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NCC240707_Site Plan or Location Map_20240313
DUNCAN ' S CONSTRUCTION DRAWINGS PLG` 2 2020 o WAKE COUNTY, NORTH CAROLINA .411 1ST SUBMITTAL TO WAKE COUNTY-APRIL 25, 2023 WE 2ND SUBMITTAL TO WAKE COUNTY-AUGUST 18, 2023 / Nifq 3RD SUBMITTAL TO WAKE COUNTY-SEPTEMBER 19, 2023 MOIR `�� o 7ororls 1st SUBMITTAL TO AQUA-OCTOBER 30,2023 -Z\`D\ND\ROAD DRAWING INDEX PROJECT LOCATION r°T°��-�, A �C-O-O COVER SHEET r � C-0.1 CIVIL NOTES 1 11111111 �� C-1.0 EXISTING CONDITIONS AND DEMOLITION PLAN IlIuI C-2.0 OVERALL SITE LAYOUT C-21 PARTIAL SITE LAYOUTIr1uui/1;1l_F&� HI C-2.2 PARTIAL SITE LAYOUT II ■m�i� " C-2.3 PARTIAL SITE LAYOUT III II=O m C-3.0 OVERALL UTILITY PLAN VICINITY MAP C-3.1 PARTIAL UTILITY PLAN I 1„=1000' MUNICIPALITY& PERMITTING C-3-2 PARTIAL UTILITY PLAN II CONTACT INFORMATION C-3.3 PARTIAL UTILITY PLAN III PLANNING C-4.0 OVERALL GRADING AND DRAINAGE PLAN WAKE COUNTY PLANNING DEPARTMENT 336 FAYETTEVILLE ST. C-4.1 PARTIAL GRADING AND DRAINAGE PLAN I RALEIGH,NC 27601 919-856-6310 C-4.2 PARTIAL GRADING AND DRAINAGE PLAN II SEWER/SEPTIC WAKE COUNTY ENVIRONMENTAL SERVICES C-4-3 PARTIAL GRADING AND DRAINAGE PLAN III 336 FAYETTEVILLE ST. RALEIGH,NC 27601 C-4.4 STORMWATER CONTROL MEASURE PLAN& SECTIONS I 919-856-7400 STORMWATER C-4.5 STORMWATER CONTROL MEASURE PLAN& SECTIONS II WAKE COUNTY ENVIRONMENTAL SERVICES 336 FAYETTEVILLE ST. C-4.6 STORMWATER CONTROL MEASURE PLAN& SECTIONS III RALEIGH,NC 27601 919-856-7400 0 C-4-7 SCM PLANTING PLAN C-5.1.1 GRANARY FARM LANE PLAN AND PROFILE I C-5.1.2 GRANARY FARM LANE PLAN AND PROFILE II PROJECT TEAM CONTACT INFORMATION C-5.1.3 GRANARY FARM LANE PLAN AND PROFILE III Boundary Surveyor: Topography Surveyor: C-5-2 TUBARY ST& LAMMAS CT PLAN AND PROFILE Bass,Nixon,&Kennedy,Inc. Meta Geomatics PLLC C-5.3.1 CAPRINE STREET PLAN AND PROFILE I 6310 Chapel Hill Road,Ste.250 267 Gartell Way C-5-3-2 CAPRINE STREET PLAN AND PROFILE II o Raleigh,NC 27607 Cary,NC 27519 919.851.4422 919.612.1187 EC-1-0 EROSION CONTROL PLAN -INITIAL PHASE N Contact:Dan Gregory,PLS Contact:Chan Choi,PLS EC-2.0 EROSION CONTROL PLAN - CONSTRUCTION PHASE LLI _ dan.gregory@bnkinc.com chant@meta-geomatics.com EC-3-1 EROSION CONTROL DETAILS I 1 Civil Engineering: Owner: EC-3.2 EROSION CONTROL DETAILS II The Curry Engineering Group,PLLC Duncan Cook Holdings,LLC EC-3-3 EROSION CONTROL DETAILS III NC License#P-0799 2310 S.Miami Blvd.,Ste.238 EC-3-4 EROSION CONTROL DETAILS IV PO Box 2018 Durham,NC 27703 205 S.Fuquay Ave PIN:0646-29-8389 EC-3.5 EROSION CONTROL DETAILS V g Fu ua -Varina,NC 27526 REID:0062443 q v D-1-0 SITE DETAILS FF, 919.552.0849(o) DB:19083 PG:2299 0 N 910.624.5215(m) BM:1984 PG:552 D-2.0 AQUA DETAILS I EROSION CONTROL,STORMWATER Contact:Andy Petty,PE D-2-1 AQUA DETAILS II AND FLOODPLAIN MANAGEMENT bls andy@curryeng.com Environmental: APPROVED D-2.2 AQUA DETAILS III EROSION CONTROL❑S- Developer: S&EC, PA D-2.3 AQUA DETAILS IV STORMWATER MGMT.❑s- 8412 Falls of Neuse Road,Ste.104 -D-24 AQUA DETAILS V FLOOD STUDY❑S- Gander Development Raleigh,NC 27615DATE 2310 S.Miami Blvd.,Ste.238 919.846.5900(o) D-2.5 AQUA DETAILS VI o Durham,NC 27703 Contact:Ricky Pontello,NCLSS Imo' AONMENTATCONswTANTSIGNATME 919.308.2123(m) rpontello@sandec.com SW-1-0 PRE-DEVELOPMENT DA MAP Contact:Robert Shunk,Jr. SW-2-0 POST-DEVELOPMENT DA MAP 0 robert@ganderdev.com SW-3.0 STORM DRAINAGE DA MAP CONSTRUCTION PLAN PLG-004466-2023 SUB[ DIVISI0PLOOOO2O22 A 8/1812023 WAKECOUNTVNS NCDOTCOMMENTS PROFESSIONAL'S SEAL CONSULTANT CLIENT CONSTRUCTION DRAWINGS 3 E 9/19/2023 WAKECOUNTY/NCDOTCOMMENTS Gander Development i C 11/20/2023 WAKE COUNTY/NCDOTCOMMENTS / NON-WATER SUPPLY WATERSHED-CLUSTER SUBDIVISION Ai ,i I P" E"c'NF 2310 S.Miami Blvd.,Ste.238 u r r , F T(919)552L843 2055 4/adnaAre 27 F 19191 5 5 2-2 0 4 3 Fu9uay-0atlna.NC 9526 Durham,NC 27703 DUNCAN'S LANDING SUBDIVISION m a ., l'. EST.Q 100 M STATUS I-• 68 ' > V : 919.308.2123(m) o= _ F. Q:i - '3p FARO` Contact:Robert Shunk,Jr. r3 FOR REGULATORY APPROVAL ONLY '9G'•N�INE �,.� ENGINEERING ✓ robert@ganderdev.com�' 0 NC LIC.N0.P-0799 @9 �FWSQ� I 'o k DATE:APRIL 25,2023 HORZ.SCALE:AS SHOWN �111 i,an11� go FILE NO.2022-052 ORIG.SHEET SIZE:24x36 12�(P�ZD23 C-0.0 / BM.2005 PG.3Z - --- \ - - \ /LOT 75 , DELL,MATTHEW PP- WI \ DOELL,JACQUELIN / \\ / PIN:0646190991l \ \•/ DB.19104 PG.1522 LOT 76��5 PG.32 \ 2\ GALINSKI,THEODORE J DUNCAN COOK HOLDINGS LLC GALINSKI,ANDREA J \ PIN:0646298389 \ �)• "\ I L/EM fNT PIN:0646190729 DB.19083 PG.2299 -'4, - - \ Ejj'7jp \ .13314 PG.2400B2(q� r i .2005 PG. ` BM.1984 PG.552 \ DUNCAN COOK HOLDINGS LLC e ZONING: PIN:0646298389 E4 LAND USE:(VACANT) SUBDIVISION SIGN EASEMENT DB.19083 PG.2299 - ¢." WELL LOT \ BM.1984 PG.552 HOA MAINTAINED ,ya / COLLAPSED BUILDING I AQUA NORTH 619056 NA INC ( ) I o _ _ _, o� PIN:0646190569 \\ 50'TREE& DUNCAN COOK RD. ZONING:RR U SUBDIVISION SIGN ^o. •• ` A VEGETATION S.R.1123-60'RAN LAND USE:VACAN q EASEMENT DB.13547 PG.76 PROTECTION 20'PUBLIC UTILITY BM.1984 PG.552 30'PERIMETER • 1 \ BM.2005 PG.32 ZONE 10'ROW DEDICATION SETBACK 10'X 70'SDT 10'X 70'SOT I (HOA MAINTAINED) 1 4. :;,� ZONING: EASEMENT DB.4965 PG.881 _ s-� 10'X 70'SDT 10'X 70'SDT LU PLIFILIQ r _ _ a l � 4,..A -!•n•:.:'E:•: � � -.•: 30'PERIMETER� ��-� .. ..... ... :...; ::2::::c:::.:::.::: - t..:::..:::e::.............. DRAINAGE EASEMENT. i: - --:.•�::::a;:.;:.:::.;:..;:.;::.;:.;:: :.,.:n•;...,: . �.vl 0636594768 \ SETBACK • •'_'_" ��--- r\\ ;::: i 6021 6017 -- 3 ' �`DB.1d9Y5 G.2113 ::. - _- - -11_ '-x� b\ b/ \\ I - ••i 81GN' (� SIGN --- ---o.EAc l� ---�I-----�� ---•593 i,.:. _:i ESEfB[ED \ \ -:•SUWIA E t_;:i :`/._ - / \. 0 l �� y y o' 6T SIGN S.-- \ ` ZONIt1G -30 )\\ C\ /� \ * 44 r - .°i �I y 61 jl II I Id 511s LAND US�1tESIDE L(VACANT) n 39 1 : 1 SIGN .15 Ac `-1 \ • Q\N =s O 34 // i\ \\ // 40 \\ ®O ® 05 II *© 7 I 8 ILI ly 11 \ `/ _ 20'PUBLIC DRAINAGE& \"'\ i \ 38 � i/ O ,\ \ I \1� 10'X70'SDT III �I O •W O II 1• _-IL-- 6200 _- -___ __ L1 •30PERIMETER :# PRIVATE SCMACCESSB \C\\ 33 I ��/ \l \`\ /j ,,� 1\ \\ �\ * \\ 46 0 0 0 III II PU- C I: -I-- ® r-- _� / �� SETBACK :: _:.js ::. \\\\ I / /` \�7100 / - - \\ 45 11 O 6232 6228 I62241 - \ _/ s :.; •MAINTENANCE EASEMENT ®\� I /� /^ ,( \; , I 1\\ O 1 -I I- 6220 J L_6216 _ - -R�':- ® l , E I 12_ - 101.':'.::tM,.jtTV''.' \:\ L/ \ i1 \ 1\ \ I\ NEW PUBLIC I /' :: %� ® \\\� //•/ 35 ��/ �,® �� \ \�\ �1 1 4- \'1 ROAD / -- \r--� - \ �FIi�ARY&Pfl ET ►� / < / NEW'�BLI \\ 42 \ 43 I 1 A / 16229 CBU Wl311.14,;(72r-, - -- 11 NEW _--__ -W/ C /� /2 ROAD / \ P\ /111 / II PARKING �rl 6217I -lr 11 1 /�1\--- ''l r/1 - == / 36 / \ 1' L I I ' O - STUB PUBLIC ooK DuewARDw SCALE:I IN=150 FT \\\)pv""`1V\\\\\\\\\\ \•\, / II - '�MMAc/COURT ' 41 \� \\ / I ®i 'I ICI 1 17 SPACES �' ` it15 1i1 --- �� STREET ROAD COOK,PEGGv IliI ® EA f L AL- 1 g I I 18 19 } ,g I L.- 10'x 70'SDT PIN 0646485396 1 I 7`� 150' 300' (\\�%\ ' \\\� ®® /7 \ ® J\- V tff>• < O 1 O I. PER/ :✓' ; '1 ='1'''' 16 ill 1--JI_ COOK,DURWARD W oB.265o PG.\ \ \ / \ _ SCM ACCESS& -_= 3.,•,•,„ '`,r..J/ I J COOK,PEGGY ZONING:Rao �� t 1 \ PROPERTY \ 30'PERIMETER / tei // > eJ:L1�►a\:�'�.Ya\:7oe�r_:CI JL-- .w.,.+,.: +r l FLOOD HAZARD L--- `\SCALE IN FEET \ \ \\ BOUNDARY y SETBACK �� 37 _ ___. \`--- _ -- MAINTENANCE .`..:,eW:..:'y/ SOILS,TYP `LROPERTY BOUNDARY PIN:0646379993 LAND USE:RESIDENTIAL HORIZONTAL �\ �/ -- \::::::::ptt:;:E:" - EASEMENT C %,;: ' %::• \\"_ -- 30'PERIMETER DB.2359 PG.437 \ %\ I \ , 30 ® \10'x 70'SDT ` ................................. .::�::1,10 um (6317 I-1 v......•latit.:E::;iS E::;:: LEGEND: ! \\ O / �,' \\ .// \ SETBACK Ce5E a°: eES::ieC ESE ii:6;::;'s::::::::::.::: is;1, '��"LL. VINCI,THOMAS BRANTLEY \\,� // / III \I \`\ ;: ;;::;;. 1 �L STREET LIGHT /� L I I \• VINCI PAULTILDON I \ I PARCEL ADDRESS 29 \, :20'PUBLIC C SS �\ °�X 1 \0 I PIN:os4so87oz8 r � II I 21 \ C�°: a SIGN -4:',. // 6AO's \ I O \ °,DRAINAGE \ - DB.18-E PG.3486 20 PUBLIC /� // � _ ` -►- O I I 22 III \4\ \ ' 4 NN EASEMENT t� \. 811, WHEELCHAIR RAMP \ BM.1987 PG.792 DRAINAGE \ \ 0 28 4/ /�I 16405I 20'PRIVATE ACCESS, \ u 23 III b1 \\ __-1� .7� \� Q' = CLUSTER MAILBOX UNIT \ ZONING:R-30 EASEMENT \- ' �/ /T/ WATER,AND SCM ACCESS * III III ��,-� • "•••�• -- -- ROADWAY CENTER LINE • LAND USE RESIDENTIAL ® • \ �// // :.MAINTENANCE EASEMENT ,r III J L- •• / / ,�/� 30 PERIMETER _-�-� L/ 27 /� 26 �'' +'=. .•. WELL IL-� SETBACK RIGHT OF WAY LINE \ \ ` � � �� // * -\\* \`� //�'Sy 6325,:::•�:::••• HOUSE-�J CONSERVATION / ^•-\ I _,-� / hhhh, \ SETBACK LINE \ .31 VEGETATED 25'TREE 8 7/ - OF NATURAL HAZARD AREAS \ • SETBACK VEGETATION \ // Ii WELL '�A:S;:n;t - u 25'TREEB •' / \ / 1 ���� M SEY,DAN1:8-IEL F LOT 19 EASEMENT \ PROTECTION �.\ v/� Ir - LJE.'��1�.:� '"��_-•-_ "", VEGETATION / / CURTIS,B RBARA 1 : OT 17 MASSEY,TERESA M x FENCE \ ✓ ZONE \\ 7 \ - i ""� 30'PERIMETER ♦ PROTECTION / / CURTIS,DOMINIC HRISTOPHER SETBACK FAW,THOMAS TODD PIN:0646380075 -•-•-•-•- SCM OUTLINE \ /P -s'� •" ZONE PIN:064632918 -30'VEGETATED • \f 1L -� "" + \ E / / / FAW,SHERRY L DB.17074 PG 90 TREEBVEGETATIOF SETBACK /•� \ _ i,� 't rmI / LOT22 PIN:0646289014 BM.1990 PG.121 DB.18539 PG.1992 ,- - PRESERVATION BUFFER J , �` A 30'PERIMETER - \"� "" /* A PA COUP,IN1\ MAULDIN,ANTHONY DB.6920 PG.516 ZONING:R-30 BM.1988 PG. 96 / \ \ / � e� PERMANENTLY PRESERVED 7 1� ` SETBACK 1�' """" kB O S / MAULDI LENETT A ` BM.1988 PG.396 USE:RESID NTIAL ZONING:R- \ / 0sJ OPEN SPACE ` ` \ " % HSP"yN_646161898'" ` - / \� 1 jg 111AAAll LAND USE ID TI L aPE 1' PIN: 46284180 ONING:R-30 q` r DA, �18 PG.1866�a DB.12104 PG./16 L ND USE: ENTIALCONCRETE SIDEWALK \ ` �^ \ l BM.2003 PG 32I>'I. , ,' _� `\ \ Y/�,6usEONIN .N ALDVACANT I � i Lj- � i ) Z�`1 ING:R-30ASPHALT PAVEMENT \ \ •. ` i LAND U6E:RES+DENTIAL 1 i J \ \ l m irt E-__ _ _' \I PVMT. GRAVEL SURFACING • \ \�'` - t ® FUTURE: 'E VISION-.........m ,„ /% • \\ / / I / `� eµs:,-�+IRO.4 PLTCIFY_ ® L L .r\ ' • \ \-----,-- Z / l `'0 *1S• v. N4 I I sP L n ' , GENERAL NOTES: 1 \\ `'""..1, 1,.4 �5 �" _�" >, w,' ,,R 1� \• - - - - - - / / \ I CL A RAN t ass' .Facto L _ , , 48' 6'�..t 6'_ 3'r THE FOLLOWING NOTES ARE APPLICABLE TO SITE SHEETS C-2.0 THRU C-2.3 / \ / •(/ 11 ®I\ R.i �A4 • \ • ' sF' 0. i \ y• - \ 2"S9.58 1. ALL CONSTRUCTION SHALL BE PER NCDOT STANDARDS AND SPECIFICATIONS. ' 'F` t i' 34 sF 1 \ \ U 1•°sRFr. I \ 2. ALL DIMENSIONS ARE IN FEET AND TO EDGE OF PAVEMENT OTHERWISE NOTED. \ I i \ __t SA n \- ,\As,` S ` _ \ Q, ` / I M�' ' "'' 1 • -! 8"CABC 3. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED. 3o 4. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,RIGHT-OF-WAYS AND UTILITIES,PUBLIC OR PRIVATE, SECTION A-A BEFORE WORKING IN THESE AREAS. PROPOSED ROW=50' 0 5. PROTECT ALL PROPERTY MONUMENTS AND PINS.MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CUL-DE-SAC 5 CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR AT THE COST OF THE 22'ROADWAY NOTE: IRS RW NO CURB&GUTTER SECTION CONTRACTOR. ADDITIONAL INN MAY BE I C-2.0 SCALE:NTS 6. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED 4' 6' 4' 11' 11' 4' 6' 4' REQUIRED TO ACCOMODATE w I FROM INJURY AND ADJOINING PROPERTY PROTECTED FROM DAMAGE SHLDR SHLDR TAPERS,TURN LANES,AND I I 0 7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT D. 2"S9.5B SITE INFORMATION IMPERVIOUS AREAS: MEDIAN ISLANDS. I LEAST ONCE A WEEK DURING CONSTRUCTION. IROADWAYS: 2.44 AC I y 8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION 3'7 1"IFT 2/ 2k 1"/+ 'A1 LOCATION: 0 DUNCAN COOK RD. MAIL KIOSK: 0.06 AC `Li_ OPERATIONS.ALL STREET SURFACES,UTILITY POLES,CULVERTS,DITCHES,CURB AND GUTTER OR OTHER . 31 // ® I .� ,..:,�„x.._�•z-- • %+u' w.,, .,,,� .+-;,'1 �� COUNTY: WAKE LOTS(ROOF 7.58 AC REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDSTRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY ANCE WITH THE APPROPRIATE SPECIFICATIONS.ER AS A RESULT OF CONSTRUCTION SHALL BE /./"\\jn\\z.\z\// //i\//\i/\\/X/X/.//�\i\,/\ \\ ,,\ PARENT PIN: 0646-29-8389 WELL LOT: 0.10 AC • ///\//�\�/�\ 19083/2299 TOTAL ON-SITE IMPERVIOUS AREA: 10.18 AC(18.5%) 50'TAPER m 9. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR,DETAILS 8"CABC DRAINAGE SWALE COMPACTED TIE TO EXISTING ZONING: R-30 •.•P •• (REQUIRED FOR W LESS THAN 261 OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR SUBGRADE OVERALL ACREAGE: 58.43 AC LENGTH OF ROADWAYS: 4,356 LF REVIEW.NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY TIE TO EXISTING 7a oNET ACREAGE: 55.06 AC(LESS RAN IN DUNCAN EST.DISTURBED AREA: 13.14 AC DESIGNER. RESIDENTIAL LOCAL STREET CORN ROAD) • 10. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY. 1 TYPICAL STREET SECTION LAND CLASS: VACANT LOT ACREAGE:TOTAL NUMBER PROPOSED LOTS: 47 'a • R-34' ,o'GUN. ■-�'_ 11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS SIGNT TRIANGLE h WARRANT OFF-SITE GRADING,PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. C-2.0 SCALE:MS MINIMUM BUILDING SETBACKS: MAXIMUM ALLOWED DENSITY: 1.45 DU/AC Mr.) $ 12. ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT.SIGN MUST REMAIN OUT OF SIGHT TRIANGLES AS FRONT YARD: 15' PROPOSED OVERALL DENSITY: 0.8,DU/AC --__- ---- iII--- ___-_- PAY SHOWN ON PLANS. SIDE YARD: 5' _ - REAR YARD: 15' MINIMUM ALLOWED LOT SIZE: 12,000 SF R-se• Rsy % 13. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT.MILL 1.5 FEET @1.5 INCHES DEEP STORMWATER CONTROL AND MANAGEMENTMINIMUM PROPOSED LOT SIZE: 25,428 SF I MINIMUM TO PROVIDE A LONGITUDINAL LAP JOIN FOR FINAL SURFACE LAYER.NO MILLING SHALL BE LEFT FOR A CORNER YARD: 15' AVERAGE PROPOSED LOT SIZE: 36,168 SF STOP I PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED. IMPERVIOUS LIMITATIONS ,T1,r.,, , E R -. I NOTE NO DWELLING SHALL BE LOCATED WITHIN 30'OF THE . ,i EDGE OF PAVEMEM EDGE OF PAVEMENT • 14. COMMON OPEN SPACE SHALL BE OWNED&MAINTAINED BY HOMEOWNERS ASSOCIATION. IMPERVIOUS AREA PER LOT TO BE LIMITED TO AMOUNTS SHOWN ON SHEETS PERIMETER OF THIS SUBDIVISION REGARDLESS OF THE MINIMUM PROVIDED LOT WIDTH: 60' I 15. ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO WAKE COUNTY FOR REVIEW AND C-2.1-C-2.3.THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY. SETBACKS LISTED ABOVE. - - - - - - - - - - - L - - - --- - - - - - -- WAKE COUNTY TOOL V2.1 WAS USED FOR ALL STORMWATER CALCULATIONS. OPEN SPACE AREA(CLUSTER) APPROVAL PRIOR TO INSTALLATION. RIGHT OF WAY&OTHER AREAS: OPEN SPACE#1,3,4,5-CONSERVATION OF,AND FISTING ROAD 6 16. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF THE SUBDIVISION. RIGHT OF WAY AREA: 8.02 AC AVOIDANCE OF DEVELOPMENT IN,ANY READILY EDGE Of PAVEMENT EDGE Of PAVEMENT z EASEMENTS BASED OF CENTER OF UTILITY OR PIPE SHALL BE PER AS-BUILT LOCATIONS. FLOOD HAZARD SOILS LIMITATIONS NATURAL WETLANDS: 0.21 AC IDENTIFIABLE NATURAL HAZARD AREAS,I.E.,AREAS THAT 17. DISTURBANCES INSIDE THE 50'TREE&VEGETATION PROTECTION BUFFER SHALL BE LIMITED TO CONSTRUCTION PRIOR TO APPLYING FOR A BUILDING PERMIT FOR LOTS OR OPEN SPACE CONTAINING WAKE COUNTY STREAM BUFFER: 0.00 AC POTENTIALLY POSE A SIGNIFICANT HAZARD TO PEOPLE OR FLOOD PLAIN: 0.00 AC NECESSARY TO INSTALL SEPTIC DRAINFILEDS AND/OR OTHER WORK RELATED TO SEPTIC SYSTEMS. FLOOD HAZARD SOILS,THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM PROPERTY o FLOOD WAY: 0.00 AC OPEN SPACE#2-PROVISION OF ACTIVE AND/OR PASSIVE 18. ALL LOTS MUST BE SERVICED BY THE INTERNAL ROAD SYSTEM,THERE SHOULD BE NO DIRECT ACCESS TO DUNCAN WAKE COUNTY ENVIRONMENTAL SERVICES.THE BUILDER'S CONSULTANT MUST CERTIFY THAT ALL OUTDOOR RECREATION OPPORTUNITIES NOTE:Drainage easements may be required to accomodate drainage beyond the right-of-woy- a COOK ROAD. FLOOD HAZARD REQUIREMENTS OUTLINED IN ARTICLE 14 OF THE WAKE COUNTY ORDINANCE ARE UTILITY CALCULATIONS: A19. APPROVAL ANDATREESURVEYISREQUIREDPRIORTOANYACTIVITYAND/OR CONSTRUCTION IN THE TREE AND MET.THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE AREAS OF ALL LOTS SHALL BE COMMUNITY WELL&SEPTIC ,, OPEN SPACE REQUIRED: 5.51AC(10%) RECOMMENDED ROAD CONNECTION 0 WAKE COUNTY FLOOD HAZARD SOILS OR SPECIAL FLOOD HAZARD ZONES UNLESS THE CRITERIA OF LOTS ADHERING TO ALL STATE OF NORTH OPEN SPACE PROVIDED: 9.97 AC(18%) 3 STOP CONDITION w• 20. SEPERATE BUILDING PERMITS REQUIRED FOR ANY RETAINING WALLS,MAILBOX KIOSKS,AND WELL HOUSE BUILDINGS. ARTICLE 14 SECTION 1415 MET IN IT'S ENTIRETY AND APPROVED BY WAKE COUNTY ENVIRONMENTAL CAROLINA REGULATIONS SCALE NTS CONSTRUCTION PLAN PLG-004466-2023 • v SERVICES C-2.0 SUBDIVISION PLAT PLG-004100-2022 el REVISIOS A 8/18/2023 WAKE COUNTY/NCDOTCOMMENTS PROFESSIONAL'S SEAL CONSULTANT CLIENT CONSTRUCTION DRAWINGS B 9/19/2023 WAKE COUNTY/NCDOTCOMMENTS s,,i Il , Gander Development z C 11/20/2023 WAKE COUNTY/NCDOTCOMMENTS C''+ NON-WATER SUPPLY WATERSHED-CLUSTER SUBDIVISION s,� I` ' ,p. ENG+NFFN T(919)552-0849 206S.EmmyAvenue 2310 S.Miami Blvd.,Ste.238 I' 68 !: /i Curr EST.I= d F(019155-2N quay-0atlna.NC 526 Durham,NC ;7)03 DUNCAN'S LANDING SUBDIVISION 919.308.2123(m) 0 U STATUS F �i` .„ c,,,, Contact:Robert Shunk,Jr. FOR REGULATORY APPROVAL ONLY '9y"•N�INE �,.� ENGINEERING robert anderdev.com %,,�gFW'S••��, NC NO.P-0799 �g OVERALL SITE LAYOUT 'O DATE:APRIL 25,2023 HORZ.SCALE:1"=150' ullllll ii,,t0p I °_ //P/ � FILE N0.2022-052 ORIG.SHEET SIZE:24x36 12ZD23 C-2.0