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HomeMy WebLinkAbout20060447 Ver 3_02_Figures Combined_20200205a° k �A it x Strickland Rd 6 6s v �qp Durant - Po Nature Park o a 2 N m North .e r3 Ridge pCountryClub v gh-Durfiam , ' Lynn Rd i n f l .Airport i �1/brook Rd Nlilliam B. c C qs Umstead Fa � /Rd State Park William B. 7 T n Lc Alrllbrook Umstead m e @ .`• Dd0 State Park z ? S d01 410 fd/ r q oO`eF With -p dl a b r� �` Dr o Z ` Hedingham ? r1 Go If C lub yi Q' t eredith e 5{`55 Rd 1 a Cary GhaP Warhgr ollege / .� Glascock5t ddOf°trghs Hew �a &ar^P tiGh CIapelHill Rd Raleigh n Of W Q Wei'/ rn n o A Jew a q North °S ny w°__ __ z °n8 Carolina ►3- State University ,-� a m GO c 4` La ke pKwy S �� w h4 Johnson * v c ? rt n9 • 'o Wa Rd u SrY o0 Rd ti y E' v `mow °Fwy Rd 0 °� Sty °'i raa�e Rosh St o va`�t 9L. J a 9y Rr•: er 6 a o Yates Mill a BatyeB�� olf ILIh Fbnd a 9°Rda /, D "nny Park 6 m Rd - - o. a Rd 4 Rd a Gy mEfLL �a �A etc iC41 0 Eia 0 c yand x a n z jjwbar Pr (/ S)�'gR� QCA' a h PROJECT AREACr Q Op an„ StFarm Rd m Sources: Esri, HERE, Del-orme, USGS, Intermap, INCREMENT P, NRCan, Esri df s Unhm,StFarn Rd Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), a � Mapmylndial NGCC, ©OpenStreetMap contributors„land the GIS User Community 1 2 "0 J FIGURE 1. VICINITY MAP Miles OLDE TOWNE MASTER PLAN COMMUNITY 1 inch =2 miles RALEIGH, WAKE COUNTY, NC VERSION: 1 DATE: 12/27/2019 MCADAMS JOB NO: HLE-18020 DRAWN BY: roth X:\Projects\HLE\HLE-18020\Storm\Wetlands\ProjectTasks\IP\IP Fiqures\HLE18020 OldeTowne Fiq 1 Vicinity Map.mxd, 12/27/2019 3:11:51 PM, roth 8 7 N 6 2 5 4 3 B 9 11 1 10 85 12 D 13 A 14 1.5 84 , 17 16' C 18 H 19 G 20 83 21 F I E J L23 24 82 R S T K 25 26 L 27 49 47 81 41403g38373635 34 32 50 33 30 28 M N 80 O 42 78 51 44 31 29 77 P 45 79 6 52 4 48 76 75 O 53 72 74 71 70 69 54 73 68 67 66 64 55 65 63 56 57 62 58 ff�E�] 61 59 60 LEGEND Q Project area r _ 1 Commercial project area Parcels 0 500 1,000 FIGURE 2. PROJECTAREA PARCELS & Feet ADJACENT PROPERTIES MAP 1 inch = 1,000 feet OLDE TOWNE MASTER PLAN COMMUNITY VERSION: 1 RALEIGH, WAKE COUNTY, NC DATE: 12/30/2019 McADAMS JOB NO: HLE-18020 DRAWN BY: roth X:\Projects\HLE\HLE-18020\Storm\Wetlands\ProjectTasks\IP\IP Fiqures\HLE18020 OldeTowne AdiacentProperties.mxd, 12/30/2019 12:30:15 PM, roth 4.1 {�, Ar '� OLDS TOWNS OVERALL MASTER PLAN RENDERING 1Ek- r P -/SIN E A I HOMES _ f W VWL l -- f, POD 1- CONSERVATION SUBDIVI IOJ1\� •Conservation• tiom Site Area LiJ + -� Duplex (40'x2) (Lot size 90'x100') ` ` Street setback: 10' Side lot line setback: 5' S Rear lot line setback: 15 Single Family Detached (Lot size 40'x100') lb r 0 .ill 30' Product '-� MAIN COMMUNITY AMENITY 2 -- Open Space Required % Of lots abutting open space 41 Contiguous area co rc ^ n A ,:r 1 � SROAD MARKET Site AreaIN COMMERCIAL DISTRICT ,. 1 - _ ti y \ Townhouse (26. 2 Car Garage 3 Bedroorr 1 -- \. � � � ' � �"I � - � �� ~ � =1 � Street setback: 10' � Side lot line setback: 0' or 6' F I Rear lot line setback: 20 Parking required/provided within garage 8, a m } l - driveway (3.1 spaces/unit) LU ad LU Apartments I 1 I a -- � - - r O a. I COBRI STONE COVE- 1 - ti� -- Site Area POD 5 + 6 TOWNHOMESHIPTn Proposed Units J - --, r f 7 PODS 2+ 3- TOWNHOMESI r h Il.Ir` P i-1 r -- Townhomes - ' - �.-✓m Q I� '" its k .�. STREET'A' MEWX. Site Area n. ;J J - T - / - \ I W Wl -- Townhouse (26': 2 Car Garage - 3 Bedroorr O b - ---- --- --- -� -i + 1 � i �` -� �I �iStreet setback: 10' Side lot line setback: 0' or 6' U ! Rear lot line setback: 20' Parking Required (3.1 spaces/unit) H Y N SCALE: 1"= 300' Parking Provided within garage & drive\A KNOLI 1IDG, APARTMENTS I POD 4 - APARTMENTS ?A '••Single - - I � J i I _- ------ Single Family Detached Product Primary street setback: 10' l I Side street setback: 10 Side lot line setback: 5' (10' Sum) Rear lot line setback: 20 Lot Size —L—t oe I E: 911.01 SLR, -37 Duplex -74 Units -88 Units -34.8 Ac (40%) 51 Units (30%) 20.88 Ac (60%) -633 Units 50'x125' J WADAMS BHalle HLE-18020 10. 04. 2019 J m ow viMCADAMS POD 1— CONSERVATION DISTRICT IL i j Halle BUILDING GROUP . '� . ! • I '� �, * y _ r I Q +{Jf 11 -tih f- it }+y I• I - � ' I i I t s . • 4 � A PASSIVE PARK E 4 W '- c MEADOW RESTORATION U CD x z 3 c . ,Gco WAYFINDING (� B CUTTING GARDENS ��: , r A 1 r JEFFREY f _.. SPACE T D BIRD WATCHINGuj t ;.' --_-_-_ - _ �% _ __ y E NATURAL AREAS t�" t,. +r+1r F__ r .. l BOWN kl 7 T ti :k F TRAIL WALKING Q + 4f REFORESTATION w H OUTDOOR FITNESS FOR ACTIVE ADULTS 0 r -f . ­ A q.1 V i L Lu U 3� WL C) 0 fr .r I UJ i cl 0 W Q O� q4p i 20 N 0. 04 80 2019 J 02 SCALE: N.T.S. HILLTOPTOWNE; STREET'A' P/ Jl �� 44 k ' N rx PODS 2 + 3 - TOWNHOMES 1 6 • ti C I DOG PARK T a - a w' qw A BACKYARD GREENS B I PLAYGROUND 0=4M D IGARDEN PLOTS E ITRELLIS SWINGS J MCADAMS BHalIe aD U Q O H c •0 CL x c W U I&IM VJ H I NATIVE PLANTING z Q L1J Q TRAILS LJ Z G PLAY LAWNS "�' - O •�`�%� Tom'}' O L_L W ILL a A 3 14 C) 0 . c� � P Q s � w ttuu.Y.. Q O 1� HLE-18020 10. 04. 2019 03 SCALE: N.T.S. , T k. KNOLLRIDGE Z -- STREET'N Ak• T . I 40 9w . pf POD4-APARTMENTS L7 7. B 00 A „ ;,.' H A A j A N 4 L= A CLUBHOUSE + POOL+ FLEXIBLE LAWN C TRAILS+ TRAILHEADS �q, REFORESTATION B I CUTTING GARDEN E I DOG PARK F PL GROUND a ii�l ki, !'i f Vtv �t ti CANOPY WALK .116 pi IL NATURAL PLAY > 0 AAk < jr C) 0 'J McADAMS Ha 11111L11111,lle GIUI (D C) O - O 0 4-j U) c Lo 0 CL x c C) � I COURTS HLE-18020 10.04.2019 0 SCALE: N.T.S. rA. LC 1 VI\C VVY � POD 5 6 - TOWNHOMES I v► L� ;1L �m Q� SCALE: N.T.S. 1 STREET'A' y4 i I B I CANOPY WALK I■ w ,.1 tE FISHING PIER G I BACKYARD GREEN , I i __ice :a, �y - ��' �ti ,�� _+: : i Lr y�'.y �'� _ � �•• �4�� - t - tam r-_ A 'J MCADAMS BHalIe aD U U U Q `x W O 4-1 H v .0 CL x c W U HLE-18020 10. 04. 2019 05 H M T OR N SINGLE FAMILY HOMES ---- ------ - - - -- -------- ork.] Y. H � y IF F - ----------------- it N SCALE: N.T.S. N H A NEIGHBORHOOD PARK + FOCAL ELEMENT %0*%3 - %ft4ioamw C I ENHANCED STREETSCAPES B I �j INTERACTIVE PAVING D I DOG PARK E I BIRD WATCHING H ILINEAR PARK polo! G I LITTLE LIBRARY . �tl F I DEDICATED 5K ROUTE dw NATURAL PLAY AMAll -All PLAYGROUND 11 McADAMS IL Halle BUILDING GROUP HLE-18020 10.04.2019 06 IR L FFRO K LOB SCALE: N.T.S. LA- MAIN COMMUNITY AMENITY f T ■ r • l F % r 1 i PC. b 1 •1 � •1 1 1 1 • • ti Y Y r 1 1• + * * +' aL• K jr ` a��I - r 1 1 y I ' ti r, 1 A I COMMUNITY CLUBHOUSE +POOL B PAVILION = Lb D VOLLEYBALL +LAWN GAMES i G ITOT LOT P LAYG R O U N D --JIMA 14 4 Fes[ • r DOG PARK K I GATHERING LAWN H FIRE PIT a� u. p J�, L FITNESS STATIONS 'J MCADAMS He U W 0 W D O H v L 0 CL x c W U HLE-18020 10. 04. 2019 07 Ar .-i•, - -o- a. i91' ,y t4.1 '� T WN OVERALL MASTER PLAN RENDERING H. ;. 1 .. r j n 4 � I i I Site Area LU + -� Duplex (40'x2) (Lot size 90'x100') Street setback: 10' Side lot line setback: 5' 1 t Rear lot line setback 15 t s, : Lj r Single Family Detached (Lot size 40 x100 ) 0 .ill 30' Product Open Space Required Of lots abutting open space \ Zco Contiguous area I T ' Site Area IN 1 Townhouse 26': 2 Car Garage - 3 BedroorT Street setback: 10' Side lot line setback: O' or 6' F I Rear lot line setback: 20 _ j` Parking required/provided within garage 8, m l` ! - driveway (3.1 spaces/unit) Uj Apartments I 1 rrII - ! � 1 - ---- — Site Area l i Proposed Units fwj Townhomes _ t o o , STREET'A, �\ _I Site Area Townhouse (26 : 2 Car Garage - 3 Bedroorr T -_j 1Street setback: 10 Side lot line setback: 0' or 6' Rear lot line setback: 20' r _ _ ' , j j Parking Required (3.1 spaces/unit) Parking Provided within garage &driveway 41 j' 1 11 I it I Pod Single Family • y !I I Single Family Detached Product w. J- Primary street setback: 10' l -- Side street setback: 10 - ` Side lot line setback: 5' (10' Sum) \ vh .r`A' 1ST. • I�e ' �"s '+ Y � �- � i � I _ - Rear lot line setback: 20� _ 1 -- N _ I I ;?�` � j �� i I I Lot Size } ---- --- II \� / o , - - �.-.--;_.w`sa•'!6' Arat° {!:! !! -lt •p` L_1 ---- — _ —� 7 %� r ' —__ �y I .- - - elPe[!�{grt.--{!- ! - -{F .! • - - V r SCALE: V= 300' � � , / ' ' Fr }zs j -- ►��� J � I _ to J WADAMS BHalle a) U W Q 0 4_j H C ■0 L . • X 0 86.85 AC -37 Duplex -74 Units U -88 Units -34.8 Ac (40%) 51 Units (30%) V 20.88 Ac (60%) z z 0 0 41.25 AC > z -225 Units Q -698 Spaces L1J C� 36.76 AC Q -360 Units :E: 15 Buildings Q L1J 41.96 AC > 0 0 11 -255 Units W Q (48 Rear -Loaded) U Z= -791 Spaces O -765 Spaces 0 Z Uj C3 Lu J J 0 li HLE-18020 10. 04. 2019 A. Sen si tive Area Streets Sensitive Area Parkway y L City of Raleigh Sensitive Area Parkway Proposed Sensitive Area Avenue Sensitive Area Avenue PrGposed B. Local Streets Updated August 4,2015 Neighborhood Street Neighborhood Street Proposed Multifamily Street Multifamily Street Proposed C. Mixed Use Streets Avenue 2-Lane,UnElivided Avenue 2-Lane. Undivided Proposed Avenue 2-Lane. Divided Avenue 2-Lane, Divided Proposed Avenue 3-Lane. Parallel Parlding Avenue 3-Lane. Parallel Parking Proposed Main Street, Parallel Parking I f ............ .... Main Street, Parallel Park) ng Proposed Main StreetAngle Parldrkg Main Street.Angle Parking Proposed IOLMajor Streets Avenue 4-Lane. Parallel Parking Avenue 4-Lane. Parallel Parking Proposed — — — — - — - k ■ Avenue 4-Lane. Divided Avenue 4-Lane. Divided Proposed - Avenue 6-Lane. Divided Avenue 6-Lane. Divided Proposed Multl-Way Boulevard, Parallel Parking w Multi -Way Boulevard, Parallel Parking Proposed Muld-Way BoulEvm-d.ALngle Parking Muld-Way BoullEvard.Angle Parking Proposed 4* E Ind ustrial and Service Streets lwus&izj Street V Industrial Street Proposed Adopted I 1/ 1 911 3 Other Streets ti LJFrkited Access Hkglyway I I n Revisions: s I I d LJmlted Access Highway Proposed 912114 [CP-7-141 Map Base 4121115 [CP-1-15] Raleigh City Limits sisf 15 [GP-S- 15] Other Cltr Limits Not to Scale Raleigh Jurisdictional Limit To view this neap in greater detail, go to Short -Range Urban Service Area the Cley's Street Plan Viewer online at Long -Range Urban Service Area http:flma p s.. ral e i gh ric.govMtre-e tP lan EXHIBIT (B) CITY OF RALEIGH EXISTING GREENWAY I PROPOSED GREENWAN TRAILACCESS PROPOSED GREENWAY TRAIL ROUTES • —_qw ft40 � Aw- 0. ' NODE (1) ram\ GREENWAYTRAIL SITE LAWN ASPHALTTRAIL LAWN 7 r s In, tom' �i ' � r"`� • �" NODE (2) r *.,.... GREENWAY TRAIL SECTION , �.� :.. '.. N 4 A . NOT TO SCALE; 1 10' -12' 1 ASPHALT TRAIL NMI us I IIIIIIII& u w 4-� Qao� a"- 1 �.rtw zO d — _ r� IF r a u ti 0 � NOTES: 1. USGS; 7.5 MINUTE, QUAD, "GARNER" AND "RALEIGH E", NORTH CAROLINA, 2016 2. LAT. 35.743344, LONG:-78.554096 0 1,000 2,000 FIGURE 13. USGS TOPOGRAPHIC MAP Feet OLDE TOWNE MASTER PLAN COMMUNITY 1 inch = 2,000 feet RALEIGH, WAKE COUNTY, NC VERSION: 1 DATE: 1/2/2020 McADAMS JOB NO: HLE-18020 DRAWN BY: roth X:\Projects\HLE\HLE-18020\Storm\Wetlands\Project Tasks\IP\IP Fiqures\13 HLE18020 USGS.mxd, 1/2/2020 4:16:51 PM, roth DUC r LGB ApC2 wv / ApB' ApB �' � � Au A08 G l DUB Me LOC APB Cn � Q� Me Me ApB ApC 1 C, 1 PQ M Ot ( Lo8 �. oC LOC s�. 'xW82 o APC2 , / aqR \ AfA - \'vY C ADC? i U Wo U LoC l\qb 94t�. l �.rEt -�._� - Au An * d A f; APC AfA Au Ap Ap8 1 P LOB ApB LoC PC ftiPC c APB 'Apo' LOC; y, LoD i LOC. W to fee LoC WY Feature Au LaC=LtlC ApC ApC LoD. -- — -- CIC3 AfA WO APB Wa P OJE A Wo Feature I *�_ Wo WkE WkC tit NN,lrl AfA WkE (' wy Feat r / Au WkE �LOC ApC CoU WkE \ Ca \ LOC I_oB J , , AfA LoC /I S� p• " t rvkC C n ly�� V 4 - `-- Mel Q A Wo ` f)uC2 Ap8 ApC ApC c ApB Felt ° U Wo A Me Du8 f Coe LaC`' A B2 Lo pB2 P AfADu e — ApC APB eat re E yl_ DuC . fr.���. D Duc: F WkE.. �� a fA t P1t Cn ApC2 Lob Lub t �a� ApC2 E l ApC LOC DUC Doc Peature.�' y. LoC o AfA I$ ? v ADB2 t---� cn D�a2 ,, �p , ; , � Var.? eature D ApB � A B� '� f� �• "VmE Vat3 �— Du6 ° n f { i 0 Lo8 � ' � Lab _ LSD PC C LoC v �- �� L iQ Lo8 Cn _ u FF — } APC2 G Y , 9f� �rGr A` APIe oC a Lure L. ALOU 6 LoD APC2 .moo e L ApH , f.oC at Gu, Cn re - . tf~OO Wo, AfA �� � ADr2 �a Me11jDuB, AuH � p Ap82 Me us ApB2 �✓ .. •� C Q4 LDC ApB:LoL7 `PB J . // C I ApC2 eQ� �I P� a DuC2 Q, ..__ A ,ram /� c ikC APC? DUB ap�� r � -�.� LO M(? � Me �" � ApC2 � � 44 ct , I _ / �p ApB � Wv p02 f 'LOD „ CeC n1? Ap82 LaD o� C AnC '� DuC • P Du 9 AfA WkC ApC2 AfA La ApC` APB2 LOCa Me �Qca Qy DuC2 r' � t C LoB L o D LOC: (.2 P y,' �, � � _ �� a 1 2 WkE Lob �'.. ... (�uC DuG ApC2 '� LuC 8 e i,,._ Me ADC4 / / LOC M ApC ApL7 w WY Wy APD J J� ApC2 ApC2 _ APB2 �` •LoC o �� � ro�3 Me`I `zQ WrnE- ;u o APB2 At A f. _ �� APC fbe 1j W DUC 4. . NOTES: 1. USGS; SOIL SURVEY SHEET 70, WAKE COUNTY, NC, 1970 2. LAT. 35.743344, LONG:-78.554096 0 750 1,500 FIGURE 16. HISTORIC WAKE COUNTY SOIL SURVEY MAP (1970) Feet OLDE TOWNE MASTER PLAN COMMUNITY 1 inch =1,500 feet RALEIGH, WAKE COUNTY, NC VERSION: 1 DATE: 1/2/2020 MCADAW� JOB NO: HLE-18020 DRAWN BY: roth X:\Projects\HLE\HLE-18020\Storm\Wetlands\ProjectTasks\IP\IP Fiqures\16 HLE18020 Historic Wake Cc SS.mxd, 1/2/2020 4:40:45 PM, roth ul Legend North Carolina Floodplain Mapping Program Panels 0 PolitioaIAre as Stream Centerline Cross Sections fir- Levee Flood Hazard Areas — AE Floodway (AE) 0.2 % ChanoeAnn uaIFlood Hazard � Future Conditions 1%Annual Chance Flood Hazard rap... a Lilymo i . K , e rinnd eRdn+ i o ti r. r w 61uf s Or , s ' t, 1 71 v - - n F'4y AL r j. a a hawk Trl N ` LEGEND o 4 • �� 0 Project area 5 {At- /� NN c.. f,o 6 0 540 1,080 FIGURE 18. MARCH 2O07 AERIAL MAP Feet OLDE TOWNE MASTER PLAN COMMUNITY 1 inch = 1,080 feet RALEIGH, WAKE COUNTY, NC VERSION: 1 DATE: 12/30/2019 McADAMS JOB NO: HLE-18020 DRAWN BY: roth X:\Projects\HLE\HLE-18020\Storm\Wetlands\ProjectTasks\IP\IP Figures\HLE18020_OldeTowne_2007 Aerial Map.mxd, 12/30/2019 1:27:23 PM, roth \ U o 7�- v� CR EL CT Cp J z WINWAY DR O I- o o o 0 11 \) o Q o do °o g w LL wILROY LN ��ti 0 N Z )111 II � m� O > �\ m / End Stream A °C (Walnut Creek) �\ q00 o cont. offsite J �i Start Stream A (Walnut Creek) D , Perennial d O cont. from offsite Start Stream I End Stream B n Perennial Verifiedw�U/// \— Delineation \ Area End Stream E Wetland B 0 Wetland C Start Stream E — �� Intermittent Unverified - Delineation Area End Stream C \� at culve� Wetland Z p DP5 \ FWetland AA Wetland BB •� Start Stream C / • , Perennial Wetland CC End Stream R Start Stream F \`.�Perennial Stop Stream F Wetland W Wetland P Start Strew � Intermitten/�,/� Wetland Q W End Stream G / End Stream H l I Wetland L e Start Stream H Wetland Y (/ Wetland D \\ / Intermittent Wetland M \' Wetland N - Wetland O\ Wetland R� Wetland E Start Stream P o �. Wetland S Intermittent — Wetland F I Wetland JJ \' �O Wetland T \ _ Wetland G Wetland II Start Stream Q J Intermittent Wetland H Wetland GG i Wetland HH Wetland U Wetland I �1 Start Stream G Intermittent LM Wetland DID Ian Pond Feature D \ , \ —� Wetland FF Wetland EE �� Start Stream B� l n l w a J Q z 0 ~¢ z I Start Stream O, Intermittentr 0 Perennial C/ Start Stream F � t cont. from offsite Perennial w Wetland KK Z � j Start Stream C � z U Intermittent w X C Stop Stream C Z � U Wetland Z (� C)pO Wetland AA U O Wetland added DP5 (unverified) LEGEND- Wetland Determination Data Point Verified wetland removed �. — Jurisdictional stream\\ \ Jurisdictional PondME 0°ter Jurisdictional wetland //� _. � Wetland BB F77 Wetland added f'O �� NTS Verified wetland removed NOTES: Verified Delineation Area 1. Delineation field work for the residential site (Verified Delineation Area) was completed November 20, 27 and 30 and December 4, 6, 7, 12 and 13, 2018. Unverified Delineation Area 2. Delineation field work for the commercial and site and road improvements (Unverified Delineation Area) was completed November 5, L ' — ' 14 and 18, 2019. Roads 3. No isolated wetlands were observed within the project area. 4. Surface waters within Verified Delineation Area was field verified by Ross Sullivan, USACE on April 24, 2019. 2-ft contours 5. Surface water within Unverified Delineation Area have not been verified as of 12/12/2019. 0 400 800 FIGURE 19. DELINEATION MAP Feet OLDE TOWNE MASTER PLAN COMMUNITY 1 inch = 800 feet RALEIGH, WAKE COUNTY, NC VERSION: 3 DATE: 1/2/2020 MCADAMS JOB NO: HLE-18020 DRAWN BY: Toth X:\Protects\HLE\HLE-18020\Storm\Wetlands\GIS\HLE18020 Fiqure 4 Delineation Map.mxd, 1/2/2020 4:07:00 PM, roth • I ' •I• U�L��J/�// • + � _ �4 , III N II 5 /�/i -)i O 0 ° T� 1 WAA B-1 Stream R � 0.021 ac.) WAA C-1 O O t an d A ) .\ p Wetland W W J)�I1 011 CD OCK AV (0.031 ac.) Wetland X V Q o ONo O ° SAR E-1-1 � a \ 39 Str a1m) G \ \ SAR D-1 (51 If) SAR A-1 (120 If Stream O Stream B WAA E-2 \ WAA F-1 WAA H-3 (0.137 ac.) (0.009 ac.) \ (0.424 ac.) Wetland KK ,, � Wetland JJ Wetland O i(5\ If) Stream F ROYAL ACRES RD _ l''4���\�� \ \ \ PRICE AVE 0 O I U HURMAX LN of • OQ �O WAA H-1 (0.031 ac.) O Wetland Z 0 � �X Oe � WAA H-2 (0.033 ac.) O 111 �tG Wetland Z SAR H-1 (35 If) Stream C �2 a � o SAR 1-2 (130 If) Stream C a Proposed new Q o SAR I-1 (274 If) stream channel Stream C LEGEND �o F7Existing stream/pond pCi9 Proposed new stream �p O Jurisdictional wetlands WAA 1-2 (0.107 ac.) I I o Wetland BB - NC SAM Assessment Reach (SAR) - NC WAM Assessment Area (WAA) WAA 1-1 (0.005 ac.) Project area Wetland BB Roads 2-ft contours I �r`°� NTS 0 400 800 FIGURE 20. STREAM AND WETLAND ASSESSMENT MAP Feet OLDE TOWNE MASTER PLAN COMMUNITY 1 inch = 800.415902 feet RALEIGH, WAKE COUNTY, NC VERSION: 1 DATE: 1 /3/2020 MCADAMS JOB NO: HLE-18020 DRAWN BY: Toth X:\Projects\HLE\HLE-18020\Storm\Wetlands\ProjectTasks\IP\IP Fiqures\20 HLE18020 Stream and Wetland Assessment Map.mxd, 1/3/2020 9:30:31 AM, roth Prospect Hill 0 d 3 e 2 e - I Rd I a _ Kittrel( It qd Rougemont K,tve 4` •� I 'Ro y b Stem e S� a Bahama I / N Butner I Mari Creedmoor-' '-he a, SIMarY' I- snow N. cb �a n.ursl �m r Cor Hillsborough R Staoe --_- pe* t A �� < apa 'nW"Rd' °r a,- pa ? .: i ems n _ _ 7 av;<av a (I 5 a 0, E' I o°�,ocarvws` DO I I is;. o` I 0 a �i- 6 d ? Hills p 4 J Yd LD _ 3A n pJrnell Rd D Mls''n. Rtl qd Prfhur Mr a nnisp a I rs fy�ax4 D(�fh8111 2 x o a H R ` n Rd e v Il +Y 8e Durha.n Rd c-fi5,__ . ..b a a, 9' wtl•Fq•r/HwY'.rgk--- - °BF'-" _- --_�W eForest o ,Hhirfi.\d ° = � Sb e Rd e H I m °^•A o � 9.Irp "Rd Leary Nc•c" .t µ `_ a �yo 4e'y z� /B Cha el e I --- --__.. P I q Spa a R ee.ville Wr rv: al..�nder n'. ' ^ �4 HIt Carrboro z f !Old Greo^sboroy S6.td"Ylundq Qd °RIVER Na TOWNE'"i0 $ a LYnnud 1w ° S�ERRE ) AL TIVE LL ey/,a,o LYsrtago, a c0' v a acM Bti�n •i`p t° Morrisville D0 .._ 15 o * -. �a,e d Blvd ° a Cary - o nigntdale Raleigh �. us m V� W"sfan� New Bern Pa -17k I S _cl Pod d c o °r"-pp., Rd o Ape SWIFT CREEK STATION x y6 ittsb«o / °e4 o/'�• � I .�f f Army Rd pd Ga riw - , I ^ 999 m TM.r � Y ♦ y'aN p�,cc� i P \� d D�•r New pa~'Rv 'u �qd o , /, - Hill Y cA 8-1gB n b \ / 1, HOMY Springs Rand Ral- Clayton ♦1 e 4te" p � re ' ac 401/1BUFFALOE y N Ma'nh` ` Willow Spring i Fuyu ay-Varina i •6 i Legend y dq• m Alternative sites Preferred alternative Sources9rPslri,, HERE, Del-orme, USGS, Interpap, INCREMENT P, NRCan, Esri- $ Japan, METI, Esri China,(Hong Kong), Esri Korea, Esri (Thailand), 3 Mapmylndia, NGCC, © OpenStreetMap contributors, and the GIS User R, Site selection area (15-mile ad Pa°knyp,inlHti radius) Community ti 3 6 "0 FIGURE 21. ALTERNATIVE SITES LOCATION MAP Miles IIIJ OLDE TOWNE MASTER PLAN COMMUNITY 1 inch =6 miles RALEIGH, WAKE COUNTY, NC VERSION: 1 DATE: 12/30/2019 MCADAMS JOB NO: HLE-18020 DRAWN BY: roth X'\Prni acts\HI F\HI F_1Rn9n\Rtnrm\V1.fInnrl c\Prniact Tnckc\IP\IP Finl lrac\HI F 1 R n 9 n (ll rlaTnmma Fin 1R AItarnati— Oita I ncati nn NA 1, mvri 19/3n/9n1Q 1'd3'33 PNA rMh WJNVNq 8.:UVMh wis -7 RIVER TONNE NARY �W-501VI51ON A55TRACT ULATION5 LG NITR06EN REOUGTIoN G)� 1 1 1 1' �. 11 4 :t PRELIM ME T"a MOM WVEI­W AND CITY DE5*N MANUALS. MEASURES PROPOSED TREA TH15 ANALYSIS HAS BEEN CONPUCTED IN ORDER TO 6OMPLY NITH THE REQUIREMENTS OF THE GITY OF RAILE1645 -HE I / . , / '. �2" WTHODL06y AND TREATMENT REMOVAL RATES 10 TMENT T REQUIREMENTS. NEU5E RIVER NUTRIENT MANAHMEN P_ MA E3- " /", .1. ON HETLANDS TO TREAT RUNOFF MOM DEVELOPED AREA5. T� 'A 1ENDE6 VETENTI ,E OF REWIRED REDUCTION 2, PAYMENT Cf fZEE To THE W, YffLAWS RESTORATION PRO&RAM fOR BALAW NNE 15 A RESIDENTIAL COMMUNITY OF SINGLE FAMILY DETACHED HOMES AND S'OPPIN6 6ENTER RIVER TO PROPOSED FOR A 356ACIRF TRACT OF LAND LO( ATEV ON BUFFALOE ROAD NOPTHHEA5T RALEIGH. THE TRACT 15 )ITION \L 03E DISTRICT PRIMARY TFZEATME14T SECONDAR` TREATIMENT LINE5 ME TRF ZONET) RESIDENTIAL 4, CONDITIONAL USE P15TRICT (P-4 00 AND SHOPPING 6ENTEP, 60;4f -ATMENT COMBINATION OF COMMERCIAL, PE-lij-)ENTIAL, AHID (5G 60. THE PROPOSED DEVELOPMENT 15 TO 13E A 7N EXPORT BW MEASURE TNREMOVAL TN EXPORT TN EXPORT RECREATIONAL USES. EIMP MEASURE TIN REMOVAL TN EXPORT (? FROM SITE SITE AREA TN EXPORT TNEXPORT TN EXPORT 5'r LAND USE FROM 51TE RATE 13Y LAND USE TYPE OF LAND COVER LAW 11,115f FROM 91TE RATE RENTL BEING PRESENTED FOR APPROVAL 1,� llqi' RE.5,CWNI IAL T THAT 15 CUP LBSIACNIR L05/YR LBS/AC/YR 96 LB5/YR UWALlylk 96 LB5/YR LB5/AC/YR -77- 644 AND RECREATIONAL PORTION LOCATED BETNEEW BUFFALOE ROAD TO THE SOUTH AND 3(N1. ED I -, THC NORTH BY THE STREAM AND HETLAND5 AREA THAT 5EPAPATE5 THE PROPERTY INTO THO P15TINGT IH15 PORTION OF 61HP45TIN�l THE PPOJEGT 15 TO BE COMPR15ED OF (511 LOTS AND A PRIVATE REGREATONAL FACILITY TO 13E CON5TRUCTEP ON OPEN SPACE 35.00 0.60 21.00 N014E 0.00 21.00 NONE 0.00 21.00 APPROXIMATEL 282 ACRE5 OF THE TRACT. MANA6W OPEN SPA( E OJ00 1.20 0.00 NONE 0.00 0.00 NONE ODO, 0.00 P14 LEFZ�, AN LAI61N AND LANDSCAPE 203h6 MEnjqvs 0.40 12231 NONE OJO0 12231 T Ibqw 120 C426T. BOT HATER GUALITYAND HATER QUANTITY CONTROL HILL BE PROVIDED THROUGH A NUm3ER OF STORMNATER 7 7 CONTROL DEVICES. DEVICE5 AT DRAINAGE POINTS I AND 3 HILL BE CONSTRE16TED AS PAI� I l: F THE FUTURE -)18 AND b1q. THESE DEVICES MAY BE' �16NED AS NET COMMERGIAL DEVELOPMENT ENVISIONED FOR LOTS 0.00 POND5, EXTENDED DETENTION HETLANDS, OR UNIDER61ROUND 5TORArE HITH 5AND FILTERS uk c,RA55 5KALE5. IMPERVIOUS SURFA4,E5 76.52 2120 "4.62 GaW. PIETILANErS 0.40 NONE 041 4 HITHIN THE RESIDENTIAL AREA EACH DEVIC,E HILL BE CON5TFUC,TED HITH THE PORTION OF T� IE: EVELOPMENT IT 15 TO SERVE. HE BELIEVE THAT EAC H OF THESE DEV16155 HILL LIKELY BE AN EXTENDED PETEI\! N ETLAN SIZED TO PROVIDE A NORMAL POOL SURFACE AREA BASED ON THE PHO BMP IREQUIREMEkT., NP A NA IWq.48 1142Dq TER TOTALS 263.40 1142.Oq QUALITY POOL BASED ON CAPTURING THE RUNOFF FROM THE I" STORM. ABOVE THE HATER POOL HILL BE A GONTAINED IN TH15 REPORT AND ON THE PLANS 15 PRELIMINARY IN NATURE AND 5UBJEGT 1!. i'.,f,-,NrE AS THE DETENTION POOL TO PROVIDE DETENTION TO MEET THE TNO AND TEN YEAR STORM5. THE W�f)',MATION 4.03 4.03 AVER44AOE PER 51TE f6,441 5 RUGTL'�1 NATE A�4 DESIGN OF THE PROdErT PPOORE55E5. T14E DEVIGE TYPE, LOCATION, 51ZE, OUTLET T R 5URFAGE ELEVATION5, DRAINAGE AREAS, AND IMPERVIOUS, 5URFAGE AREAS ARE ALL 5UBJErT TO CH \1 5F. THE F114AL DESIGN OF EACH PEVIGE HILL COMPLY HITH ALL APFLIGA13LE LOCAL, STATE AND FEDEPAI F `60LATION5, ALLOYED TN 55- TH15 ANALYSIS HAS PREPARED USING THE FOLLOY41NG AVAILABLE SOURCES OF INFORMAT ON 1. BOUNDAPY DATA FROM RAKE 60. REGISTRY AND 61TY OF PALE16H 6716 DATA. 7 -ALE AERIAL TOP06RAPHIC, MAPPING. 0_3k0W 2. CITY OF RALEIGH 200 Sc FEE DUE $850.50 PER LBIA44PE $1 5. USDA, 565, 501L SURVEY FOP, DURHAM GOUNTY, NC,. f 4. FEMA FLOOD IN5URANC,E RATE MAP FOR RALE16H, NC. 5 PRELIMINARY PLANS FOR OLDE TONNE PREPARED B OTHERS. -5 1) C, HE TEE) THIS ANALYSIS 15 BASED ON THE HYDPOLO(51G AND HYDRAULIC, PRINCIPLE5 AND METHODOL0,51E 0 U IN IN 6Q.2 E5 THE FOLLOHIN6 PUBLICATIONS 5`11 1. U5DA 5C5, NATIONAL EH6INEERIN(5 HANDBOOK, 51EOTION 4, HYPROLO( Y (NEH-4) 28�5 5q6 2 2. 5C5 TECHNICAL RELEASE 55 551 3. 565 TECHN16AL RELEASE 20 too 4. ELEMENTS OF URBAN 5TORMHATER DE516N BY H. ROONEY MALCOM, P.E. Ulu T _vA JbNE5,`FRE[?ERIZ5K 6AMUEL JR AN6 y 660.. IDISCHARGES FOP ALL 5TORMHATER MANAGEMENT DEVIGES HERE CALCULATED U5IN6 RATIONAL FORMULA METHODOLOGY. -4, TR -55. RUNOFF VOLUMES HERE 6ALCULATFE) USING 565 METHOPOL06'( AS OUTLINED IN NEH ?0 AND TR 13' b5b 14 DD515q TIMES OF CONCENTRATION HERE DETERMINE[) U51% THE KIRPIC.H METHOD FOR RATIONAL ORMULA WPLICATION9. :Y15qO SHIA , e I I - 1. .. 11L I',, I , I I 1 1. 1 " REYNO ENERATED� IN TH15 ANALY515 ARE NOT AE35OLUTELY 6ORPE6T, THE ANALY515 HAS RAY, C) C) r": BEEN PERFORMED IN A CON515TENt FAwON 5UGH THAT THE RESULTS A E UFFICIENT FOR THE cO�)':�ARWN OF THE DA 0A HHILE THE NUMBERS AND VALUES r, 6 LK DEED B 5IN&Lt IAMILT 653 p 5 11L� MICHi ..DEED IPA6E,�422XXi� 0 -VELOPMENT NDITION5. ART�A, K'WRfZAY�, 115( -TT ST )NE HAFOLII E�Ih' 0 Z_ 2 415 --3ffV-f W 14N 4 Ig X�UR, Fk)��H A owne r i t lJ,5 - 0 2,;. 0 krolects 30 li� j I . I)EEE) P 1;281. )2164 AaE:' F��L@nd roiects 554/� P& Aot: 0141 , 3 �E- i K 2�03 /FAMIL 1 156542,225 p LPEIE�r BO 6 '1156502Y, 7/ 4554 BEFORE AND AFTER r E5MM,fHERE5A ,115,65 jIOq4 SINGLE 10 115645C!5� Z2 �SIN61�t f--AMIbY .551 SINH� FAMIL E) !j2M -7-- 7-/77 R�30_ , rb� � 535 100 R 4,34 541 _�15 T 43(9 34 '33 -4- 532 -71 5(N 431 44/. 1- 443 5W 91 _4' ' ­z - 4� 5_24 Ile 1-44 446- 4� 705 1 125 510 'L3 t) p IL j.,; T EX15, I N655 50 421 3b4 ROPI 426 512 DE!EIJ E 45 ii?FE 401 45.4 3&2 401 1 4 421 515 0 &�F;4 �61E NR 4`10 Y'LL6 tIl4611 544 1141 48 341 412, 345 'E. .2 15 FAG _30 342 Ito I -Q55 V -3q3 IT 4 'owl !N4 FLA �341, 540 ­365 4114 T. FlLoop.PLAIN; 3 IM MR 3% OE -72017 lil I �_ ;�\64"7 \ lip) . .7 DATED Qq -4 '66 1.. � , E: / _ZON1146' - �,50_ L 31q' 4 30 7 3 3C NMT N OF 'A 4z� �RbA ANb HIDENIN6 'TO u*4PLEy. v2ioF _T .. ....... 44 %04A 241 05' 154,2- 5TREE, 5TORMHATER 50MMARY TA13LE T Point. Pre Area Post Area % ­1­11­1 De I v I ic I e Type Device Surface Area, (sf) Pre -Development Disch i e (ds) Post- Development Discharge with Detention (cfs) 2 vear 10 year 2 year 15.15 13-91 36.5 ED Wedand 16000 29.1 36.4 20 1 36.4 2 12.21 , 18.02 38.5 ED Wedand 22000 22.6 28.3 22.6 28.3 3 13.45 , 831 83.0 ED Wedand 20000 22.7 28.4 22.7 28.4 4 23.53 26.21 22.0 ED Wedand 18200 41.2 51.7 41.2 51.7 34.5,� ED Wedand 25000 22.6 28.3 22.6 28.3 6 1756 14.95 32.0 ED Wedand 15100 30.6. 38.4 30.6 38.4 7 8.24 11.80 36.5 ED Wedand 13700 20.6 16.4 20.6 8 15.61 17.07 XS_ ED Wedand 34.0 -1. � 34.0 38.0 ED Wedand 13400 _33, 4.2 3.3 4.2 2.10 11,38 34iO ED Wedand 124 0 3.0, 3.8 3.0 3.8 3.80 6.49 37.5 ED Wedand 7700 5A 7.2 5.8 7.2 12 1719., �16,64 37.0 ED Wedand 19400 29.7 37.2 29.7 37.2 13 482 U9 36.0. ED Wedand 9900 7.0 8.8 7.0 8.8 14 7.64 8.86 30iO - ED Wedand 8500 11.5 14.4 11.5 14.4 15 1.07 6i66 31.0 ED Wedand 6600 1.5 1.9 1.5 1.9 16 7.84 14.49 29.5 ED Wedand, 13600 10.9 137 10.9 13.7 17, 2.31, 34.0 ED Wedand 9200 3A 4.2 3.4 4.2 18 29.58 21.01 31.5 ED Wedand 21000 48.1 60.3 48.1 60.3_ 19_ 8.08 11.21 34.0 ED Wedand 12100 12.3 15.4 12.3 15.4 20 13.78 16.84 49.5 Wedand �24100 244. 30.6 24.4 30.6 Jut;, 2q5 26 10 IJ GI-1 ll,'41 215 2ql V- zT9 q L 5--N 2VII A 'Tow 52 2bo q 2b(g 'bl- 2W' 261 53 264 3 �b5 _XJ 4 �-Ib- 2-Iq 12&11� 2bl. -A C95 54 / _3q 66 4\ &2 5 _77, -12 j3 25� 57 V. to�j --63/ V, 254�/ 123 el i Q4 000 52. 53 3tt 21 - 11, U�E /%12 1 1 , i 12� 8 1132 (S," .25b e) *0 13 lb 400 V �Z91%, 4. ............ pub. X j-, log 7 156 NRYE'�R, ELVIN M 143 1,83, 20+, JEW i3o6r:oOP)b q Iq1 --,PEEP- fAGE: 0202 NO 11562()122,5 --A 134 2J5 Y ANT _rH 20q x NAINIPPI, �35 Ayo 4 �g \ I, A 161- 103 L 14(2 35 '210 2 � � 7 i �; J-4 7 "G , 2 cl 232 7- 141 -4: 2 3 23q 242, 2210 .6" I N Xt RE55E5. THE DEVICE TYPE -14J 2� 2 SEAL 1 2 THE INFORMATION CONTAINED IN TH15 REPORT AND Y IN NATURE 12 U ON THE PLAN5 15 PRELIMINAP 10956 NOTE: N6E, AS T14E DE5i6N OF THE PRojEGT PRO6 AND WBJEGT To CHA Lp SURFACE� AREA5 ARE ALL 15UBECT TO 'MR 5URFACEELEVATION51 DRAINA6E AREA5, AND HTERVIOU5 41F A LOCATI IM, OUTLET 5 I'RUC I"UREs M` 400- W_ ON, Zlr, oHANc-iIE. T14E FINAL DE-51(914 (�f EACH DEVICE HILL.COMPLY 4%� F. ,en@nc.rr.com R G0W5TRIJGT10\' 2.001 WoGr egor - River fbvI'h0 As1eIgfiMwg\Pr0Iiminary - Raleigh\3rd SubmivaINpre-2005002-15-swmp.dwg, 5/22/20(18 10: 1 P \ New gravity sanitary sewer service area Figure 23. River Towne Sewer Expansion / FLOODWAY f A / - (TYP.) - 1 100 YE FLOODP � `�� ! - ' )„ --_.) 1 \ _ l r I r /r <✓ ,ram l 1 /� // � / ^ ) I 1 r r� \ / \ \\ _ ti_�r' r ��r' v v r/ \ o> �� N 1 r vv vv 50' STREAM�� BUFFER (TYP 132 LF 7 �\ \ 1 \ \ / / I I J j �� > ty / / ( / � e \ /✓ q�__• _- �_ I r _�- / Ll ri �-- ,�"'�-- / / ! ti / / / j I / ,/ ' I c 1 /ern\ 1l i } \ I 3 / /' I1 1�' �/��'✓ f/i OQ/ ul �/ // 1 \ \ / —J —�--- / //'/J r,—/—/ I 1 Sri/I� \\) \I\\I\ 1 S �//ram JI 1 1 // I \ �/ l Yr f ����r �\ � J �_/ �\ti/-138-..L� � =\ri - \\ \I\�``\ �� / �' � �/ J/� � ✓/ 1 �)/I ( t - / \ / 50' aTREAJv1 �'BGFFER (TYP.I, LEGEND: t`�-- \\• J r'� \�_ \ \ `/ �-, \�� f 5\ / // I 1 \ \ /ice/i , G � � I I / I- / I � \ ` 5 L NOTES: STREAM CROSSING 1. ALL INFORMATION TAKEN FROM GIS IMPACT 2. STREAM INFORMATION TAKEN FROM SOILS MAP AND QUAD MAP. 50' STREAM BUFFER SITE DATA: 100 YEAR FLOODPLAIN TOTAL SITE AREA: 363.91 AC. DEVELOPABLE AREA: 306.36 AC. ENTITLED: NO ZONED R-40 FLOODWAY ) FLOOD PRONE SOILS GRAPHIC SCALE 0 300 600 1200 1 INCH = 600 FT. Z Q o) 00 CD Q rq °�° W o 06 w w ti J J N O LL Z z w m } m Z w Q z w a p w w Q Q H J K S U Q a 0- u0v)o W Q Z W � 00 J < _ Q U v) L.L W `L m ° O "' Q � Q W F— S o U E V E �u m`-'u E Z < Z E m .. A � -E zccl C X 3 c m o N o w rw a 3 C m = J ® Room•�'�rr��._, Jam+ ) .r. Figure 25. 401/Buffaloe Road Sewer Expansion Reduced stream impact +/- 200 If NEIGHBORHOOD 7­' -')5AIN RECREATION &ENTER KfP07ENTIAL RESIDENTIAL 0 "AREI — "'LOCATION 25 ACRE PARK OUT Reduced wetland impact +/- 1.615 ac. �ff"Ar 'A '41 amen L N IN oil Irt 1A TREAM BUFFER FYP.) )0' DUKE PROGRESS aSEMENT +/- 21 AC COMMERCIAL OUT (BROWN) L Reduced wetland impact +/- 0.109 ac. LEGEND Project area Existing stream Jurisdictional wetlands I Area of reduced impact !N WADAMS '4 /-20AC COMMERCIAL OUT (OT RETAIL) 10 a Reduced wetland impact +/- 0.300 ac. Reduced wetland impact +/- 0.163 ac. 1 IF fA:�k 0h A, 7" th, N FIGURE 26. ORIGINAL SITE DEVELOPMENT PLAN OLDE TOWNE MASTER PLAN COMMUNITY RALEIGH, WAKE COUNTY, NC Total wetland impact reduction: +/- 2.255 ac. (98,228 sf) Total stream impact reduction: +/- 200 If 0 400 800 ININE�� Feet 1 inch = 700 feet VERSION: 1 DATE: 12/30/2019 JOB NO: HLE-18020 DRAWN BY: roth MCADAMS The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com OVERALL IMPACT AREA MAP - SHEET E1 OLDE TOWNE WETLANDS AND STREAM BUFFERS IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-El CHECKED BY RCA DRAWN BY 1MS SCALE --- DATE 10.07.2019 0 !!j MCADAMS The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com OLDE TOWNE WETLAND, STREAM, AND BUFFER IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-El CHECKED BY RCA DRAWN BY JMS SCALE 1"=800' DATE 01.31.2020 LEGEND + + + + + + + + ZONE 2 ROAD CROSSING + + + + + + + + BUFFER IMPACT TEMPORARY STREAM PERMANENT WETLAND + + + + + + + + IMPACT IMPACT ZONE 1 AND ZONE 2 BUFFER IMPACT FOR CROSSING: 21,543 SF (0.49 AC) �J WADAMS The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com FIGURE 33. IMPACT AREA "B" GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. OLDE TOWNE WETLAND, STREAM, AND BUFFER IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA 0 PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-E3 CHECKED BY RCA DRAWN BY JMS SCALE 1"= 40' DATE 12.23.2019 ZONE 1 ROAD CROSSING PERMANENT STREAM IMPACT PERMANENT —NO LOSS BUFFER IMPACT D D D D D� (DISSIPATOR PAD) IMPACT + + + + + + + + ZONE 2 ROAD CROSSING + + + + + + + + BUFFER IMPACT TEMPORARY STREAM PERMANENT WETLAND + + + + + + + + IMPACT IMPACT 50' NEUSE RIVER RIPARIAN BUFFER (MEASURED 50' FROM TOP OF BANK, EACH SIDE) �J WADAMS rRuruDEu ROAD The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com FIGURE 34. IMPACT AREA "C" GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. OLDE TOWNE WETLAND, STREAM, AND BUFFER IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA 0 PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-E3 CHECKED BY RCA DRAWN BY JMS SCALE 1"= 40' DATE 12.23.2019 LEGEND ZONE 1 ROAD CROSSING BUFFER IMPACT PERMANENT STREAM IMPACT PERMANENT —NO LOSS o Do Do Do Do D (DISSIPATOR PAD) IMPACT �J WADAMS ZONE 2 ROAD CROSSING BUFFER IMPACT TEMPORARY STREAM IMPACT PERMANENT WETLAND I M PACT r Rur'VJCV ZONE 1 AND ZONE 2 BUFFER IMPACT FOR CROSSING: 12,124 SF (0.28 AC) ROAD The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com FIGURE 35. IMPACT AREA "T GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. OLDE TOWNE WETLAND, STREAM, AND BUFFER IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA 0 PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-E3 CHECKED BY RCA DRAWN BY JMS SCALE 1"= 40' DATE 12.23.2019 LEGEND ZONE 1 ROAD CROSSING BUFFER IMPACT PERMANENT STREAM IMPACT PERMANENT -NO LOSS o Do Do Do Do D (DISSIPATOR PAD) IMPACT LOT ZONE 2 ROAD CROSSING BUFFER IMPACT 50' NEUSE RIVER RIPARIAN BUFFER (MEASURED 50' FROM TOP OF BANK, EACH SIDE) TEMPORARY STREAM nor--] IMPACT 30' STREAM BUFFER ZONE 1 AND ZONE 2 BUFFER IMPACT FOR CROSSING: 15,454 SF (0.35 AC) �J WADAMS The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com PERMANENT WETLAND I M PACT TOT AL ZONE 1 ROAD CROSSING BUFFER IMPACT B4=9,793 E FIGURE 36. IMPACT AREA "E" GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. OLDE TOWNE WETLAND, STREAM, AND BUFFER IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA 0 PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-E3 CHECKED BY RCA DRAWN BY JMS SCALE 1"= 40' DATE 12.23.2019 LEGEND ZONE 1 ROAD CROSSING PERMANENT STREAM IMPACT PERMANENT —NO LOSS BUFFER IMPACT o Do Do Do Do D (DISSIPATOR PAD) IMPACT + + + + + + + + ZONE 2 ROAD CROSSING + + + + + + + + BUFFER IMPACT TEMPORARY STREAM + + + + + + + + nor_] IMPACT MCADAMS The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com FIGURE 37. IMPACT AREA "F" GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. OLDE TOWNE WETLAND, STREAM, AND BUFFER IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA PERMANENT WETLAND I M PACT / 1 0 PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-E3 CHECKED BY RCA DRAWN BY JMS SCALE 1"= 40' DATE 12.23.2019 LEGEND ZONE 1 ROAD CROSSING BUFFER IMPACT PERMANENT STREAM IMPACT PERMANENT —NO LOSS o Do Do Do Do D (DISSIPATOR PAD) IMPACT �J WADAMS ZONE 2 ROAD CROSSING BUFFER IMPACT The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com D CDWAAICAIT UICTI AKIM TEMPORARY STREAM IMPACT FIGURE 38. IMPACT AREA "G" GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. OLDE TOWNE WETLAND, STREAM, AND BUFFER IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA PERMANENT WETLAND I M PACT 0 PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-E3 CHECKED BY RCA DRAWN BY JMS SCALE 1"= 40' DATE 12.23.2019 LEGEND The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com PERMANENT STREAM IMPACT PERMANENT —NO LOSS o Do Do Do Do D (DISSIPATOR PAD) IMPACT TEMPORARY STREAM IMPACT °o°o°o°o°o°o°o°o EXISTING USE o°o°o°o°o°o°o°o° 0 0 0 0 0 0 0 0 FIGURE 39. IMPACT AREA "H" GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. OLDE TOWNE WETLAND, STREAM, AND BUFFER IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA PERMANENT WETLAND I M PACT 0 PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-E3 CHECKED BY RCA DRAWN BY JMS SCALE 1"= 40' DATE 12.23.2019 LEGEND ZONE 1 ROAD CROSSING BUFFER IMPACT PERMANENT STREAM IMPACT PERMANENT —NO LOSS o Do Do Do Do D (DISSIPATOR PAD) IMPACT ZONE 2 ROAD CROSSING BUFFER IMPACT ZONE 1 SW OUTLET BUFFER IMPACT ZONE 2 SW OUTLET BUFFER IMPACT TEMPORARY STREAM IMPACT 08080808�8080808 EXISTING USE 0000000000000000 0 0 0 0 0 0 0 0 SW OUTLET BUFFER IMPACT B8 ZONE 1=337 SF ZONE 2=204 SF %[ERMA�ENT WETL�I�1D \ PAC 413,/0.072 � (/(3,134 8F) /I \\ PERMANENT STREAM IMPACT \ / / I SlI —404 LF (1,342 SF) �J MCADAMS The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com ERMANENT �ETLAN\D N / IMPACT `` W12=0.P24 1� (1,02 , \F) FIGURE 40. IMPACT AREA "1" GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. OLDE TOWNE WETLAND, STREAM, AND BUFFER IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA PERMANENT WETLAND I M PACT i P ANENT WETLANDK M PACT urn 1 —n nnn Ar, (IA QF) 0 PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-E3 CHECKED BY RCA DRAWN BY JMS SCALE 1"= 40' DATE 01.31.2020 LEGEND MCADAMS ZONE 1 ROAD CROSSING BUFFER IMPACT ZONE 2 ROAD CROSSING BUFFER IMPACT ZONE 1 SW OUTLET BUFFER IMPACT ZONE 2 SW OUTLET BUFFER IMPACT The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com PERMANENT STREAM IMPACT PERMANENT —NO LOSS o Do Do Do Do D (DISSIPATOR PAD) IMPACT TEMPORARY STREAM IMPACT 000000000o00000o EXISTING USE 0000000000000000 0 0 0 0 0 0 0 0 l� FIGURE 41. IMPACT AREA GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. OLDE TOWNE WETLAND, STREAM, AND BUFFER IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA PERMANENT WETLAND I M PACT W W W W W \ W W W W W Y W W W O W W W W W W W %I 0 PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-E3 CHECKED BY RCA DRAWN BY JMS SCALE 1"= 40' DATE 01.31.2020 LEGEND MCADAMS ZONE 1 ROAD CROSSING BUFFER IMPACT ZONE 2 ROAD CROSSING BUFFER IMPACT ZONE 1 SW OUTLET BUFFER IMPACT ZONE 2 SW OUTLET BUFFER IMPACT 0 PERMANENT STREAM IMPACT PERMANENT —NO LOSS o Do Do Do Do 0 (DISSIPATOR PAD) IMPACT TEMPORARY STREAM PERMANENT WETLAND IMPACT IMPACT 000000000o00000o EXISTING USE 0000000000000000 0 0 0 0 0 0 0 0 II Ic I I I I I I I I I I I I 1 I I ,I �I I II I I I I I I I I I I I I I I I I I\ \ I I / I \I \ I I SW OUTLET BUFFER IM I \ B11 \ ZONE 1 =32 SF I \ ZONE 2=226 SF \ I I II O I 11 W I I I W I II W I W \ I \ I J I I W Y W W W W \ Y W \ W I J Y W W W W Y W W W I l IY Ql WY I W / W W WI 07 01 W W W The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com FIGURE 42. IMPACT AREA "K" GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. OLDE TOWNE WETLAND, STREAM, AND BUFFER IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA 0 PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-E3 CHECKED BY RCA DRAWN BY JMS SCALE 1"= 40' DATE 01.31.2020 I M PACT AREA W 50' NEUSE IVtR RIPARI N BUFFER (AEASURED/50' ROM\ 1 \\ — TOP OF/ BMK EACH SIDE \ PROPOSED TRAIL \ / I 240 CULVERT 1 240 9+50 10+00 CULVERT CROSS SECTION (TYP.) 91 MCADAMS The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com 11+00 12+00 GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. OLDE TOWNE WETLAND, STREAM, AND BUFFER IMPACT MAPS CITY OF RALEIGH, NORTH CAROLINA P DISSIPATOR ERMANENT LOSS TO BE FLUSH ADE/STREAM BED PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-E4 CHECKED BY RCA DRAWN BY JMS SCALE 1"= 40' DATE 12.23.2019 ZONE E ZONE D ZONE C ZONE B BANKFULL (TYP.) FILTER FABRIC (TYP.) - COARSE BACKFILL (TYP.) ■ ZONE DESCRIPTION A UPLAND PERMANENT TURF GRASS, CONTAINERIZED TREES AND SHRUBS, TEMPORARY SEEDING B TERRACE SLOPE PERMANENT TURF GRASS, CONTAINERIZED TREES AND SHRUBS, TEMPORARY SEEDING C FLOODPLAIN BENCH PERMANENT NATIVE GRASS, CONTAINERIZED TREES AND SHRUBS, TEMPORARY SEEDING D STREAM BANK PERMANENT NATIVE GRASS, LIVE STAKING, TEMPORARY SEEDING E EMERGENTZONE PLUGGING PLAN VIEW INSIDE MEANDER BEND AND RIFFLE SECRON OUTSIDE MEANDER BEND EVERGREEN TREES (BOTH SIDES) DECIDUOUS TREES r: ZONE E, EMERGENT ZONE ZONEA ZONE e ZONEC ZONED ZONES STREAM CHANNEL ZONED ZONE C, ZONE PLAN TERRACE FLOODPLAIN STREAM EMERGENT STREAM FLOODPLAIN TERRACI SLOPE BENCH BANK ZONE BANK BENCH SLOPE SMALL TREES �BANKFULL NRF GRASSES NATIVE GRASSES /�/�APPRummit FLAW WATER S RFAC 4 EMEROEM PLANTS CROSS SECTION TYPICAL PLANTING PLAN DETAILS TOE OF BANK (TYP.) i STREAM BANK (TYP.) (-1 FOOTER BOULDER (TYP.) 1 / g HEADER BOULDER (TYP.) q, 2' MIN. / / \ i / POOL 1 I i OPTIONAL BALLAST Y BOULDER OOL/ CONTROL POINT W PLAN VIEW BANKFULL STREAM BANK COARSE BACKFILL (TYP.) FILTER FABRIC FIEADER LOG (TYP.) FOOTER LOG (TYP.) 1/3 W CROSS SECTION A -A' STREAM BANK -POOL BANKFULL (TYP.) 1/3 W 1/3 W 1/3 W BANKFULL (TYP.) FLOW -y 1.2' FR 0 J, MCADAMS The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com MAX POOL (TYP.) V FOOTER L06 (TYP.) j\__ S, _ HEADER LOG (TYP.) FOOTER FOOTER LOG (TYP.) HEADER LOG(TYP.) BOULDER (TYP.) HEADER CROSS SECTION B-B' BOULDER (TYP.) J-HOOK LOGVANE DETAILS NOT TO SCALE *PRELIMINARY DRAWINGS NOT RELEASED FOR CONSTRUCTION OLDE TOWNE STREAM RELOCATION CONCEPT DESIGN TYPICAL DETAILS RALEIGH, NORTH CAROLINA PLAN INFORMATION PROJECT NO. HLE-18020 FILENAME HLE18020-E5 CHECKED BY JCA DRAWN BY RAS SCALE N.T.S. DATE 12.23.2019