20151049 Ver 1_Site Plan_20151006

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No. Revision
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CK'" W
TOP OF FLANGE BOLT
ELEV.: 386.6
/
tPP --
OPEN SPACE 5
3,927 SF
0.09 AC
20' NCDOT
STORM
EASEMENT
BUFFER 5 - 20' TYPE 'A'
21,647 SF
0.50 AC
uo
WAKE COUNTY BOARD OF
EDUCATION
D.B. 12589. PG. 2392
B.M. 2007, PG. 1151 3
P.I.N.: 0731.01-47-7631
ZONED: RA o
CURRENT USE: SCHOOL
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OPEN SPACE 1
57,707 SF
1.32 AC
PUBLIC
SIDEWALK
EASEMENT
PERMANENT DRAINAGE EASEMENT L
D.B. IMM2. PG. 1914 O
BM 7011. ,-
�� �� w w SCOTT'S MILL SUBDIVISION &
_ - THE GREEN AT SCOTT'S MILL
CURRENT USE: ZONED.
NGLE ~�AMILr RESIDENTW BUFFER 1 - REDUCED 24' TYPE
THOROUGHFARE BUFFER
17,738 SF
OPEN SPACE 6 6' BUFFER REDUCTION
`0.41 AC RCA -IN -LIEU TO BE PROVIDED
GW' 4,239 SF
0.10 AC
M
R3175 _D°� �Q 1 ` ` Q
15' CORNER SIDE m m I r- �! - ^ w ro I
m -
SETBACKTYP I I I I- N = =:
R300' IZi �D
o I I I I 43 I I I I SIDE
SETBACK
42 I I O I 1 44 / 1 45 / 1 TYP
I O I 1 7,487 SFI 1 7,747 SF 7,401 SFI I 0 1 46 / / , / �° ° � PP
1 1 9,218 SF I I 1 7,368 SF / / O / / / �W s 7�oTr3^
I I FRONT) l- - J L- - - J L - -I h / z 71039 SF/ / 47 / / 48 p�RIVA El l° ° 8„ P PP
- _ - _ J o r 7,178 SF �1 / EASEMECE I / AREA OF BUFFER REDUCTION `
, / / / 7 244 SF 4`9 l NT / / / RCA -IN -LIEU TO BE PROVIDED
F . ° / / /
� � ° / / / 140 SF OHE,
/ 7,491 SF / 50 / o.o1AC �OHE,
STOP -
METTAMILL LN
OSED 50' PUBLIC RIW t "�(. / / / / 7,5807 SF / / 51 / 1u SETBA
7
PROP 7,536 SF/ CK TEMPORARY CONSTRUCTION'tY'=•+ r,,,
`.. - j _ N m / / EASEMENT 20" OAK . <'=A 3F" nAK
r '-, r -� r rr ,- m ` ?0' PDE L ° v N �� 1- W5'
/ FRONT I I ID I
R500' I I m / 22" OAK
/_II 31 I I 32 I I 33 1 o I 34 1 I 35 // / /FRONT
w I DAM POE AND WEE,
I 1 1= 1 6,752 SF 1 / 36 / / I 20" OAK D.B. 10509, M 2106
C - 17,068 SF 6,215 SF 6,285 SF IM 1 1 6,534 SF/ / f U, / ` 18" OAK &M. 2003, PC. 1561
C_ 0 I I I I JD t- _ J I / / 6,383 SF/ / 37 / / FRONTi r° ° P.LN.: Z7INYED: RA -6711
58 1 La 0- __j I-- - J L. - �/ / / 7, 2 3 6 S ♦/ / / / �? ,.,, CLIRRENr USE: VACANT
o ° =�( 19° 0� 21 " OAK L tl 19" OAK
U) �� / 7,236 SF / / 39 / l 'l to'sEI BAC y $ 8'P PN K., `! 24 AK
® . 21" OAK I
�I I I I I I 1 / rr / / 6,667 sF/ r` 40 10'
/o r / HOq 21 OAK
1 rn
rn I I I 26 27 1 I 28 / O RET WALL 1 L° / �/ 7,407 SF/
7 284 SF 6,600 SF 6,600 SFI I 7,455 SF / 29 / / 30 / + + + +
' I 1 I I I I / / 6,305 SF/ / O 5 + + + / RET WALL 12
SOP LFRONT L_ _j LJ L - -�! / / 8,117 SF 5.5° + + + + + + + + + +o a.
_ N L T' + + 29" 0 K
FRO /VT LAWN 1 t TIP 26" GUM
4' GRAY MEADOW DR t 13,535 SF .• 27° OAK
PROPOSED 50' PUBLIC RIW z -Y 0.31 AC i ?d 23" POP
m � % 1% �,2z" POP
/ 25 GUM
- _ BUFFER 2 - 10' TYPE'B'
30'PDE1 I F-o �e ` / It 2" P� 4,678 SF
I r FRONT r - - N - - - ,
30'PRIVATE �, 0.11 A� /' � 19" GUM
RNJ I 1 STORM ASE ENT RET ALL 11 `° "I I O �/ - d
601 I OAK ♦ d d�
I I 20 I I 22 I I RET WALL 5 - - ;r tZ
21 I l O I I 23 I I 24 I II EX WETLANDS
N 6,954 SF I 1 7,040 SFI 042 SF - tP ti - - ZI r 19" 0 N 2,084 SF I
1 16,893 SF 1 16,374 SF II I / ZI / �` 6"
I 1 I I V �
J L- - _I - J I I ``} - - L�- - 1.� - / pN pN `?� OAK
L_ - J" RET WALL 4- _ 1� /n h Z1 OAK ' Z1 / ZI
RET WALL 2 �. ti� / 8ZIOAK �� SIAO 1g'�
,v
1 35 •' � 5' o � RCA 1 - - ,�. / j , � 26" OA Z2 � AHM `• � , .z 21 „ OAKZ
L _ J tP/ V, -� (021" TWOAK
BC -BC 78,855 SF ti 22" POP
I'° ti 1.81 AC FUTURE DEVELOPMENT
O®23" OAK
titi ti ti I .- '
:! 18' 236,240 SF �• 18" OAK
5' CONC / _
WALK TYP / �� Zl tQ / 3" OAK 5.42 AC . 20 0
CONTRACTOR TO VERIFY THE
/ 19 OAK c
18 nAK LOCATION OF UNDERGROUND GAS
19 /' � ,:. , 18" OAK
I AV ti \ O TANK AND NOTIFY ENGINEER OF
RET WALL 3 6,324 SF J / 1 G�"G` CONFLICTS PRIOR TO
R300' 9,P� �0 I) �,
1 �� �- . ' 18 \ / ♦ 19" o i! 20" o CONSTRUCTION
ti lI� �!
BMP / 8,205 SF I I ""sF°�"' BUFFER 3 10' TYPE'B'
MAINTENANCE & I RET WALL 7 °�F, ```�� "�
ACCESS I� TFP� �t��� R3as• s I °"` _ _ _ 4,856 SF
CA Fti �P� X. VYO�Q LL HOUSE REMAI
EASEMENT TYP I \ �o�o, f �� 1� / �Q \` 17A/ I i.5° EY " OA 0.11 AC
I�31�5 RET WALL 6 �ry W% 9,449 SF R'S /7 Jdl
'\ r -
FUTURE ASPEN RIVER LANE ti, � TP' `' l� _ - - - - wA�K "� '�S'``° �f i N
PROPOSED 60' PUBLIC R /W�-�
[RCA 2
6,031 SF
0.14 AC \lilt
A W�:,/p
I
OPEN SPACE 2
14,834 SF
0.34 AC
L138
RCA 3
t", e X
L135 1
1 L1?i�
/
/
F- 1
8" PN
1 I � 1 Ln 5 BUFFER 26 10'SETBACK
10'SETBACK h
I 23" PN
16 1 1 15 1 1 14 I I 13 1 f 1 1 ,781 SFI EurtE asN I° I 11 1 1 10 I i 0 1
I I I I 12 1 0.04 AC I I 7,156 SF I RET WALL 10
I O O ��, I I 17,110 SF
6,934 SF TEMPORARY CONSTRUCTION 6,600 SF Ir
°
� 10' H
t 1 1 6,355 SF I b,o48 SF 7,042 Sfj1 - °o RNV _ i6, 846 SF 1 ZLEASEMENr I I I J oA PDE ACRES FAMILY
° _J L _ J I - J hRONT �� °•J 27, FRONT �di �dt L_ - J L .m _ D.B. FARMS. 5W5. LPLC 966
_ Q BC -BC 20'PDE I _ PIN- 0731.11 -76 -1911
ZONED: RA
STOP CURRENT USE: VACANT
WOODALL CRE 'T DRIVE - 0" 19" MPL
RET WALL 8 STO PROPOSED 50' P BLIC R/W
31 4" POP
--
•_ . � 1 .
- - �1 I •T� 10' HOA
026" 23" GUM
?o P d � I- 24 HK
s'sIDE I
GUM
\ 1 I I 33 'I I I I I SETBACK TY' I 1 1 30' PSE r, I` 4
VARIABLE - 0 C- I / y
WIDTH PDE I O I I D1 I I® I I I I© I 1 O I I$ 1�X OPEN 66 PS CE 4
16,405 SF 16,242 SF �i6,290 SF i 6,601 SF i 6,679 SF i 6,331 SF 1 17 094 Sf� I O 1 0.04 AC
17,377 SF D 18" GUM
I-_J I- -J L_ -J L -J L -J L -J L -� I 18 M1 „cuM
J Z Z3 Rio Z3 --._ `� RET WALL 9
3 � 'a9 ,'
33" GUM
Fk -•<y ��n 1 LU .&-- Z3
4,435 SF
010 AG tiiq4� 1 I 4" P 1? �� ��� -T_ 3� 07 AC,
s> `' Zf ` A Z1
qM 1' op ��� 20; ,oA� o�° oAK / �� /'' 1 s" HKY BUFFER 4 -10' TYPE 'B'
I' m n 1 'f
TEMPORARY g� 2�' p�m m t1 ZbA � +4�1 � 1. it -/ 3,712 SF
CONSTRUCTION t ��PF 1t7�'xp w�E57FD 0.09 AC
L119 11 L 7 0 �" 1$ P '� m Z� * 1 hUM um
EASEMENT .p9 L, 19" doA /< < o i _ RCA 5'
� 2 9 " OAK1" �
BMP L1 uoa °3 L1 ��L96 . .... o s ' � L6 Q5 � 30" OAK
� .,/ ,3 ,'OAIC� " � L62 v � � 2 f 62,493 S6� .,�.�°
MAINTENANCE & RUN OF POPLAR BRANCH ,:•� 24" OA
RCA 4 �L46 L ly � a 1.43. A � � .
ACCESS OPEN SPACE 3
CREEK IS BOUNDARY LINE / +
EASEMENT TYP 5,315 SF 75,203 SF �8s va2 aG7g w a. POP ♦/� 27" OAK
��0"�UM :�
W « ?
0.12 AC 1.73 AC z m LU w gI �� �,• 1 AK 3
vE ACRES FAMILY FARM. LLC
D.B. 12121. PG. 172 g 24
w w
P.I.N.: 0731.11 -56 -4395 ° ER oz Z oz z L38 5 L P
ZONED: RA a N ¢ N ¢ N * +� /
CURRENT usE: VACANT CE cr 28 POP,, UM
7" OAK
MPL
*
4-
L "/2 MPL
< <?n V, 2.57"
V
1.170
I
Date By Designer ET Scale WOODALL S
. Drawn By W &R Date 08/03/15 Checked By Job No. MASTER SUBDIVISION P
ET 02140274.1 WHITE OAK TWSP WAKE COUNTY NC
I �_ �1�
GRAPHIC SCALE
80 0 40 80 160
I I I I I
I
1 inch = 80 ft.
OVERALL SUBDIVISION &RCA PLAN
LEGEND:
t t
1 + 1 + 1
HOA - -
PDE - - -
PSE - --
PROPOSED BUFFERS
PROPOSED RCA
PROPOSED OPEN SPACE
PROPOSED PLAY LAWN
EXISTING TREELINE
PROPOSED HOA MAINTENANCE
AND ACCESS EASEMENT
PUBLIC DRAINAGE EASEMENT
PUBLIC SEWER EASEMENT
REQUIRED BUFFERS AND RCA:
22.24 X 20% = 193,145 SQ FT OR 4.43 ACRES
+ 2% FOR MASS GRADING = 19,315 SF OR 0.44 ACRES
+RCA -IN -LIEU OF THOROUGHFARE BUFFER = 4,779 SF OR 0.11 AC
TOTAL REQUIRED RCA + BUFFERS = 217,239 SF OR 4.98 AC
PROPOSED RCA + BUFFERS: 221,327.50 SQ FT OR 5.08 AC
REQUIRED PLAY LAWN:
0.006 X 51 (LOTS) = 0.31 AC (13,504 SF)
PROVIDED PLAY LAWN: 0.31 AC (13,535 SF)
1711 \
O
M
GENERAL NOTES
1. NEW SINGLE FAMILY LOTS WILL USE ROLL -OUT BINS FOR RECYCLING AND TRASH.
2. ALL ACCESSIBLE ROUTES SHALL MAINTAIN A 5% OR LESS RUNNING SLOPE.
3. SEE SHEET C6.1 FOR APEX BARBECUE RD WIDENING PLANS AND RIGHT OF WAY DEDICATION.
4. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
5. ALL PROPOSED RCA AREAS MEET THE CRITERIA FOR ESTABLISHING RCA BY MEANS OF A TREE SURVEY PREPARED BY WITHERS & RAVENEL, INC.
6. SPEED LIMIT WILL BE 35 MPH FOR WOODALL CREST DR. ALL OTHER PROPOSED ROADS WILL BE 25 MPH.
7. ALL RETAINING WALLS TO BE TAN EARTH TONE KEYSTONE RETAINING WALLS INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.
8. ALL RETAINING WALLS WILL HAVE BLACK DECORATIVE FENCING ALONG TOP OF WALL.
9. ALL PROPOSED ROADS TO HAVE A HYPOTHETICAL PAVEMENT SECTION OF 3" S9.5A SURFACE COURSE AND 8" ABC EXCEPT FOR WOODALL CREST
DRIVE. WOODALL CREST DRIVE WILL HAVE A PAVEMENT SECTION OF 3" S9.5A SURFACE COURSE, 4" 119.06 INTERMEDIATE COURSE, AND 10" ABC.
PAVEMENT DESIGNS ARE PRELIMINARY ONLY. FINAL PAVEMENT DESIGN SHALL BE DETERMINED AFTER ROUGH GRADING SITE, SOIL AND SOIL
SAMPLES ARE TAKEN. SOIL SAMPLES SHALL BE TAKEN EITHER PRIOR TO UTILITY CONSTRUCTION, OR AFTER UTILITY CONSTRUCTION (PRIOR TO
STONE BASE CONSTRUCTION) PROVIDED THE TOA ENGINEERING INSPECTIONS SUPERVISOR APPROVES THE LOCATIONS.
10. THE MAXIMUM HEIGHT FOR ANY FENCES LOCATED AT THE REAR OR SIDE OF THE LOTS IS 7 FEET TALL. THIS INCLUDES FINIALS AND OTHER
DECORATIVE TREATMENTS.
Required Plan Notes:
1) No site development activity including but not limited to testing, clearing, installation of S &E measures, or grading, shall occur until required protection fencing has been
installed and inspected. A protection fencing installation permit may be obtained at the Planning Department or by calling 919 249 -3426.
2) Protection fencing must be placed:
a) Away from any saved tree one foot for each inch of tree caliper.
b At least 10 feet away rom an other designated resource conservation area such as but not limited to historic buildings and structures wetlands and ponds.
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c) Along the outside line of the 100 -year floodplain, and the outside edge of any riparian buffer.
3) Additional protection fencing may be required in other locations close to construction activity where it is deemed necessary by the zoning enforcement officer; such areas
may include but are not limited to common property lines or near public areas (sidewalks, etc.).
4) All grading and support structures associated with any retaining structure shall not encroach into any required buffer or protected area (such as but not limited to, RCA and
critical root zones of trees, public utility easements and rights -of -way), and shall be contained entirely on site.
5) Site elements required to satisfy recreational requirements such as but not limited to play fields and greenway trails must meet any applicable standards found in the Town
of Apex Standard Specifications and Construction Details and the requirements of the Town of Apex Parks and Recreation Department.
6 The screening f loading docks roll -out containers dum sters outdoor storage, mechanical and HVAC equipment, and similar facilities on the roof, round or building shall
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meet the requirement of Section 8.2.8 of the LIDO. Specifically screening must be done so that:
a) It is incorporated into the overall design theme of the building and landscaping b) Screening materials are not different from or inferior to the principal materials of the
building or landscape and are similar in material and color c) Screening items are out of view from adjacent properties and public streets, and a totally opaque screen is
achieved
d) Any ground- mounted HVAC or other mechanical or utility equipment six -feet tall or higher must be fenced and landscaped.
e Dum ster enclosures must be eight feet tall or the height of the dum ster whichever is greater and be built of masonry material with opaque ates. Where practicable,
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shrubs or other plants must be planted outside the enclosure to visually soften the appearance.
7) All required site elements shown within a particular phase must be installed before a final certificate of occupancy may be issued for any building within that phase.
8) Prior to scheduling a final site inspection site items such as but not limited to, lighting, landscaping (including mulch), screening (i.e.: dumpsters /trash, mechanical /HVAC,
etc.), site stabilization (seeding), and parking and pavement marking must be completed.
9) Individual signs are not approved as part of site plan approval process. A separate sign permit must be obtained prior to installation of the sign. Multiple use lots,
non - residential subdivisions, and multiple tenant lots must submit a Master Sign Plan for approval.
10) Retaining systems providing a cumulative vertical relief greater than five feet in height within a horizontal distance of 50 feet or less, including retaining walls or
mechanical) stabilized earth walls shall be designed and constructed under the responsible charge of a registered professional engineer and comply in all aspects with the NC
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Building Code section 1610. Retaining systems meeting these criteria will require a separate building permit prior to start of work.
11) A Grading Permit, when applicable, can be issued by the Building Inspections Division only after approval of tree protection fencing, S &E Measures in place and approved
and a certificate of compliance has been issued by the Public Works Department.
The signatures below certify that this sheet has been reviewed and approved solely
per the certification signed on the cover sheet of these construction plans.
CM - Engineering Dote
CM - Transportation Dote
CM - Building Inspections Dote
Public Works - Woter /Sewer Dote
Public Works - Electric Dote
Public Works - S &E Dote
N
Public Works - Env. Programs Dote
Planning Dote
Planning - Transportation Dote
Fire Dote
Parks, Recreation & Cultural Res. Dote
;Y
UCTION
•
KNOW WHAT'S BELOW.
CALL BEFORE YOU DIG.
WITHERS & RAVENEL Sheet No.
ENGINEERS I PLANNERS I SURVEYORS 2.0
111 MacKenan Drive Cary, North Carolina 27511 tel: 919 - 469 -3340 www.withersravenel.com License No. C -0832