NCC242907_Site Plan or Location Map_20240920

SITE DATA-TOTAL
50' RIGHT OF WAY ::1
-
20' PAVEMENT y z f A
P VAR. 6' 8' S'
rs�� CL �r s�t6i PAVEMENT SHOULDER TN 0'TAPER O A/G0mD1H moTH - SUBDIVISION # o O'p10' f 10' e'F - TOTAL TRACT SIZE = 37.54 AC. � oF2F'PER FT. 2" S9.5B 1 4�T ===a - ER = 3.00 AC. pxti mrw�rrb rw. \ T P_ �1sx 'I AREA TO BE RETAINED BY OWN\ �,_� w.1ar#� NET TRACT SIZE 34 54 AC 'Ap__ R/w >aN. �"-lR/w - TOTAL NO. LOTS ALLOWED = 34.54 AC. = 17 LOTS 0oR OPEN SPACE REQUIRED = 6.91 AC.(25%OF TRACT) /R 1^/FT -s \ m000�, $ - TOTAL OPEN SPACE PROVIDED = 14.77 AC. SI� �m �o �U
FILL SHOULDER SECTION ROOF o-F PALEARDIT -a � TOTAL NO TAMAN, . LOTS= 17 PURNELL RD / 5" w
EXISTING ROAD - AVERAGE LOT SIZE = 1.04 AC. (45,277 S.F.) Az r.,5J- 53
RESIDENTIAL STREETS DRIVEWAY TURNOUT GRADES R� Rr LINEAR FEET OF STREET= 1,760 LF
IN TYPICAL CROSS SECTION - EXISTING IMPERVIOUS(TO REMOVED) = 0.03 AC. (1,100 S.F.) as
RECOMMENDED ROAD CONNECTION - IMPERVIOUS IN STREET= 0.83 AC. (36,155 S.F.) v_w
NTS STOP CONDITION - IMPERVIOUS IN LOTS= 3.90 AC. (170,000 S.F.) 5�::.
J
a R/w - IMPERVIOUS IN WELL ACCESS AND WELL= 0.23 AC. (10,000 sf.) m l
s'-4--6',4 /,� - - IMPERVIOUS KIOSK ESM'T= 0.01 AC. (435 S.F.) o ����,,
,� ` ~< - TOTAL IMPERVIOUS = 4.97 AC. (216,590 S.F.) o r S \�`�CARp��'
5 EA
a"ABC •
N �� - AREA OF STREETS= 210 AC. A ;� F$S/ T9%;
2"59.5B SUPERPAVE ASPHALT - PIN #1812-33-1820 �' p _ :Q C•�;
- MINIMUM LOT SIZE = 40,000 S.F. Ao L SEAL
secnoN A-a - MINIMUM LOT WIDTH = 110' Y ;� 22024 '1-
�a� m �PN�e ZONED R BOW VICINITY MAP FN} '6-
SYMMETRICAL CUL-DE-SAC zw`m^ �om`%m - o C - TOTAL DISTURBED AREA= 7.0 AC.
WITH NO CURB AND GUTTER �oaa `C oo4. up A555' - %IMPERVIOUS = 14.3 / n'4 'o"
NTS ,y �N n z ,5N - SETBACKS = FRONT= 20' >>,° �/ '07`11-2023
41
�d� -viN � zaz�m ���viN xFvi o,_ RI EAR_105 oorn<o vxiaa�mmm
N/F �'-'ornm -a x5 O1ro Y�mz m
~ f CORNER = 20' � Nt°m
CHARLES R.JORDING& �O1^ye aEadM ,o�� �
PAMEILA H.JORDING m�z oFm*z (aroma aQaa ,o
D.B.7483,PG.897 ?soma z�z:�� o� a _ _ mm L<a3 i.,,,
m B.M.1995,PG.686 1B:F2 a woo to
u,NiO iDm °am
PIN#1812-35-5081 0� _ /DAVID S.N/F
& zsYNmE 0,4 00 TOO
EIP 1.31' Q Y ai z MELISSA A.DETWILER o Q Q a o`a"m m
SOUTH OF 50' TREE & VEGETATION 60'WATER SUPPLY a D.B.11995,PC.6284 aom z as oro0 O o
• °� B.M.1995,PG.686 I ZN3 _NN I.,J
PROP RTY WATERSHED BUFFER PIN#1812-33-5068 j.6m°- O
i•NER PROTECTION ZONE / MEASURED 30'FROM 100'NEUSE RIVER zpzrnm L W O
PP BUFFER MEASURED 50' 100'WATER SUPPLY `1
TOP OF BANK ON EACH 30' PERMETE' 25' TREE & VEGETATION •0'WATER SUPPLY °'= r� pl�-�
/.aa S�1'S2'35"W 434.92' EIP op FROM TOP OF BANK ON11166.
WATERSHED BUFFER ATERSHED BUFFER O Q N
@IJ 226 /1 SIDE ia8.t 3' �p 33o.a1' EIP BUILDING SETBAC PROTECTION ZONE 1r
rT- ' U 7. U /-1 296.77' EIP EACH SIDE MEASURED 0'FROM MEASURED 50'FROM ��oma z O O
1 1 - - -.- _ -.- - :4=5:,
.- - - - - - �_ - - -22.08' EIP •206' 1.62' SDEOF B• K ON EACH/�� W O�
1 282 1906' 160 U �1 EIP TOP OF BANK ON EACH `20'PUBLIC I _ _ �`�� SIDE0•. 9' EIP- - 613 OIR�WADDEDCA TOESMTOIII , DRAINAGE / . J- z U•PEN SPA I � 41,898 SF. I 45 SF. ' �, ' I 4I I I I I I I 8 - ESMT100'NEUSE RfVER QPNSPAC y h �r�� Q �IBUFFERMEAURED50' P OOSED UE: � Jfp �s u-1FROMTOP O BANK ONCONSERVATONOF
(141,187S.F.) MIA=10,000 SF.MFFEIM ,000 SF. O O ' /
3.24 AC. WETLAND 61 I I ¢O,I OOjoSooF. I ?QI - II • EACHSIDE OFFSITE Q =O O=310.2 0440,100SF. 40,315SE NATURAL ARESIII100YEARH/ 20'PUBLICMIA=1O,o SF. IOO $F. / SEPTIC87 - 04
DRAINAGE& MI0,000 SF. 40,100 SF. MIA=10,000 SF--.,
. MIA=10,000 SF. /MFFE WELL#1EASEMENACCESS ESMTjI it1 k \ � LOTB8. AC. /'� Iz �z p�40,100SF. I 2o'PuguC11� �. AREA (386,594 S.F) J r,I �/ ELEVATI I IMIA=10,000SF.IMIA=10,000SF.IIDRAINAG1 � ' I / � ��=310.26' (�i =309.2' �TY62126PPS � / \ '3e ,/�/+ w "�'�,o�
T..
I a access 6 :F 19T �pR7V'UO �W s9' \\ �)� i� SEPTIC j 5 z o
20'TEMPORARY
ESMT '• '` '�+:/°' A / AREA / I [1 '
I I I ACCESS& �1� � � y 9 Ni,
\ - 500 YEAR FEMA
MAINTENANCE KIOSK 1 20q'� �I L- \I � J 124 \ � FLOODPLAIN W C
EASEMENT LO ATION
DRAINAGE& 75' 64,709 SF. � \ I FLOOD / �
`0S . � IA / � m�tf
1T � OI Ni ' BL26 xao I �IASEMENT � / / \ ♦ DRAINAGE& \ N¢NN
�I 188' .: \ACCESS ESMT 1 5 I I 14 I I 1 O 30'PUBLIC) l / �/ � �'"^`_° �-l\ \\ DRAINAGE 8
_ � � I I ACCESS ESMT / � 100 YEAR FMA � - 0'PUBLIC i��� w _
\ \ 40,100 SF. ' I I I I 11 / /'/ FLOODPL N / DRAINAGE J of z
�- O'SHARED DRIVEWAY,-I I \ > MIA=10,000 SF. I I O / / M X .1 ESM'T o o
ao,oas SF.
ss, ss sF. / /-_/// ��
'J PUBLIC DRAINAGE s• MIA=1Q000 SF. 13 I I 12 I I I MIA10,000 SF. / / /
L.i, • �f, 8ACCESS ESMT20'PERMANENT I O � / �l// ��/ Q\\ t7;1��, •• '� I ' CONST.AND 40,100 SF. I ^ \ 4., / l�� -�� �1 _i
�i� - !�' r- '• ti = I I I \-\\_ I 40,100 SF.I I 40,100 SF.I i9{ / �/ ti / P P LOCA ED\ _J L MAINTENANCE ESMT I MIA= u MIA= MIA / EIP / 11.9'WES OF
PP L9 v1 10,000SF. » \` gV rI 17I O I � - = ts\ I $ 10,000 SF. I °l 10,000 SF. I°�' I II / - �J�F X ' / OPERTY NE
� 6 O.,y, s '( e )?. 'Pv 20'PERMANENT \ / •E, �� II�
• `''/, EANTO 47,544 SF. �1 \) / CONST.ANDr V \ / DEVICE / 4� t //{/��Q / / OO B LYNA,N/F
',Thor.i._._
h, ,, I I 2.. I \ \ \ III I IM,AINTEN ANCE ESMT #3 / / / / P/N#,8,2 SPGRRZs/✓R.
52,767 SF MIA DEVICE \ ,VI2o'PUBLI
w' MIA IIO,000 SF. \ #2 •iP DRAINAGE I l� �/ EI��_ 22� 65�%®• I1 IDEVICE \ ESMT J� L-9 ,ip� \ E625610,000 SF. -��- _ �s,':'I DDIf N/F_ ��►� 0 PERMANEN #1 \ ` ) I! _ -�� :/. /���j//�, / MAR 0 P
a, I CONST AND 1 -_I' _ _ - t1// "'�/ G.BC 6RfT M RP Of& t�
� 1 - MAII NANCE ESMT i - J ,A , -� 1 103' 70' 142' ,J?:EIP 129 200'WATER SUPPLY /` /.� 02'101ft
+CM�Y1\/ PAN#782�22`�S6UE ��mz 3 �F
17, WATERSHED BUFFER / \ ` �/� / WATER SUPPLY WATERSHED BUFFER CROSSING W
wI / 110 `% EIP 1463.04' ' �,, WETL•ND MEASURED 100'FROM / A / Driveway crossings that access single-famiy dwellings,provided:
�'~" �a G
I `J "��%"� EIP ��K 100'WATER SUPPLY s'WD3 N.
TOP of BANK ON EACH �' 600�
z i N2.10'10 26"W N 02'10'10"W 25' TREE & VEGETATION // w Q o 3 3 z a
�� �\ �L WATERSHED BUFFER SIDE j/ +/+ Z� The use of single driveways for multiple lots may be necessary_ a a a'
� EIP J U PROTECTION ZON ( ✓ ��3
El: TORREY LAN MEASURED 50'FROM (/ //� / q,1�f-S ,>,,/F i.no alternative totheir bcation inthe buffer(inclutling opportunity forshared
D I N(F 1NC ` TOP Qj/IBANK ON EACH 00'NEUSE RIVER 30' PERI- TER- I - - ' / & U C C driveways)ezists;n-I HOMES ANTIERE DEVELOPMENTS,L§t@E BUFFER MEASURED 50 BUILDI ' SETBACKN/F
O.B Rq CgNDO 2.bufter disturbance is no more than 60 feet wide[i[;W ITEAFTp59.P�'�g4� BM.12021,PG.184$BRASWELLFCUSTOM 11OMES INC FROM TOP SDE OF BANK ON \ UNITED
D.B551TES OF.38ERICA \ I ,�j / PlN'#IBIz?"CCg64003.betlr'rveway crosses the nce is no ore the ann angle00 oere feet in area;
to90 tlegreesaspossible
1 PIN i1 g12_24 j825 a PIN#1812-24-51410.8.H8898,PG.428 \ N/F \ 1PIN#1802-01-5192 / // ( ?SS4? S.sideoslopest less ttlonno�ex Breda2't(horizontal to vertical)ratio(bridgingI zZvw P B.M. 2021,PG.1847 I CANTIERE DEVELOPMENTS,LLC1 1 "' / andor retaining walls may be usetl to mestthis and the disturbance vndfh
PIN 1812-24-7315 I D.B.17981,PG. 2668 I/ / standartl;and
m j # \ B.M. 2021,PG.1847I -III /111.11111.:-)
// 6.all culverts are designed and constructed far the 25-year storm event or as
0 N a ` PIN#1812-24-5141 .. .. f` . / / otherwise required by Wake County Environmental Services
I z'Lom / / J / Road crossings(public or t roads),provided: /1
o m + I + I +I I I I /-_/ gs(pu private rca ),provi
i U o / 1.buffer
alternative to their location in the buffer the r;
2.bufter disturbance does not extend beyond the required right-of-way or easement
m a / vridth,or in no case is more than 90 feet wide; 11
/ 3.buffer disturbance is no more than 9,000 square feet in area;
4.the road crosses the buffer at an angle as close to 90 degrees as possible and
EDGE°r TRAVEL LANE not less than 60 degrees); z
/ 5.side slopes do not exceed a 2:1 horizontal:vertical ratio(bridging and/or retaining 11 Q
walls may be used to meet this antl the tlisturbance width standard);and O
/ 6.all culverts are designed and constructed far the 25-year storm event or as
R
\ I otherwise required by Wake County Environmental Services. NO�/ U)
0 HIH-
p NOTES: CY- z
i
W 11/1
W - PRESENT LAND USE IS SINGLE FAMILY, VACANT, WOODED AND FALLOW. 6 Q m
EOGE OF TRAVEL,I4E xw,rr°PWAY muTw.va ,00 a so mo zoo boo - STREETS WILL HAVE A 50' REC d
GRAPHIC SCALE - ALL RADII AT STREETILL INTERSECTIONS ARE 25'
�A�,a."A - ALL STREETS WILL BE PRIVATE. Z Li
eHT"srial gl - WATER SYSTEM WILL BE COMMUNITY WATER SYSTEM. w c,1
min MN. MN. ceu Elie M) h = II II - SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS. w
�_��-cw,ACCESS w«.P.,ol - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED J LC'
WITH DURING CONSTRUCTION Q
W.
' 5
1 inch FEEOTO)ft. - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
„ I n DURING CONSTRUCTION O J
- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL U
BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN , THE BUILDER 5 4 Tu T 3' w r FOR REVIEW ONLY- - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS O Q
MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY M g ' " NOT FOR CONSTRUCTION DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR /cru : CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
(AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. j I v
° PLAN IS SUBJECT TO REVISIONS DURING SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE ,wi • - BOUNDARY INFORMATION SURVEYED BY CAWTHORNE, MOSS&PANCIERA, P.C.
AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT _ / • THE CONSTRUCTION APPROVAL PROCESS _ - THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE
AGENCY(FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY �- \/ .■t •WAKE COUNTY AND/OR F.E.M.A. PAO
,. OF THE OPEN SPACES AND ROADWAY IN THIS DEVELOPMENT.
CONCRETESURVEYOR PPR CW • - PROTECTED TREES TO BE LOCATED AT TIME OF CONSTRUCTION PLANS AND
CAWTHORNE, MOSS & PANCIERA, P.C. ""'3=1,1=0:i°I I°° 55'50 "`°°"°`a°'°m STORMWATER CONTROL AND MANAGEMENT - - AVOWED OR REPLACED PER WAKE COUNTY UDO.
- NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUYDOWN
PROFESSIONAL LAND SURVEYORS, C-1525 sTmoAxos rAuu �e IMPERVIOUS CALCULATIONS - - = FLOOD HAZARD SOILS RECEIPT OBTAINED PRIOR TO CONSTRUCTION.
FIGURE 1 Model 1570(F)CBU IMPERVIOUS AREA PER LOT FOR LOTS 1-17 TO BE LIMITED TO 10.000 S.F.I - OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION. DRAWING 1
333 S. WHITE STREET, P.O. BOX 1253 CBU PLACEMENT FOR SHOULDER SECTION RESIDENDAL LOCAL AND THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY. DEVELOPER - PROPERTY IS LOCATED IN THE FALLS LAKE WATERSHED.
COLLECTOR SUBDIVISION STREETS WAKE COUNTY TOOL V2.2 AND SNAP TOOL V¢.1 WAS USED FOR ALL - APPROVAL AND A TREE SURVEY IS REQUIRED PRIOR TO ANY ACTIVITY AND/OR SHEET
WAKE FOREST N.C., 27588 SANFORD BAILEY CONSTRUCTION IN THE TREE AND VEGETATION PROTECTION ZONE.
16 Box Unit STORMWATER CALCULATIONS. 2721 OXFORD BLUFF DRIVE - LOT 1 WILL NOT HAVE DIRECT ACCESS To PURNELL ROAD. C-3
[phone] _ WAKE FOREST, N.C. 27587
SUBDIVISION # PLG-004195-2022
4