NCC233163_Site Plan or Location Map_20231023

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- 8- - 20' PAVEMENT �F6,yF6,� - - - ,o Sa rAPPR ,o �,•.Va,\ S Imo--NMLrr`�rn10' CL 10' MARGARET HALL 1=LOYD PROPERTY OS' gyp' � ooF�o000E__,Iq.PB,Fr. 2"59.5B ,D.B.000261 PAGE 00-E- LIM _ LO:,B.R�- `` OrnOvllncncnvTInrn•
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-`"_ +'P PIN 0637-71-2692 - - • % BY OWNER 1f1°•m441�Wa O ? zMt�z z� w�tveaR. - - -. eRrT _ Bi'515 R/w _ \ 'S• ml R/ _ L -
....:.. �::: '1% - - .._ � �� 00000Eo0029.63 AC. 35 4© ° 4 Z
H.. �� 100YR FLOODPLAIN ° \° W �•Wi�� (7 _U U U U U::=
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F CUT - /.._.. .-\ ! o<P.RD,a: CO P.K„M "° c/ 000000 o 00FILL =FLOODwAYN.a P.w.aT oRw a P.°O,R Po'•M,"°r'�.� e1 c�c1 c1 c�c�cT
RESIDENTIAL STREETS �'w R w EXISTING ROAD R w 22. M F55,� °� SITE pU CAN w
Mill TYPICAL CROSS SECTION •
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- / ''��f _. - 1pOpk aaaarL rL En�1� \\\ RECOMMENDED ROAD CONNECTION RD,
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1• l Model 1570(F)CBU STOP CONDITION Z''NMa,i:o��mo
cL RAN
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.,,.'.r.R. ,, NOTE. .� • • '• • •..- / m • . \ 16-Box Unit 5 4 n SEAL ,:u
„•ABC " PROPOSED BRIDGE UNDER SEPARATE PERMIT #CBER 103079-2023.E / ,� \ 2 •;�/`°° ,,`��N �ARo��'•.,
T s9sB suPERPAVEASPHALT KIOSK AND WELL HOUSE TO HAVE SEPARATE PERMITS ! / // A� \ �Q "I \ Y\ e c�Or� l@`y'"',•'!q�;
AND MUST OBTAIN PRIOR TO COMMENCING CONSTRUCTION. I rQ r
SECTION aA /- - 1 - _ -�''�- - // \ Vg�111` _ _ '1, "\' \ \ - _ -J VICINITY MAP :� i2�4 1I-_
SYMMETRICAL CUL-DE-SAC / \ 100' RIVER RIPARIAN\ •Ez._
/ / 1 �7 BUFFER MEASURED 5 / ,.�, �u�w"."a:°,o.,«.,�,o�o,...Ra.°o.P o..�:,P�°. �,=o�°F,�:•�,,, h .•
WITH 126'RNV RADIUS / i / \N\ I�,r` 1r - __""- FIGURE
1L0.000S = MAXIMUM IMPERVIOUS ALLOWED �'/A' •: ��I�
NO CURB AND GUTTER I �/: T q �.•, 'I"1'oa w,om,t"o.;°M.M„M�•a,=",.,, "..,,,w, 'kp .•
NTS / �' - - - - 20'PUBLIC �i• `I ` T FROM TOP OF BANK 0 - ! ���/!!,.
/ i DRAINAGE& N \ L /
kle
,/ ` - II ACCESS ESMT \ , - 1 i_ _ _ \EACH SIDE J • CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIALCAL ANDb� 2023
/ I `/` Q/_ / /. 20'PERMANE T 41 / \ / COLI,:CTOR SUBDIVISION STREET - - FLOOD HAZARD SOILS l
P / - -/ - /- / ID f CONST.ANB �n _ _ _ _ r( / MAINTENAN B'ESM'T OH \ �I �'
/, /
J/�%///��� //�\ NEw WETLAND AREA q,
�. I / "i�j"' ,q�J/J/ I O I 48,079 S.F. \ /C\- - ; .. PROPERTY- e - _ \ -- _ - - - - - - y- ._
MIA=10,00E SF. /� LIN i '
1 Ei i'\'` VAR. 6' 6' S' O
/ BEVCE: F ` 1` ` • ^ PAVEMENT SHOULDER
.� /fi"�30,265 S.F. I I \ `• 1 '4/ \ / WIDTH WIDTH - OPEN SPACE I I�
// -/7 / I Ill MIA=,O.000 SF. �y'' / `c - -1 - ` ` 4. `',` \'' / q• L , W O
CD
/1 - J __ �,-. / O \ t\\! T7/
/ /- - - - ; _ WIDTOWOL��v .� / ; OR 4 \ ) \ Bn/r /� ) RAINAGE& •� 31,234 S.F. j r °Y - / Y l 1 O ACCESS MIA=10,0S0SF / - -J-Mil100' RIVER RIPA• •N Yii' / / _< \ '�,5, SHOULDER SECTION = SOO YEAR FLOODPLAIN v1 zU
BUFFER MEASUR # 50' / / '% ` Y V
/ _ I 1 / I/ 41,001 S.F. �, / • • �/� �'f� DRIVEWAY TURNOUT GRADES = FLOOD WAY
FROM TOP OF :.'DQK ON _ _ / / MIA=1Q000 SF. / /(\ \ f-/_ ( PERMANENT \•...• a. 8 z Q`
O= B'-.--•e- �C'H SIDE ' / 6 �� V OPEN SPACE Q
/ 20'TEMPORARV
/ I ACCESS a / / \ O / /� R PROPSED USE:- \_ - ssj Ci2 _ CD (3z m
4° / MAINTENANCE / rr
EASEME.r �{ 30,086 S.F. / I 1R1 GQNSERVATION OF \
S. _ / / __ , O \ w MIA=IO,000SF. �j \ \ f�ATUF2ALAR�AS e h'�°� SITE DATA-TOTAL
3'S95B SUPERPAVE ASPHALT ABC
_ / / 159' 11 `' d \ 1` �23.Z1 AC. 2N 1. / W �.�m
/ /- `/ \ / \14 ��1 SUBDIVISION#PLG 001688 2019 r W .-
SECTION SECTION. ____-' i' / $/ \ 28,935 S.F. \/ / \ \ - -1 - _ - - / TOTAL TRACT SIZE 68 85 AC fL z
SYMMETRICAL CUL-DE-SAC f/ 4$( /'. / \ MIA=10,00E S� / O ` Vrl \ \ -1 \\\ \ •\ \ 'C•O°/ TOTAL NO LOTS ALLOWED 74 LOTS l z
WITH 100'RNV RADIUS / 20'DRAINAG / / ,A" 5 /\ TTT \ ; \ -TOTAL OPEN SPACE REQUIRED(10%)=6.89 AC. W C
ic
NO CURB AND GUTTER F EASEMENT / \ / / /\ -- \ \1 `,` _ �pEDICATION - - - \ 3S -TOTAL OPEN SPACE PROVIDED=30.05 AC. o
NTS ` / -' _ - / I 1 2 / 1. 0. \ \ 34,447 S.F. / \ _ I \ \ \ \ -TOTAL NO.LOTS=42 a
\/ MIA=10,000 SF. /
>./ • • • '' ' / ,-/ 36,157 S.F. \ /81GHT \ /d: \ _ ` \'\ -AVERAGE LOT SIZE=0.81 AC.(35,118 S.F.) Oil
_ MIA=10,00E SF. / TRIANGLE N/� 50' REE 8/ / Y - - - / -,Ao� \,., \ j \ L \\ - \ • VEGE7T,�TIOtJ `\\ �� -LINEAR FEET OF STREET= 4,265 L( )//^ \ `I' .1 TION 20NE \\ -IMPERVIOUS IN STREET 2 05 AC.89,298 S.F.J \ T 4 \\\ -IMPERVIOUS IN LOTS=9.84 AC.(420,000 S.F.) -
-\. \ '1 \ O 1.. \ �" PROP SED \ ( )
/ - - - - -/ • I- - /..-- - - b\�� -01. ® 41 / \/ / 31 /\ ,� / +ry. ; \ ` ry \ \\ -IMPERVIOUS IN KIOSK=0.02 AC.870 S.F. w __
F/ _f \ 13 ^ w- 32,337 S.F. / - '1' MEN� \ -IMPERVIOUS IN WELL 6 AND 8=0.30 AC.(13,068 S.F.) L
MIA=IO,000 BF. / \ `x�f- \ - n M
/ i
/ i^ / \ / 33,99E F. 4 >� \ - - ��,, - \ \ EXISTING -TOTALIMPERVIOUS12.01 AC.(523,236 S.F.)
L � I X30,446S.F. MIA=10,00ESF. / \ �F \� ( _ AREA OF STREETS 4 95 AC. _ `MIA=10,00E SF. L�. ��-�� ---A J 1 71/
� / T "'���'\ /� \ ray n• � / 3 // / \ • ( �\ _ _ \_ ...... -PIN#PORTION OF 0837-71-2692 =_
�� •••`` \ / i �„ ;b •�' 0 / s 4 { I , 'x70.4r o� %44,� --- -MINIMUM LOT SIZE 20,00E SF.
Al 1 \ ....7 \ \/ 32 \ / \� -MINIMUM LOT WIDTH-75'
®� <� ` 14 / 0 ,�- MAO100008� / L Ii E R-230 0 TRI NG 1. -ZONED R-40
1 Y 20'PUBLIC ,, s, - F./ / \ 0 .f4/ \- .
• 1 / 1` DRAINAGE m \ 27,825 S.F. / 30,155 S.F. •�• - ,• f 346 - 7 j',' '� 6"' - _ -TOTAL DISTURBED AREA=11.2 AC.
it /� / \ ":1
: l,SMT ,( \ MIA=10,00E SF. / ',�'7 "�` \ MIA=,0,00E SF. / /\� 'i \ // O // ' \ / �1- Ilk, is is
I / O'PUeUC i l� \ � • e a / J \ •` /• .� / RE -S SETBACKS
= FRONT
'.� DRAINAGE& \ ; • ` -SETBACKS= FRONT 15'
�•I PC ESSESMT.. �.a A 0 \ V C 30 /7' \•.,G \. 1 \ • • .o WO \ 1 REAR N
`\ 15 \ \s\ / p / /y O rr / \ SIDE=75
/d / 33,377 S.F. L L WEAR HAv
MIA=10,000 SF.
`.6:4.. 33,804 S.F. v / / .w / / "8- ENT CORNER\.\\ \ MIA10,00E SF > • 27,225 S.F. / \ / b,- i _ �w
\MIA=10,000 SF. d$ 'I,., A ON 1�10.61' �,
/ 1 45,86E S.F. T4 / \ •/ \\ 1 20 PUBLIC \ \ ` 33 \ MIA=10,00E SF. . �Y - \ \ rc Liz o
. .
i• / / 1 \i / DRAINAGE A. / H/ \ 31.43OF. /\ \ // \ A- �{ �q \ \ \ 3 w
,00vR / °"\ \T "`«< MIT \ J MIA10,000SF. / /s3;\ _ \\ l) �� GRAPHIC SCALE -
` ` ` ` ` ` - 1 -FLOODPCAIN`� 1 I 4; ` / '\ I/ \ / \ /� �i�•I ► O'PERMANENT i c�i :
500 VR / \\7 O'x70' / �d��\ - , CONST.AND a w a a
PLOOBPLAIN T1 / /SIGHT 29 \ �j 2$BT- V� I AINTENANCE�SM'T 1, - J m3
T TRIANGL JA�1111 1 20 PERMANENT- / / I ��-�e 20S,F. / \ /� 1j lit // ,a,`n o s a I
I■ 1
ff CONST AND ::I \,`d 11000•77'
\ MIA=10,000 SF. 34 \g. RMAN
IAINTENANCE ESMT 37 I• ' \
\ ` / n h FEET)
/ 28 >/\ O // OPEN PTA1 L ch- WO ft.
1 I49,979S.F. �N \ 30,682 S.F. AJ 29,655 S.F. // �z r
MIA=10,00E SF. \ MIA=10,00E SF. �. MIA=10,00E SF.l ` r
1 \ / \ / 35 �� Mir ----- STORMWATER CONTROL AND MANAGEMENT
1` MFFE / \ / KIOSK S89°39',OSNW IMPERVIOUS CALCULATIONS
I ( ��� � S\/ -310.94' \ 30,146 S.F. LOCATION 10'x70' PUBLIC
�) / ,�/^�� \ 00 YEARHW \\ // ^ \ �/ MIA=10,00E SF. / 36 II SIGHT DRAINAGE / IMPERVIOUS AREA PER LOT TO BE LIMITED TO BU.000 b.H.
EASEMENT \ �• S� v/\ TRIANGLE EASEMENT I THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY. CV
I / �a\ •! ELEVATION=309.94' �/ 27 // // 34,368 S.F. II WAKE COUNTY TOOL V2.2 WAS USED FOR ALL STORMWATER CALCULATIONS.
i.
N/ I \ / 1 I /j^ ` \ MIA=I O000 SF.
WATSON-'ICOCK-LLG - I- - - I. •-/ I \ 1 6 / \ 30,247 S.F. \ -ii, l I
D B.849 PAGE 1412 •) ,d4, 1 I L. 0 / \ • n* \MIA=10,00o SF. / -/L _ _I I 20'PUBLIC/III NOTE:
` PIN#6...6=29T 8369 - I ` - . ./,. \I \ 38,537 S.F.. / .• *, // 1/ zo1' DRAINAGE I BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN * , THE BUILDER
/ 2o'TeMPORARo \\\ ``1 MIA=,o,000 SF \ EASEMENT MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY _
I- Access& MFFE n \/ \ ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR T
�I / J MAINTENANCE > / =3,os4' I.
` ; iO-\ // / \�/ 26 // li 8 a (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. 1^ Q z Z
EASEMENT \ \ THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE CI- Q
J PERMANENT \ 1\ 1 1 7 \ . 32,99E S.F. AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMEN I z Q
OPEN SPA \\ ,/ 38 1 \ / 0 s� MIA=,O.000 sF. / AGENCY(FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY J
I / 1 O " 1 / 38,923 S.F. // •,``�A•' WAKE COUNTY AND/OR F.E.M.A. O a
PROPSE SE: I 32992S.F. Mv.=1o,000SF. ' 25
�// CONSERVATION OF - \ MIA=,0,00E SF. 1 �4 O 24 $M LLI . w
\ 1 0ce
N F NOTES:
/ - NATU L AREAS .a \ \ I 1 // 87•\ / 31,346 S.F. I I 25'TREE 8 VEGETATION / LLI F Q
�oy,J / \ 1 \/ v MIA=,O,000 BF. 37'191 S'F' PROTECTION ZONE JOHN F BURT _
/ • 23.]/1AC. ' \\ I I \\ 18 /�\ ` MIA=IO,000 SF. If D.B.14545 PAGE 2108 - PRESENT LAND USE IS VACANT, WOODED AND FALLOW. o m
II Ill\ \72y, \ _ PIN#0636-89-2138 - STREETS WILL HAVE A 50'R/W. _ z
- ALL RADII AT STREET INTERSECTIONS ARE 25' V
55,83E S.F. // \ 26.- J L _ F z (n
/J �� z0'PUBL1 `/� // MIA=1 o,000 SF. ,7gy - ALL STREETS WILL BE PRIVATE z
• ,�// \ 39 DRAINAGE& L 1`` / O
/ ° \ CCESS ESMT 1 ` �� >� - - - WATER SYSTEM WILL BE COMMUNITY WATER SYSTEM.
II / 31,615 S.F. 1 HAMMERHEAD B�/
/ \ �� r ',•\` /� �' .� TURNAROUND - SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS. L.L 0 (n ILI
II MIA=10,0N SF. ,ze' 19 $ \ w
/// L#T 39L35� / `�--,- , // 0 /f / 100 / w/10'EASEMENT - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED O
-�` BN 785238.59 1,' o - - 35,357 S.F. I 53 WITH DURING CONSTRUCTION 0 (n
• \ - I MIA=10,000 SF. / /'� , - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH I 0 D
20'UTILITV
\\ 40 \ ACCESS ESMT ` `````-} « ,/ 20 /� Iy DURING CONSTRUCTION m J
� ,,'/ \\ 32,383 S.F. / °' I II
- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED 0 0
\ MIA=10,00E SF. / `` -• I \/xg\, 30,189 S.F. / 21 YRO"..-CC.A `•�30'PERIMETER- TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
n - \ MIA=10,00E SF. pRI i E RD. BUILDING SETBACK U
/ \ g, / \\ \ N/ I 22 23 - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS Q
II /,OFFSITE 1� I // 28,479 S.F. O C DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
41 \\ SEPTIC N/ \ MIA=10,000 BF. H CO
0 AREA FOR \ / 35,729 S.F. 29,5765. CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER W
\\ N� / \ 7/ / MIA10,00E SF. MIA=10,0008�.
30,924 S.F. LOT 37 N.
` `` 7\ \> ::I SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
I
\\ \ MIA=10,00E SF. / PERMANEN WEL #8 `\ sue` EMENT DRAINAGE / // - BOUNDARY INFORMATION SURVEYED BY CAWTH ORNE, MOSS&PANCIERA, P.C.
\ OPE SPAC LAT:3505'31.76 44' / II DEVELOPER - THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE
I /� 42 \ /" PRO PRO SED USE: LON:78'52'30.19 ``®` \ 1�, I SANFORD BAILEY OF THE OPEN SPACES IN THIS DEVELOPMENT.
0 67,92E S.F. \\ CON RVATION 0
890E BUD SMITH ROAD - PROTECTED TREES TO BE LOCATED AT TIME OF CONSTRUCTION PLANS AND
MIA=10,00E SF. •
\� NATURAL AREAS N. \\`` _ I I _JJ WAKE FOREST, N.C. 27587 AVOIDED OR REPLACED PER WAKE COUNTY UDO.
--_ _ �/ 4.97 AC. - _ - - _ - - `• ``` - --- --- - - -- _-- - -- - NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUYDOWN
,1:-
193' „T FOR REVIEW ONLY- RECEIPT OBTAINED PRIOR TO CONSTRUCTION.
582' 1724'40 \\ NOT FOR CONSTRUCTION - OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION
3o'PERIMETER- S88°58'26'W 25'TREEB VEGETATION - PROPERTY IS LOCATED IN THE PANTHER BRANCH WATERSHED. DRAWING
BUILDING SETBACK N/F 100' RIVER RIPARIAN PROTECTIONZONE PLAN IS SUBJECT TO REVISIONS DURING SHEET
JOHN F BURT BUFFER MEASURED 50' -^
D.B.14545 PAGE 2108 FROM TOP OF BANK ON THE CONSTRUCTION APPROVAL PROCESS C-3
I•
PIN#0636-89-2138 EACH SIDE
�.7---\ I -SUBDIVISION#PLG-00327E-2021 4
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