NCC242361_Site Plan or Location Map_20240813

PROGRESS PLOT DATE 01/25/24
O }
5) m
-
c w
<c
p
0
TOWNS ON AVERY p
w
0
z
g Z
z a
5' w
m
m
CONCEPT AND PRELIMINARY LAYOUT N z
„,....,„,,,,,
,„,,,,,,t,,Q.,,,.,„,
SEAL
036225 -
wrrnnunP
SITE INFORMATION: SHEET INDEX N m
LOCATION: SPARKLING BROOK WAY / 114111111561 Si
C-1.0 COVER SHEET 0.
IIP
, ' 02 C-2.0 CIVIL NOTES SZ 0
COUNTY: ONSLOW
�.. 03 C-3.0 EXISTING CONDITIONS PLAN cc
UG
PARENT PIN: 075579 ' ' cYi
04 C-4.0 SITE PLAN
DB/PG: BD 5574,PG 860 p
ZONING: R-5 BROOKSTONE WAY 41. , 05 C-5.0 UTILITY PLAN d m
ACREAGE: 365,833 SF(8.40 AC) 06 C-6.0 GRADING PLAN z
4
LAND CLASS: RESIDENTIAL #101111SI
/ 07 C-8.0 DRAINAGE PLAN ('(
N K
08 C-8.0 PROPOSED AVERY THOMAS LANE-PLAN&PROFILE O cL©
MINIMUM BUILDING SETBACKS: 09 C-8.1 PROPOSED OFF-SITE ANCHORLINE WAY-PLAN&PROFILE
SETBACKS SHALL BE OBSERVED ALONG THE EXTERIOR PROPERTY LINES OF THE , Z O OVERALL DEVELOPMENT. 10 C-9.0 RETAINING WALL DETAILS CC LT)
1
1 IP lie
FRONT SETBACK: 20' ,AIP
/PP 11 C-10.0 EROSION CONTROL NOTES r 1
SIDE SETBACK: 5' WAY 12 C-10.1 EROSION CONTROL PLAN-STAGE 1 CI Z 2
REAR SETBACK: 15' ROOK a
�pNr,6 , 3 C-10.2 EROSION CONTROL PLAN-STAGE 2 0 m
RIGHT OF WAY&OTHER AREAS: 1 * . 14 D-1.0 STORM DRAINAGE DETAILS (9 Vr
NATURAL WETLANDS: 49,798 SF(1.14 AC) -ry
IPi,.. 4
15 D-1.1 STORM DRAINAGE DETAILS J p
LOT ACREAGE: -t` 16 D-1.2 STORM DRAINAGE DETAILS Z ii
TOTAL NUMBER PROPOSED LOTS: 72 40111*
17 D-2.0 EROSION CONTROL DETAILS _ S c2
MAXIMUM ALLOWED DENSITY: 20.7 DU/Aillar4C
` O Lu
PROPOSED DENSITY: 8.57 DU/AC 18 D-2.1 EROSION CONTROL DETAILS tr
MINIMUM ALLOWED LOT SIZE: 1,700 SF 19 D-2.2 EROSION CONTROL DETAILS ZC2
MINIMUM PROPOSED LOT SIZE: 1,700 SF VINS,
W Zo_MAXIMUM PROPOSED LOT SIZE: 2,157 SF(LOT 105) Q� wwSS*
MVEMUM LLPROW BLE LOT SIZEWIDT 12,740 SF `�GO W Z 0MINIMUM ALLOWABLE LOT WIDTH: 20' ?� t7 N
MINIMUM PROPOSED LOT WIDTH: 20' r i, Z w w
IMPERVIOUS AREAS: 'F -
U iE
ROADWAYS/PARKING: 37,472 SF(0.30 AC) N
SIDEWALKS: 13,153 SF(0.30 AC) *44. #
(g 2 J
LOTS(1,400 SF/LOT): 100,800 SF(2.31 AC) .0
TOTAL ON-SITE IMPERVIOUS AREA: 151,425 SF(3.48 AC)
TOTAL ON-SITE IMPERVIOUS PERCENT: 41.39% CieIII *i i lir Z of
OPEN SPACE: I_ w
Z
OPEN SPACE AREA: 143,423 SF(3.29 AC) Q
UTILITY DEMANDS: \IP
I I
SEWAGE USAGE: 34,560 GPD
4 BED X 120 GPD/BED X 72 UNITS O
VICINITY MAP
U11)
WATER USAGE: 34,560 GPD 1"=250' M
4 BED X 120 GPD/BED X 72 UNITS ' rc
o w
STREET TYPE SUMMARY: a o m
60'ROW SECTION: 1,275 LF Y LL oy g a
m
EXISTING LAND USE:VACANT/FORESTED rc m
rc c m
PROPOSED USE:RESIDENTIAL-(MULTI-FAMILY/TOWNHOMES) m o z° w ;
UTILITY QUANTITIES: Q
OWNER: z J
WATER DISTRIBUTION SYSTEM
6"C900 PVC=1,115 LF CONTINENTAL GROUND INC. O
8"C900 PVC=171 LF 209 COREY CT. CC
3/4"C900 PVC=2,167 LF JACKSONVILLE,NC 28546 O L
OF NOW OF HYDRANATER TS 572 DEVELOPER: W ic Z
NO. OF REDUCER=1 2 c
NO. OF GATE VALVE=6 AVERY WASHINGTON > C W
[e-mail]
SANITARY SEWER SYSTEM II.I
910-787-0877 Q LLI
GRAVITY SEWER(8"DIA)=1,106 LF z O (n
NO. OFMANHOLES=6 FIRE DISTRICT/ISO: O r' _
NO. OF SEWER SERVICES=72 D- re
Ill
PINEY GREEN VFD/5 Z O Q >
CIVIL ENGINEERING: O w Q V
STRONG ROCK ENGINEERING GROUP,PLLC
PO BOX 55992 ~ Z a
RALEIGH,NC 27624 O W
COMPANY LICENSE#:P-2166 y 0
984.200.1932(0) ' Z
[e-mail] O
8
Know what's below■ U
Call before you dig. SRWING
HEET
p C-1.0
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 01 OF 19
UNTIL SIGNED,DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.

PROGRESS PLOT DATE 01/25/24
LEGEND: GENERAL NOTES: LOT INFORMATION LOT INFORMATION LOT INFORMATION w m
- - EXISTING PROPERTY LINE BEGIN END 1. ALL CONSTRUCTION SHALL BE PER ONSLOW&NCDOT STANDARDS 11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE LOT AREA(SF) LOT AREA(SF) LOT AREA(SF) N w y�
hl STREET LIGHT NAME ROADWAY LENGTH DIRECTION
STATION STATION AND SPECIFICATIONS. ADJACENT PROPERTIES.WHEN FIELD CONDITIONS WARRANT io ~¢
OFF-SITE GRADING,PERMISSION MUST BE OBTAINED FROM THE 1 2,132 25 1,700 49 1,700
L9 ANCHORLINE WAY 16.11' S42°28'26"E 10+00.00 10+16.11 0
SIGN 2. ALL DIMENSIONS ARE IN FEET. AFFECTED PROPERTY OWNERS. \
STOP BAR _ 2 2,157 26 1,700 50 1,700
WC WHEELCHAIR RAMP L10 ANCHORLINE WAY 72.52' S6°18'34"W 12+11.94 12+84.45 3. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER 12. ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT.
ROADWAY CENTER LINE UNLESS OTHERWISE NOTED. SIGN MUST REMAIN OUT OF SIGHT TRIANGLES AS SHOWN ON 3 2,150 27 1,700 51 1,700 0
--- -- -- PROPOSED PROPERTY LINE L11 ANCHORLINE WAY 1444.77' S49°15'14"W 16+28.70 30+73.46 PLANS.ENTRY SIGNS WILL REQUIRE A SEPARATE SIGN PERMIT. wo
L12 AVERY THOMAS LANE 39.24' S25°57'28"W 10+00.00 10+39.24 4. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, 4 2,145 28 1,700 52 1,700 O
STANDARD CURB&GUTTER z
_ RIGHT-OF-WAYS AND UTILITIES,PUBLIC OR PRIVATE,BEFORE 13. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD Q
WETLAND AREA
L13 AVERY THOMAS LANE 304.4T S46°0T01"W 12+88.97 15+93.43 WORKING IN THESE AREAS. LONGITUDINAL JOINT.MILL 1.5 FEET @ 1.5 INCHES DEEP MINIMUM 5 2,141 29 1,700 53 1,700 a
z
TO PROVIDE A LONGITUDINAL LAP JOIN FOR FINAL SURFACE O N
5. PROTECT ALL PROPERTY MONUMENTS AND PINS.MONUMENTS LAYER.NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME 6 2,143 30 1,700 54 1,700rn
�� WETLAND CONSERVATION AREA L14 AVERY THOMAS LANE 520.03' S47°31'34'W 16+24.37 21+44.39 rn w
AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION GREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR 7 1,930 31 1,700 55 1,700re
SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND
SURVEYOR AT THE COST OF THE CONTRACTOR. RESURFACED.
_ CONCRETE SIDEWALK CURVE TABLEMEP w
g 1,700 32 1,700 56 1,700
14. COMMON OPEN SPACE SHALL BE OWNED&MAINTAINED BY N
ASPHALT PAVEMENT NAME ROADWAY RADIUS ARC CHORD CHORD BEGIN END 6. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT HOMEOWNERS'ASSOCIATION. 9 1,700 33 1,700 57 1,700
LENGTH LENGTH DIRECTION STATION STATION WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY
OPEN SPACE AND ADJOINING PROPERTY PROTECTED FROM DAMAGE 15. ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE 10 1,700 34 1,700 58 1,700
C8 ANCHORLINE WAY 230.00' 195.83' 189.97' S18°04'56"E 10+16.11 12+11.94 SUBMITTED TO THE ONSLOW AND/OR NCDOT FOR REVIEW AND
[XXX] ADDRESS C9 ANCHORLINE WAY 310.00' 232.35' 226.95' S27°46'54"W 12+84.45 15+16.81 7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE APPROVAL PRIOR TO INSTALLATION. 11 1,702 35 1,700 59 1,700
NO SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A lrrl„,,,, /
PPRKINc WEEK DURING CONSTRUCTION. 16. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS 12 1,700 36 1,700 60 1,700
NO PARKING FIRE ZONE C10 ANCHORLINE WAY 310.00' 74A5' 74.27' S42°22'24"W 30+73.46 31+47.92 `1\\CARS
i i PART OF THE FINAL PLAT OF THE SUBDIVISION.EASEMENTS BASED C/ '
arwr6Es KEEP CLEAR AT ALL TIMES ..°' .
C11 AVERY THOMAS LANE 151.00' 122.46' 119.13' S49°11'26"W 10+39.24 11+61.69 8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ON CENTER OF UTILITY OR PIPE SHALL BE PER AS-BUILT 13 1,700 37 1,700 61 1,700 ;������•••�.9�;
ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS.ALL LOCATIONS. = f SEAL
C12 AVERY THOMAS LANE 300.00' 127.27' 126.32' S60°16'13"W 11+61.69 12+88.96 STREET SURFACES,UTILITY POLES,CULVERTS,DITCHES,CURB 14 1,700 38 1,700 62 1,700 ` ` 036225 `
AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR 17. AREAS OF PARENT PARCEL THAT ARE NOT SUBDIVIDED TO CREATE - =c-'. 'f.
C13 AVERY THOMAS LANE 3000.00' 30.93' 30.93' S47°49'18"W 15+93.43 16+24.36 DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL SINGLE FAMILY RESIDENTIAL LOTS ARE TO REMAIN AS ONE PARCEL 15 1,700 39 1,700 63 1,700 '0,�",°,,,R'f.IP�n�"�(.�
BE REPLACED OR REPAIRED BY THE CONTRACTOR IN TO BE OWNED AND MAINTAINED BY THE HOME OWNERS' 16 1,700 40 1,700 64 1,700 ''��''�'q W�P �`
ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS. ASSOCIATION OF THE NEIGHBORHOOD. w ,1,,W.H,""`s
9. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE 18. MAINTENANCE FOR AMENITY&OPEN SPACE SHALL BE THE 17 1,700 41 1,700 65 1,700 w
DEEMED NECESSARY BY THE CONTRACTOR,DETAILS OF SUCH RESPONSIBILITY OF THE HOA. M
18 1,700 42 1,700 66 1,700 \ ' Q
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN \vi/ 0.WRITING TO THE FACILITY DESIGNER FOR REVIEW.NO 19. WETLANDS CAUTION:PROSPECTIVE BUYERS ARE CAUTIONED 19 1,700 43 1,700 67 1,700
DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE THAT PORTIONS OF THE LOTS SHOWN ON THIS PLAT ARE _ 0
ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER. RESTRICTED IN USE BY WETLANDS AND WATERS JURISDICTION 20 1,700 44 1,700 68 1,700 Cl
(29-4 PURSUANTTO THE US ARMY CORPS OF ENGINEERS SECTION 404 - U
10. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE REGULATIONS.INDIVIDUAL LOT REVIEWS TO ENSURE 21 1,700 45 1,700 69 1,700 0
(293 FOR ESTIMATION PURPOSES ONLY. COMPLIANCE WITH THEIR FEDERAL LAWS AND REGULATIONS ARE U d
- ENCOURAGED.VERIFICATION OF LOCATION AND RESTRICTIONS 22 1,700 46 1,700 70 1,702
(292 SHOULD BE MADE PRIOR TO INDIVIDUAL LOT DEVELOPMENT. - M n K
�291 / 23 1,700 47 1,700 71 1,704 O
- -- 290 24 1,700 48 1,700 72 1,700 O
,, 41/1. aCIr
--- ---- ° y? N� LD / ,.. U
ss'
� w,
zo�_�4. - .---,s---------F ON '•,2 o - \ _
IQ �' z
/ cam MI , „ - ,
STORMWATER ACCESS& - 288 i (7
°),ef oa. &1 - _ a MAINTENANCE EASEMENT / Sp /�� t.0, J v
O - RETAINING WALL TYP. -, i �R Z z
Gunn PARKING -
w �D- _
x
/ aw4�- NOlo �' '14/�Oe * �O� - O
'cwUJ . \ zNE ' NO ROop /m�� " Z CC �U'qa
4¢- -&- - wr _ II PARKING '1 h ■ O o
z -- WIINE3 -_ / FlRe - W z
_- _Ai a -- i zcve . •- ..
--
z -�� \I 9y a
w---- I'v710 --�_ i KERPLINE w w
w \ �- AiALLiIMEB���--������JJJJJ _ c; 111 w
10.00' 1 Or¢ �, \ '� - [4OOI NO ` z j
ACCESS ROAD I \ \ \ WA WETLAND - \ OPEN SPACE---- PARKING `" 0 2 W
NO IJ - ® -O�iM PARK KEEP CLEAR \ -
<Do bv7lD
PARKING I ) v , 1SCM#2I [554][552][550] - AT LINES �' N
FIRE 20' 20' 20' 20' 0' 20• 20' 21: 20' 20' 0' 20' 19.1' 2- „� N
ZONE 2P 20' 20' . E 20' 20• z0' w 20' 20' _I '
FOE I ( r_ �- ---- -, I� � f-1 �1-T=L� �l-T-C7=1�::_�IS�� 28-�z8• 28T ...; Cle
�, z�AiA Li MES _ �� I I. - I- I. 1'I I. O 1 I - - - - _I I - - - -I -' - I r- o Z
V I I 1[59611 Im Im I2 ,2 Im s Im MAIL KIOSK ILF m m %, 12 %ml %, m m m m h - .l _ ■
�� I m1® ® ©I 1 m® ®II© ® 611, „ � ,[5561 Ip101031© ICI@lel©1@1011`I1p1GleI le I6 ; � ,; -87-=8, ki w '�
/(/ NO I I[594]I[592]I[590]I[588I:1586I 1I584J [582]I[58011 I57811[5761 I[574]I AVERY T MA$LANE S[544][542]i[540 1 538 l 536 I I I ®� O
l I ]I[ ] [534] [532]l[530I1[528),[526];[524]I. 1 / Z
PARKING I TI Ir V [514]I / m H
V ZONE v T T rT - I,[5101, /(D �`"
KEFPRLEAR 20 20' 20 20' 20' 20 20' 20 20' 2 0 20� r 6'PUBLIC ROW[ ��0__20' 20'L 20 20' 20'_�20' 20�20'�20'1. 20 Ito' 19 1'20' 2� I[508]i �I/ _`O
I I I
,Ai,Gill,1=E �. - �' � � , P
410
Lo ! SV
21+44 0
- - 1 _ 1 L14 1 - 1 \131 O Iv t -O o L13_, -. 1 -. - �u'��T[ I' R`?O\'.... !! 0,O U
VO r 10+00 21+00 20+00 19+00 18+00 17+00 16+00 -D 15+00 `e 14+00 13+00 e M
\ ' ft LLD \z a\ / ,okoo iir w � N
FORECASTLE LANE ND . 20' 26. z0' 20' zo' zo' z0' zo 20' 20• zo' zo' zo• z0' zo zo• 2oT 2P 20 zo 20' 20. 4:s 15-S 20', 20 20, 20� 20' 2 zo 20' 20' 20' 2o zo' 20• 19'1' z0' Jo• C11 _ - O
°p_1-�L, IrI-L I-11 -I r1-1�- -1 NI 11F 1 1 1 1 7 , I 1 I 1 _, , 1 ZIZ 1-1_ ' ----- ,,.OG a N
60'PUBLIC ROW PARKING NI NI NI ;�1 NI �1 1-N N N N a - N - - N N N NI NI 1 r NI I 1 r Y LL
ZONE I I i %1 ro ml ml wl ml ml m ml ml wl ml wl m ral ml m ml ; m 21 raI 'al u'I -�ml I2 n ,nl 21 n 2 2I ,11 m IW I I \ - A , 0: Q m
Iw KEEP CLEAR / I 4 4 r 14 4 4 4 60 6 6 6 6 6 6 6 ® __ i N w m o
TEMPORARY TURNAROUND - AiAPL 11NES I / / ® ® I ® ® ® ® C3� ® ® ® ® ® © ® ® ® ® ® ® ® ® ® ® ® ® O ® ® ® ® ® © ® ® �' - z
oW I -I I- I- - - 1 - L501] I - Q w
�¢ / DO[597]�[595]11[593]11[591]i[589]I[587J1 I[585]11[583][581]I[579]1157711[575] I[573][571]1[569]II56711[565]II583JI I[Sfii]I[559]I[557J1ISSS11I553]1[551]I 1[549]I[5471,I545]1[543],[5411 I I53JI1 i[537],[535J 11 I533I,I I,I_11[5J I[L SI,[_ 11[521]I[59], 1[L7]'[515]:[513)1 cQi K
W
T V w U
' 20-20' 20_J20' 20' 20'120--20 12P 20'1 20' 26'120'_I_2o1 20-[2o' 20' 2U' 26'_I_2o' 20� 20' 5•,5' ,5'S' 26'--20' 20• 20' 26• 26' 20'--2U• 26' 26' 20•
V �J_ J T- IJ L-I L T_L 1 IJ `J �� �1_L 1_I� L 7z16_L2J 20' zo' 01 Q. PARK
in, -r}_ - L ❑.O2❑❑ ❑L. �9O- 1 y ID - _ - - E c L E L-t_.- I - I Z
7 //'-C‘: <
t� 68 69 ] 70/ 71 ` 72 B6 197 (98 / Z
❑ / A ✓ 1 9A 1100 101 1
// 50'X12'FIRE LANE(GRAVEL,W/ NO NO NO , Q }
/ // �O / \ 6"57STONE&3"ABC)(TYP.) PAOKING AAR41NG PARKING Q
- v ® 24,547 SF // 0 i I ZONE la ZONE
20,989 SF ANCHORLINE WAY z
I /// // /' 60'PU[3\C ROW � I 0 Z
67 j J
I. p W J
�ti I / °'� \s-'3-"-cr-t'
I I . I �I I I I "e1 I. o• (II a i' � i . W �II 9 �D �� �/ p ° a a
_.tee� -i. ,-,62,..E-- 43 _i_ O \ 9 I to la 1 I o I e , L J° . / .� W
XZ co
10 t' 16+00 - l Oo - /- \ - ,�. T -. - c o• -i - A,:. O
15+00-
_ T 1
N Y U
_-__- // LOT 36 " ���� \,
O
, , i ,ry NiR
I S , k ° � _ - -
IJ I 25,425 SF / ° O'� / \ DRAWING
/ I // GRAPHIC SCALE SHEET
so 0 4 so 0 0
11
/ / 7 LOT 34 \ 7.// �. / \ 1 / N
/ \ I // I // \ RIN FEET)
1 inch= 60 ft.
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 04 OF 19
UNTIL SIGNED,DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.