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50'RIGHT OF WAY ,�, o.r\� �' wiry
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20'PAVEMENT ,_� _ __.( o�� �� = A. \ Driveway
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)/q^PER Ff. 2" 59.56 1 y"O R}P ` 1y �) -+ ��� L U tiff The use of s ogle drveways far mull ple lots may be necessary. U r.,, ., �✓ r �.- I/1,1A A` 1 ik: III 1 no alternat ve to the r local on n the buffer(nducing opportun ty for shared No0.. tfOripti:
,:S' �I • ef dnveways)exists, >- O 0
P P' i1 Q� 11R``r/� 2.buffer si nce is no more than 60 feet wide 11], W O
CPT 8" CABC '� % / P I' ` 3 buffer d sturbance s no more than 6 000 square feet'n area ) •C
'ZL CUT ` 7A4 / I I 4 the er veway crosses the buffer at an angle as close to 90 degrees as possible W OFILL (and not less than 60 degrees) Y LL
—� `� J0 + (an dnot les tha n6 exceed a 21(horzontal to ver[cal)rat o(br tlg ng Qz CT
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RESIDENTIAL STREETS ] I', "; 2gam` i ' f N a/orraja�tlgwallsmaybeusedtomeettheandtheaewmancewidth Z ��TYPICAL CROSS SECTION 'ter=� � /, �firf,
6.allculve saredesignedandconstru edforthe25yearstormeventoras TT Q`ro' V . l B. •,0N:.-Ft / IVe` ♦k1 . 1 otherwise required by Wake County EnvironmentalServices =O11 ` Y b'. -P .380888 1..H880 11•� �` zNTS , `` � pns2o 0882a / CD 0,
l �1 Vr y� / � p, Road cross ngs(publ c or pr vale roads)prov ded z
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q / 1 no alternatve to ther locaton nthe buffer exsts Wp,VAR. s' e' s' IA s • `\\'��� �� _ / 2 buffer tl sturbance does not extend beyond the requred rightof-way or easementI z �'�o��+ -- I wdth or nn case more than 90 feetwdePAVEMENT SHOULDER -'N,ii�[. `� 1 \ 4 -A,
! I o s s p^WIDTH WIDTH •` / 1�j � Y/ U � �" �� f�� r 1 3 buffer disturbance s no more than 9 000 square feet In area CD (Y�
Sqo J/Jf,♦� : G2126 S EEr L "'�� „ CStl R` �i` �1 not less than 60 degrees)' C
OR +16y IN# 'l±] I' OD • �{ //25000-!� � ,� ` ! II �\ Ssde slopes do not exceeda2'.l horzontal'.vert cal rato(brdg ng and/orretaining 0
'� / .. `�SI' - +�` �� i I \ - walls may be used to meet this and the dsturbance width standard).and El
f 6 all culveds are designed and constructed for the 25year storm event or as
OR _. ,,Iiilltgl,�,G �r�j ` , •,I,)t, ,41 '• � olhenvise required by Wake County Environmental Servlces.
SHOULDER SECTION , /A' i �✓fL �, ,7 „,U�- �• I 1 . ,,1\
_ N FOR REVIEW ONLY-
I 1 JI DRUG O. NOT FOR CONSTRUCTION
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DRIVEWAY TURNOUT GRADES � ��� ,�/��� —, _ rl��$3: � �• ��� P a T62: ao-
Pii i R-30 PLAN IS SUBJECT TO REVISIONS DURING
/ '!(�i,� Z �1 `\ tl ARM
//��► sI�•..`0�tio.DD ^`"�ii/ _r: �e. ^y ` THE CONSTRUCTION APPROVAL PROCESS (--r) V)
_ 1///' �i. PUBL •ls tC, /24]04 2 \\ A. `? � RE HS•.
� QR W E \\ O' ILIA' �1 \ _1�
� _ DISCONNECTED IMPERVIOUS SURFACE fi �-• I a 878 F��•
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SHALL NOT BE PIPED TO A SWALE OR t'1,11. ` 1 - k ^,� ��I�`IM �(� �.• SITE DATA-TOTAL
LOW POINT ON SITE. Vier �\ 11 �h��III
�1' / ,,� U '�y, / , •r ,',��� :� ,.Io, 1 '.� �1' I _ SUBDIVISION #PLG-986-2018j � � Vr'. r. ERMAsaA. „�T � �,� t 4 ( - TOTAL TRACT SIZE = 90.25 AC. (3,931,290 S.F.)
• • NOTE: N �. ' S, r Y -'F. V� �� Q Q
/(, O - TOTAL NO LOTS ALLOWED = 90.25 X 1.45 = 130 LOTS
• SUBDIVISION IS LOCATED IN CLOSE V � / fir , 1' p-,. ( rt \��� �)pi.1 11r� ��� 'Q w
• PROXIMITY, DIRECTLY ACROSS THE - awl �, % \VV�y�2• / ,�� ,� - TOTAL NO LOTS 61 a
• •` NEUSE RIVER FROM THE CITY OF :A14 :t 'P'. w , •"':„. r/'►�1 , /� - OPEN SPACE REQUIRED - 9,03 AC.(10% OF TRACT)
RALEIGH'S NEUSE RIVER RESOURCE / ����� Z lE � L' ) �"�x_.>J� III�I'�`��� •• t�� / - TOTAL OPEN SPACE PROVIDED = 41.95 AC.
• i, RECOVERY FACILITY (WASTEWATER ► ��� � �� r f ,, ��� I� °•;�' - AVERAGE LOT SIZE = 0.70 AC. (30,263 S.F.)
-. �/ / �p - LINEAR FEET SIZE
STREET =AC. ( LE oe
PLANT) AND THE WAKE COUNTY/CITY `y �t‘rt''''1141,7474-7,77:7144—P)mq°1-
,� /� �,I1 �� ,�� O a3�OF RALEIGH JOINT LAW ENFORCEMENT 7�►• '� ,- 30 �. �: - IMPERVIOUS IN STREET = 237 AC. (103,220 S.F.) pg = c7i0 3 SaTRAINING FACILITIES. ODORS AND B _ � �• �� � ,13r 24,a85 ),��e r ! ��� ' - - IMPERVIOUS IN LOTS = 8.40 AC, (366,000 S,F.)�F. NOISES ASSOCIATED WITH THESE p° .Po - '- ' v , *ifa.y'��0 �' "'' 2878)�S� b� - IMPERVIOUS KIOSK ESM'T = 0.01 AC. (435 S.F.) ��� 3x3� 3Model 15)O(F)CBU • .,.e ,e ....V// II �"� • �2aa• 'O •♦, '� 6 / rcorcFACILITIES WILL OCCUR AS PREVAILING ., ,1 • �� a /�"� - II ,�, / - IMPERVIOUS WELL ACCESS AND ESM'T = 0.25 AC. (10,890 S.F.) - o c-s c.
WIND CONDITIONS WILL FACILITATE i �" ii5 � ����`�� - A• ' .._ 4• '�� i. - TOTAL IMPERVIOUS = 11.03 AC. (480,545 S.F.) a�
16-Box Unit TRANSPORT. °4II r 4+Z 28 \ �� v�- 'a + - AREA OF STREETS - 5.92 AC.
„rII �'� ,1 �� 28,,, a`�' �I f/A(���,S ® - PIN # nsz-to-s646, nsz-n-1z61, nsz-11-a3v\ ��` ` � V7 lie ` f, L � V
y�• - MINIMUM LOT SIZE = 12,000 S.F.
�� V _ - MINIMUM LOT WIDTH = 60'
e"sE".,.,.rEr - --1-----f--N.— �� •%'�-.ter � .zs zss sf \� / �� - ZONED R-30
_ __ - TOTAL DISTURBED AREA - 9,9 AC,
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NOW OF...
\\� �� - � 0 - % IMPERVIOUS 12.2
\ O �4 \� _ -��y'® ,�L 4. ;y - SETBACKS = FRONT 15'
T . \11 4 �'% �d '� es W,.y ®•..- '// ..�• Apir RI EAR 515' Z
W 0 V� 42,
\ yB® // CORNER = 15'.....,0...,.. kil W
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A, � J,ca,.ore u"a . P. �:•NENT OPEN SPACE
rrFn,vewuri--�wt00-""T""c"'"` ) - CO =ATION OF NATURAw". w". wa ca+r .w _ . A : 40.54 ACRES '.•' NOTES: z
ceu access wov.e.ol LEGEND ® -PRESENT LAND USE IS VACANT,WOODED AND FALLOW. O
PSNC ENERGY GAS PIPE t LLJ (n-STREETS WILL HAVE A 50'RNJ. OT-030 EASEMENT Z tY• -ALL RADII AT STREET INTERSECTIONS ARE 25'CLASS , , / -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA = z Q50' RIGHT-OF-WAY EASEMENT � DEPARTMENTOFTRANSPORTATION STANDARDS Q mnn'uou,z �. Illt ���� -WATER SYSTEM WILL BE COMMUNITY WATER SYSTEM. O 1
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ly -SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS. Z a
$ i I /cw Wizz 25'TEMPORARY CONST IIIRUCTION EASEMENT I �` G, 4 -ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED w U)
o 9 Z,////// ��/ \\\� WITH DURING CONSTRUCTION Cl) S H
-ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH O
Nw: EXISTING PENDING CONDEMNATION DURING CONSTRUCTION w
ACTION BY PSNC GAS LINE -ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED < Q
TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
:rWA id.°T Poe°s Pto o"o."o MNT" M"o"c:",,,..., (PSNC OF NC, INC. V. , • I �'
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-DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
WAKE COUNTY FILE N0. 18 = J
rlouRE tDRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
002062). A LETTER FROM PS Tr,�_ � y. � �� CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT,AFTER � U
CBU PLACEMENT WR SHOULDER SECTION RESIDENTIAL LOCAL AND_ BE REQUIRED FOR ANY M"'-cV MEN •
200
COLLECTOR sueDIYISION srxEErs -. SUCH AREAS CAN:copETERMINED AND HAVE BEEN FIELDVERIFIEDWITHIN THE GAS EASEME RIO' TO `' ., -BOUNDARY INFORTION TAKEN FROM WAKE COUNTY GIS. /�/APPROVAL OF CONSTRUCTI N PLAN . %-•° L.L-FLOOD STUDIES W BE REQUIRED FOR ROAD CONSTRUCTION
IIIIIIl1ti� ,--�_ :s7 lige., AP ALE -THEHOMEOWNERSSOCIATIONWILL BERESPONSIBLEFORMAINTENANCE•
4.` OFTHEOPENSES INTHISDEVELOPMENT.
^ - _ -PROTECTEDTREE BE LOCATED AT TIME OF CONSTRUCTION PLANS AND
LEGEND r � � AVOIDED OR REPLACED PER WAKE COUNTY UDO.
6,000 SF =MAXIMUM IMPERVIOUS ALLOWED -NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUYDOWN
MINIMUM BUILDING SETBACKS ( IN FEET) RECEIPT OBTAINED PRIOR TO CONSTRUCTION.
NOTE: 1 inch= 200 ft. -OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION.
'V ' -FRONT=15'(SEE NOTE) BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN*,THE BUILDER -PROPERTY IS LOCATED IN THE BLACK CREEK WATERSHED.
HATCH AREA DENOTES FLOOD HAZARD SOIL -SIDE=5'(SEE NOTE) MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY DEVELOPER
ANDEGINEER,ARCHITECT AND/OR SURVEYORARVI LAVANI -ROADS AND INTERSECTIONS TO COMPLY WITH ALL NCDOT REQUIREMENTS.
AS PER WAKE COUNTY SOIL SURVEY IMPERVIOUS CALOCULATIONS MANAGEMENT -REAR=15'(SEE NOTE) (AS A PROPRIATE)M SIT CERTIFY TIHAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. -APPROVAL AND A TREE SURVEY IS REQUIRED PRIOR TO ANY ACTIVITY AND/OR
-CORNER=15'(SEE NOTE) 108 HEMINGWAY FOREST PLACE DRAWING
IMPERVIOUS AREA PER LOT TO BE LIMITED TEl6 000 S F THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE RALEIGH,NC 27607 CONSTRUCTION IN THE TREE AND VEGETATION PROTECTION ZONE.
THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY, NOTE:NO DWELLING SHALL BE LOCATED WITHIN AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT SHEET
30'OF THE PERIMETER OF THIS SUBDIVISION AGENCY(FEMA)100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY
— — 500 YEAR FEMA FLOOD LINE WAKE COUNTY TOOL V1.4 WAS USED FOR ALL STORMWATER CALCULATIONS, REGARDLESS OF THE SETBACKS LISTED ABOVE. WAKE COUNTY AND/OR F.E.M.A. �_L^
—-— 100 YEAR PUMA FLOOD LINE
SUBDIVISION #PLG-986-2018 A.