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED ell / / / / / / / / / / / / / / / / / / / 1 � 1 PER HARNETT COUNTY REGULATIONS. i 22.3' ' I 1 ' ` ♦ ` 30 i °' ° 165 / , ♦/ / / / / / / / / / / / / / / 0.93 AC . s ,� `� : / / / / / / / / / / / / / / / / / / I I I 11. MAXIMUM 6,200 SQ FT IMPERVIOUS ALLOWED PER LOT AND � � � ��. / / / , � / / / / / / / / / / / / / � •I I VERIFIED BY THE TOWN ENGINEER IV V ° \, `' ,' ; ; % / / ; / / 150 HAMMERHEAD / / / / R. MAIL ° �, a >rs \ / ; . 9 0 / " / /' TURNAROUND / / / // / / ( ) i , �� , / / ♦ KIOSKS TYP. 12. MINIMUM LOT SIZE TO BE 25 000 SF. I 1 ♦ \ \ / 1 \ \ PR. LOT e : . ° - ° 13. ELEVATION CERTIFICATE WILL BE REQUIRED ON ALL LOTS s / / / / / / IMPACTED BY FLOOD HAZARD AREAS. LINE (TYP.) ,� � �. \ , �� / / / / / R. HANDICAP \"°s. 0�.0 `\ /' �' / /' �> ' ♦// / // / / / // PARKING (TYP.) I' ; , / /' �� `` �G�, /F` \\ / / ; ts4 / ; / / / / / / /� ; I 14. THERE SHALL BE NO UNPERMITTED DISTURBANCE WITHIN THE ' �I 0.68 AC / �/� �� \� �,\�O \ ° - ° ,, /• v // / / / o / / / I WETLANDS OR RIPARIAN BUFFERS. 1 / \ i i \ i / v v O I / 29 > \ ` ° ° \"' j ' ' / ' / / / ' 15. ALL AREA OUTSIDE OF LOTS AND OPEN SPACE IS COMMON 24 I I ' / / / \ ♦/ / / 1, /� ° v � „ , / / - v v �.�• � , / `♦ 1 / / / \ / / / i / / / 10.64 AC 0.58 AC \ \ v - a p ti / / / / / / I SPACE AND WILL BE MAINTAINED BY THE HOA. ° ° •,v. \ / 16. THE HOA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF PR. SETBACK a p \� \ ° p ' / > I (TYP.) �' ° - ° �s '� a ° O / THE MAILBOX KIOSK AND ACCESS. a p 17. NO CHURCHES SCHOOL OR COMMERCIAL USE AREAS V'V, , , PROPOSED ON THIS SITE. ° ° 18. NO LOT SHALL HAVE PERMITTED ACCESS TO MCDOUGALD / `♦ ` I 1 I / ' / I i `\s. `� i % R25.00' ♦♦ PR. STOP ° / /' - a v i `♦\ / i \ / , v v``�I ROAD. `\ ♦ `\' I I`-- ' - ° / ' i i `\\ \ `� R�0.00/ SIGN (TYP.) v - v / % PR. UTILITY i ' \` /; )^o ,/ �.� a o 1s2 /' �' i j / / / / / LO , N 19. ALL FACILITIES TO MEET HARNETT COUNTY ENGINEERING / 1 ♦ , 28 / v v / / / / v , ° - ; EASEMENT TYP. 1 ' � ` ' < ' ° ' `� a o / ^. / / / • � DEPARTMENT STANDARDS AND SPECIFICATIONS. ' / 1 , p 9, a °, / / ( ) .`` \\ 0.59 AC PR. STOP ' \p ♦ .\ VI ° `.° - a p - a - -- ► ; ` BAR (TYP.) 40.0 ' 3�a \ a °p ° ' d ' ; ; / / / / / / U U 20. APPROVAL OF THIS PLAT DOES NOT GUARANTEE WATER \\` v P a ,`�` ` \ ♦'\ ° - v atio/ `/ / //\` CAPACITY. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL ` v 4x2' �� 26 I ; `� \ PR. RIGHT OF / / R?�'0(�' \\♦ \`\ `� a -° , : ,' / IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET 23 ; a sa 0 0 `\ �� `\ / / \ Z90 \ o a , a ' % \. < // / / / ~ ~ `� FUTURE DEMANDS PRIOR TO A PRELIMINARY PLAT O v - v v v \ 0.61 AC „ I \\ . WAY (TYP.) / / ° v / / / / / LLI LJJ `\ 0.58 AC v v ° ° \� \ ` a {� ' / ,' `` 2♦Pe ° \ o� a ° / < v v - v / ;' ;' / / // / LJ__I \v CONSTRUCTION PLAN AND/ OR FINAL PLAT APPROVAL. o a / p � , I PR. EDGE OF \ ts1 / / W 1 ♦ , / , / v p p / / / v/^v � 1 1 , I PAVEMENT (TYP.) . / o ` ' v v a p / / / �' / / ' _ _ 21. ALL UTILITIES AND DRAINAGE EASEMENT ARE TO BE \p v - v a p ; / ; / / ' n / p CENTERED IN A PUBLIC DEDICATED UTILITY OR DRAINAGE J . / v �/\ \ a , , o / EASEMENT REFER TO APPROVED CONSTRUCTION PLAN FOR / sy�• \\\ -_----_---- _ � � ` � \�\° . � 1 i �> � �v v `♦ `\ �\� o FINALIZED LOCATIONS. 168.5 �__, v ♦ ` p I i 0.60 C i ' J� ,' / i / v`70 /O� \ °° °`° , , A %� 0 , , v s \ \o• a p / / / / , / / / 22. ANY ENTRANCE MONUMENTS MUST BE PLACED AT LEAST 20 _ - - \ ♦O \ v v 1 I ( /' ' ' v / p a / , / `� / / / / / FROM ANY INTERSECTION R/W. A SEPARATE PERMIT WILL BE 160 REQUIRED BEFORE CONSTRUCTION. C a v 20 \ \ ` -------------- v v v v ' \a , , , \` _ a / do , / / a ♦o / °p v \ ° - v v V p V \ -,v v / , ; \� / / / / / 23. A PORTION OF THIS PROJECT IS WITHIN 1 MILE OF A v° \ R230.00' / '\ o a` ' / / \ \ s V V V p / '\ / 0.59 AC / / \ / / / \ / ` `-- a v ♦° a d / �\ VOLUNTARY AGRICULTURAL DISTRICT. V. `/ ` PR. 20' STORM /�/ / > /v `7oo"\ `./ / / v v° EXIST. PROPERTY LINE C1.3 C1.2 KEY PLAN NOT TO SCALE LEGEND - - - PR. RIGHT OF WAY - - - - - - - PR. LOT LINE/PARCEL LINE - - - - - - PR. EASEMENT PR. BUILDING PR. CURB & GUTTER PR. RETAINING WALL - PR. ROAD CENTER LINE PR. HEAVY DUTY PAVEMENT PR. LIGHT DUTY PAVEMENT 20' PERIMETER BUFFER PR. SCM ACCESS EASEMENT PR. OPEN SPACE PR. IMPROVED OPEN SPACE PR. ACTIVE OPEN APCE x x PR. FENCE PR. HANDICAP PARKING PR. HANDICAP RAMP XXX PR. LOT NUMBER ® PR. PARKING SPACE COUNT OS PR. OPEN SPACE LOD PR. LIMIT OF DISTURBANCE LOD - TP PR. TREE PROTECTION FENCE PR. TREELINE 202 PR. 1' CONTOUR - PR. 5' CONTOUR EX. 1' CONTOUR EX. 5' CONTOUR - - EX. PROPERTY LINE - - - EX. RIGHT-OF-WAY - - EX. ADJACENT PROPERTY LINE - - - - - - - - - - - - - EX. EASEMENT EX. 1% ANNUAL CHANCE FLOODPLAIN NW EX. NON -TIDAL WETLAND SB EX. STREAM BUFFER EX. BUILDING EX. CURB - - - - - EX. PAVEMENT/EDGE OF GUTTER -------------- EX. WALK -- - -- EX. STREAM/POND 0 EX. TREELINE EX. TREE SD EX. STORM DRAIN SAN EX. SANITARY LINE - W W- EX. WATERLINE G G- EX. GAS LINE UGE EX. UNDERGROUND ELECTRIC OHE EX. OVERHEAD ELECTRIC EXISTING PROPOSED -6 ° FIRE HYDRANT 0 ® WATER VALVE v REDUCER Il ❑ WATER METER o _o- POWER POLE a o LIGHT POLE \ ` a \ DRAINAGE / / : ° o \ ; o - o / / / / 0.58 AC , v / ° ' ' ' �' ' \\ ' ' PRELIMINARY PLAN n ` EASEMENT (TYP.) / / ' / ° - ° \ \ \ / <. a p ' \ / / V'V NOT FOR CONSTRUCTION PR. STREET \ ' , (JD / ♦ .s• `\ `.P LIGHT (TYP.) U \ �� `\` ` / /' 0.66 AC T /' i / \�\ ;pQ \ \ `\ v°a 1-1 V p, < F- LL LLJ \ 2 , / / \ \ / ' 0.581AC r '\\ \ 17 �� ; /' ; " �'' \�� a \\ v / ; ,.��\A CAROM, SI TE PLAN -SHEET 5 OF 6 OQ9p ' la \ %\\ �\ 0.62 AC /i i' % //'/ �,' ` ?db. \\`A\ \�\\ v°°� v /' i' �' �' / ,��'QkE�/O•';y, SHEET C1.5 �\ I / � v-v v / ,56 / FOR SHEET C1.6'' ; , a ° R35.00' \ \ \\ / , ; / , ; v-v \ \ a p-� ; , 6/16 2 MCDOUGALD DOWNS \\` a�ryo'°h /' ° \\\ `? �`° v / ; ' / I j :,�'tt` ' :FiVG I N:: '` •' ` 0.63 AC ` �. `\ i `\ / / i / / / / / / R350.00' ` a p �' '' / / ' MY • ` \ \ \ / / \ / , / / ' / 0.58 AC �` ' ' ' / ' ' • ' \ ` UPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY NORTH CAROLINA v v v - v `. ` \� / / u�%\w " / ; % ' % :. : ENGINEERS SEAL > \ DATE REVISIONS MORRIS & RITCHIE ASSOCIATES OF NC, PC 06/01/2022 Revised Per DRB Comments ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS 06/17/2022 Revised Per HRW Comments JOB NO.: 21534 0►.l ■ -1 1111111110 5605 CHAPEL HILL RD, STE 112 60' 120' Scale :1 inch = 60 ft. 240' SCALE: AS SHOWN ! T RALEIGH, NC 27607 (984) 200-2103 DATE: 4/8/2022 ' LICENSE # C-4182 ENGINEER: JMK WWW.MRAGTA.COM DRAWN BY: JM /ER © 2022 MORRIS & RITCHIE ASSOCIATES, INC. DESIGN BY: PKN STATUS: REVISION I SHEET: REVIEW BY: JMK PRELIMINARY NOT FOR CONSTRUCTION --- C1.5 /v v a v �- v_v 0.58 AC \ \ v i , i ' G ♦ / ' , ` ° 70 \ v v `\a ♦ v . v i ♦ / ' ♦ / ♦ R35.00' rn+ \ v v I 0.60AC 0J ♦ / ♦ vvOs oo' ° ° ' ° v i i / ♦ `` \ \ v v i I / /QJ / / : i / ♦ /�`� v vo' \`� \ v v / v°v ° i / i % i `\ / / / / R50.00' I \ . 160 ' v a j Ip9' \ , /' 16 �' v \ \\ `v ♦ vv v / / \ ° v ° \ R230.00' a ° v // / . 0.59 AC v /vv v a \ \` `` i/may. i \ `°- \70 \ �`i /♦ i \� F v 316.i v v T - `�/� v v ♦Oo \Qv v O. .\ i a v a i o i v -v 0.58 AC ,P° EXIST. PROPERTY LINE v \` U • /-' \� / 0.66 AC v v \ \ \ . ` \ \v _ v \ PR. STREET o If _U Z j Im \\ \� \ 17 > ;' ; / ;' ,� ;' v v ° \ LIGHT (TYP.) v _ v v .a \ 'LO ; SH EET C1.5 ,' /'� ` \R�9`\ ` x \\ \ / , , / PR. UTILITY / •� v _ v v 15a / I� v v' v�v v �` \` �f �"* /� � /' 0.69 AC ;' / �' EASEMENT(TYP.) '; / � v oa \` \ \ a °. vvv °v v v SHEET C1.6 ' ; ,�/ /;`. a v v_\,K 13 : / ° X v i 0.63 AC \\ \ / \ , / / i / ;350.00' ` a v / AGOG \ `\ \\ v � v ----------- i / / i v a � 0.58 AC `� `\ \. ' / ♦ / \ q v �` %% // % ° -° �G�/L� v v va PR. EDGE OF ° v \ \ Y\` , v- v .� PAVEMENT (TYP.) °'v C`• 2:0% / / \ PR. SETBACK / \ v _ v \ \ n \ `\ (TYP.) /\` `�O•\.\ /' v I 0.58 AC 0.58 AC41. ; PR. LOT / -:--------, / / / / / / / 9' / / / / / / / / LINE (TYP.)Nx 3.5' / / / / / i \ / / / / / fig• ' `` / ; ; �/ , / a ° (� 64 AC EXIST. 30' SURFACE WATER BUFFER 26.5' / / / / / \ v� ' ' ° 0.58 AC ` / -0.58 AC i 7 \ \_ \ �> p. 0.58 AC \ /B SITE NOTES BBB 1. PROPERTY DEED INFORMATION CAN BE FOUND ON DEED BOOK 03977, PAGE 0134 2. 191 UNITS PLANNED WITH HARNETT COUNTY WATER & INDIVIDUAL ON -SITE SEPTIC SYSTEMS. 3. THE SITE LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER FEMA MAP 3720052800J EFFECTIVE OCTOBER 3, 2006. 4. MINIMUM LOT WIDTH 100' AND 40' ON CURVES FOR SINGLE FAMILY HOMES 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6. ALL STREETS SHOWN HEREON ARE TO BE 50' PUBLIC DEDICATED R/W AND UTILITY EASEMENTS. 7. ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT & PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 8. DEVELOPER SHALL CONFORM TO ALL HARNETT OOUNTY AND/OR NORTH CAROLINA SOIL AND EROSION REGULATIONS 9. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFERS AND ALL OPEN SPACE. 10. FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNEW COUNTY REGULATIONS. 11. MAXIMUM 6,200 SQ FT IMPERVIOUS ALLOWED PER LOT AND VERIFIED BY THE TOWN ENGINEER. 12. MINIMUM LOT SIZE TO BE 25,000 SF. 13. ELEVATION CERTIFICATE WILL BE REQUIRED ON ALL LOTS IMPACTED BY FLOOD HAZARD AREAS. 14. THERE SHALL BE NO UNPERMITTED DISTURBANCE WITHIN THE WETLANDS OR RIPARIAN BUFFERS. 15. ALL AREA OUTSIDE OF LOTS AND OPEN SPACE IS COMMON SPACE AND WILL BE MAINTAINED BY THE HOA. 16. THE HOA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE MAILBOX KIOSK AND ACCESS. 17. NO CHURCHES, SCHOOL OR COMMERCIAL USE AREAS PROPOSED ON THIS SITE. 18. NO LOT SHALL HAVE PERMITTED ACCESS TO MCDOUGALD ROAD. 19. ALL FACILITIES TO MEET HARNETT COUNTY ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS. 20. APPROVAL OF THIS PLAT DOES NOT GUARANTEE WATER CAPACITY. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET FUTURE DEMANDS PRIOR TO A PRELIMINARY PLAT CONSTRUCTION PLAN AND/ OR FINAL PLAT APPROVAL. 21. ALL UTILITIES AND DRAINAGE EASEMENT ARE TO BE CENTERED IN A PUBLIC DEDICATED UTILITY OR DRAINAGE EASEMENT REFER TO APPROVED CONSTRUCTION PLAN FOR FINALIZED LOCATIONS. 22. ANY ENTRANCE MONUMENTS MUST BE PLACED AT LEAST 20' FROM ANY INTERSECTION R/W. A SEPARATE PERMIT WILL BE REQUIRED BEFORE CONSTRUCTION. 23. A PORTION OF THIS PROJECT IS WITHIN 1 MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 20 0.58 AC ` G 4 4 4 % 4 O a 4 \ / a 0.57 AC v � v a a Asa --------- ---------- 204.9' ----------------------------- s C 25.0' REAR SETBACK \� 4 OP 4`.� W / / ,/� 151 � (`� • �/ c� 0.63 AC / / / / / / / �`� `\\` 0.58 AC �`\ �,: R35.00' t �'\` \\. ° " a / / �`� \sue �\\ \` \\v`\ </ R50.00' �\ / `\\ `\� ° a v / R. STREET �`.\\ PR. LOT v - /'/ LIGHT (TYP.) 150 `.\ \. \\ LINE (TYP.) \ 74'. 0.57 AC 0.62 AC °Z PR. RIGHT OF / GevcRFFj 7\\\ WAY (TYP.)'\i� o `\�----PR. SETBACK f PR. STREET ; ' \` .\ (TYP.) 1 1 \ \\\\ 3ACK \ v 89' gnu LIGHT (TYP.) ; ' / /' \ ;\\ \\ `✓ \ < \ \ / a / a ° o a \ � 149 40 PR. STOP v v ° / ; `` �` /' i/ \\\`\` \ BAR (TYP.) PR. STOP O % i / i ' SIGN (TYP.) . I i� 2/S`.00' i' `� `so�` i // i/ l/ \�\` �`\ i / \ `\ 0.59 AC l / �` \ �` l \ PR. UTILITY 148 `\\ \��\ / ^oh'/ 0.58 AC 10.0' SIDE SETBACK i `�%/ i Y / / EASEMENT (TYP.) 0.72 AC EXIST. PROPERTY LINE `\ l 191CD IF 0.75 AC I / / ' AWBACHER ' DRIVE / I IR40 0 50� v _ / �--------- ' PUBLIC - / ----------------------- I I �y0 �-� 42.8 v v R/W & UT1LI- _ rev , •`\ ,moo 42- v 2A v v 4L° - i 190 - 204.9' I 4�-0.58 ACI R25.00a° av _v.20- v R975.0 - / r------------------------v v -�- �� ° a ° v / - v v %� 82� v v v I I f ------- v v �c v v v a y 6 I I R975.00' 0.58 AC PR. EDGE OF I00 ri ri j i TYP. IN 147 PAVEMENT a a ' ; i / / / / '`. ° (TYP.) I I I i 0.61 AC 146 i ' / / / / 41 7 z -� 1 R25.00' 0.66 AC 1 / '� \ \ < EXIST. / WETLANDS / ry7 / / ,� 145 �i. S83° 42' 31 "W I i N76° 32' 33"W i / / / / i 0.60 AC i , , / �' ;�5' AG qC 31.64' I I I I i 34.70' i/ / / / / / / / / / /l % N� / i p - v ' \ e�C iP F'Q I v O, Imo- I ' /�� v 144 a� v 0 60 AC ' / / v v C1.5 C1.4 C1 3 C1.2 KEY PLAN NOT TO SCALE LEGEND - - - PR. RIGHT OF WAY - - - - - - - PR. LOT LINE/PARCEL LINE - - PR. EASEMENT PR. BUILDING PR. CURB & GUTTER PR. RETAINING WALL - PR. ROAD CENTER LINE PR. HEAVY DUTY PAVEMENT PR. LIGHT DUTY PAVEMENT 20' PERIMETER BUFFER PR. SCM ACCESS EASEMENT PR. OPEN SPACE PR. IMPROVED OPEN SPACE PR. ACTIVE OPEN APCE x x PR. FENCE F&-76- PR. HANDICAP PARKING lu PR. HANDICAP RAMP XXX PR. LOT NUMBER ® PR. PARKING SPACE COUNT OS PR. OPEN SPACE LOD PR. LIMIT OF DISTURBANCE LOD-TP PR. TREE PROTECTION FENCE PR. TREELINE 202 PR. 1' CONTOUR �00 PR. 5' CONTOUR EX. 1' CONTOUR EX. 5' CONTOUR - - EX. PROPERTY LINE --- EX. RIGHT-OF-WAY - - EX. ADJACENT PROPERTY LINE - - - - - - - - - - - - - EX. EASEMENT EX. 1% ANNUAL CHANCE FLOODPLAIN NW EX. NON -TIDAL WETLAND SB EX. STREAM BUFFER EX. BUILDING EX. CURB - - - - - - - EX. PAVEMENT/EDGE OF GUTTER ----------------- EX. WALK --- - -- EX. STREAM/POND o EX. TREELINE EX. TREE SD EX. STORM DRAIN SAN EX. SANITARY LINE W W EX. WATERLINE G G EX. GAS LINE UGE EX. UNDERGROUND ELECTRIC OHE EX. OVERHEAD ELECTRIC EXISTING PROPOSED e 9 FIRE HYDRANT ® WATER VALVE 4 REDUCER 0 ❑ WATER METER 0 A- POWER POLE # # LIGHT POLE PRELIMINARY PLAN NOT FOR CONSTRUCTION PROP. / / / , o .„ Iss 30' / °-° 7 SITE PLAN -SHEET 6 OF 6 STREETSC PE BUFFER EASEMENT / / / // i ,' % : / v v °.``•(N CAROB UGT UGT UGT-i' 1T \/ / ES.S/ •• /'1',' E I P 36.3' 1.1 UGT UGT 20.6' 4s.8' w �/�� C '\,' ' �'' /� 0••• FOR •."Y.e� �� UGT UGT 42.9' !' �! � N66' 54' 10"W _ - - _ 110.An, - - _ Gr - �63.70' w - \/ \/ \/ v `\ 98.34' ' - N189° 58' 39"W _ v/ u �i\i i �' /' 143 �'/ ``.� 's. 611612 � MCDOUGALD DOWNS � � _ - - - N83° 20 �,W o u u u � � ' , ; 0.58 AC / , � 6 16 22` ;� S12° 03' 49 NG I NE: X, •' 51.31' EXIST. EDGE OF Sy �3• / u u u u� ;' %N57° 35' 58"W ' �e4' ; % '••,Y 'M ��`•`, a N% 2g, \/v\/\/\/ / i / 73.23' /i / ''foist �► PAVEMENT°29, cT � DATE REVISIONS 06/01/2022 Revised Per DRB Comments 06/17/2022 Revised Per HRW Comments E Scale :1 inch = 60 ft. ENGINEER'S SEAL UPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINA MORRIS & RITCHIE ASSOCIATES OF NC, PC - di - i _ ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS JOB NO.: 21534 0►.l ■ -AV 5605 CHAPEL HILL RD, STE 112 SCALE: AS SHOWN ! T RALEIGH, NC 27607 (984) 200-2103 DATE: 4/8/2022 ' LICENSE # C-4182 WWW.MRAGTA.COM © 2022 MORRIS & RITCHIE ASSOCIATES, INC. ENGINEER: JMK DRAWN BY: JM /ER DESIGN BY: PKN STATUS: PRELIMINARY NOT FOR CONSTRUCTION REVISION --- I SHEET: C1.6 REVIEW BY: JMK--]