NCC240239_Site Plan or Location Map_20240126

IMPERVIOUS AREA:
Lass TOTAL TRACT: 42.30E ACRES
NCDp
ALL TUT NOTES:
ALL UTNOT STRUCNRES SHALL BE LOAD RATLTI FOR THE
1?0 TOTAL ROADWAY IMPERVIOUS= 164,649 SF APPROPRIATE DEAD LOAD PLUS HL-93 LIVE LOAD.SUCH
TOTAL CONCRETECLUBHOUSE H IMPERVIOUS
ERVIOUS 0 SF SF STRUCTURES SHALL D A,IsNA TED ANO CERTFlED BY A
z- - TOTAL POOL S IAYEAND SIDEWALKS 10,018SF UCENSm PE OR DESIGNATED AS MEETING NCDOT STANDARD
TOTAL IMPERVIOUS ROADWAY AND =203,833.09 SF SPEpFlCATONS ANO DRAWINGS
mELECTRICAL POWER AND COMMUNICATIONS L CLEARANCES
SHOULD
ELECTMAXIMUM IMPERVIOUS AREA PER LOT=4000961 SF/LOT CONFORM TO THE CURRENTLY APPLICABLE NARONAL
/ PERMANENT SCM ACCESS AND 124 LOTS X 4000 SF/LOT=496,000 SF SHALL CAL SAFETY CODE EXCEPT VERTICAL CLEARANCES
MAINTENANCE EASEMENT SHALL NOER DUS THAN E FEET I ANY CASE.
..",/
, ,/ _— �'qy TOTAL PROJECT IMPERVIOUS AREA=394 SF ALL NON-FERROUS LOCATING
PWIRE. S SHALL BE INSTALLED WITH A
�� ,^ /I——— TOTAL PROJECT IMPERVIOUS AREA=39.94% THE12 GAUGE IS ON Y WIRE.
Z PERMANENT 20' NCDOT IS ONLY RESPONSIBLE FOR MAINTENANCE OF
S70RMWATER \ STORM DRAINAGE DRAINAGE SYSTEMS WITHIN THE RIGHT OF WAY AND NOT
EASEMENT RESPONSIBLE FOR THE RIGHT OF INSPECTION OF DRAINAGE
/ POND SYSTEMS OUTSIDE THE RIGHT DOFF``WAY.
PERMANENT 20' / 4'24
VICINITY MAP ESASEMERM DRAINAGE / OPEN SPACE 38r AND CONTINUE AY CONNECTIONS
SF THE BEFL
ERRS FOR 4 THE ROAD
VICINITY
NTS 8 185,937.72 SF \40o PERMANENT 20'
o PROPOSED 6" • H
BUILDING SETBACK WATER MAIN / ' STORM DRAINAGE
REQUIREMENTS L318 31 ///�_ A EASEMENT NCOOT NOTES:
DRIVEWAYS ON ALL LOTS SHALL ONLY ACCESS INTERNAL
A)FRONT YARD SETBACK: 30 FT ;t L31a ...,� of AU.UBOIVISMA ROADS
LOT 12 tl¢gq %
B)SIDE YARD SETBACK: 10 FT 'J' 7 200, ; '1 L613 L310 L3O7 L304 L301 wB8 - L295 w82 '0 SIDEWALKS SHALL BE MINIMUM 6'THICK AT DRIVEWAY
C)REAR YARD SETBACK: 25 FT • '0 o, PROPOSED B" CROSSINGS.SEE DETAIL 848.03.
D)SIDE YARD CORNER LOT: 15 FT I In p, m`'" v 3 5 g Nk bi oit m tj PVC SANITARY THEFOR HOM MAINTAINING
S ALL
PERMANENT
SHALL BE RESPONSIBLE
y LOT 11 Jk" O V $J ',8§ ',_8 7 ',8 3 F S§ 'a § ,.0 P.L,§ H.S 7 R : I SEWER VEGETATES SWALES POSTAL 0155%AND OPENEASEMEN75,
ZONING AREA 7,2°0 " of o* on o� o� 91 o: o� /5 30'VEGETATED BUFFER
ZONING: R-8 '' H gg �I Li C TO ALL RCP PIPE SHALL BE CLASS IV
STREAM DATA: gi LOT 10 y *-,,,,":-.,=. i,� w0G— i.x99 ,o"T ,o, Lase 910g �'waa D STURBAINCEAALLROWED NO
BEAVER CREEK 18-31-19.5 7,200 SF L! """g` ""'°"" I2 LO7 88
STREAM CLASS: C .-VAN BUREN LAN 5 7,200 SF
RIVER BASIN: CAPE FEAR � ue, PROPERTY
SITE IS NOT IN A FEMA FLOOD PLAIN PER PANEL g LOT 9 1 I //}1,s r� -Lmm L41r-1-urn"T"'IOl 4 Lvoe -- _ 100z--Le),„Ii I BOUNDARY
MAP NO.3710945600J-DATE: 10/17/2006 7,200 SF r PROPOSED 6", m ' g 5'UTIUT'AND
NOTES: ". MAIN N CI LOT 6 PERMANENT STORM Os,
THE MAXIMUM ALLOWABLE BUILT-UPON AREA PER LOT IS AOQQ SQUARE FEET. II 99 a a� ❑ olh�, FRAILYA m �p ,mom ',. 7,200 SF DRAINAGE EASEMENT
THIS ALLOTTED AMOUNT INCLUDES ANY BUILT-UPON AREA CONSTRUCTEDgLOT481 Cm1OomQ too N o �m �s2
WITHIN THE PROPERTY BOUNDARIES,AND"THAT PORTION OF THE RIGHT OF 21 7,681 SF I Io - I-N E t J �'H to tog I-g oN 2� LOT 66 °PEN SPACE
WAY BETWEEN THE FRONT LOT UNE AND THE EDGE OF PAVEMENT.BUILTsI o� O O O•� Jr 1 7,200 SF 49,232.54 SF [33g
UPON AREA INCLUDES,BUT NOT LIMITED TO,STRUCTURES,ASPHALT, II
' c54 �r �n •ROP°gD 6" D 30'VEGETATED BUFFER
1
CONCRETE,GRAVEL,BRICK,STONE,SLATE,AND COQUINA BUT DOES NOT 1i I o WATER LAIN G Lz4e Lz4s Lz4z wa TO REMAIN NATURAL,NO
LOT 7 E! '� L376 we9 w83 L366 L3B9 L392 L395 L39B LPB L272 L269 L288 wm L2m wA
INCLUDE RAISED,OPEN WOOD DECKING OR THE WATER SURFACE OF SWIMMING 7,3u84SF �C 50 z � L239 DISTURBANCE ALLOWED
POOLS. NO n N Mm Ntwit o L232n , 'no„ mo ii
m i .N3 ON! ! p 7,532 SF 1 n SI om om on on on on on om o� oQ' om LOT 36 `
:9L m Ib ,$J n
�1 7°753 SF I,��w20 UM L477 L361 L384 L387 L 33 L3.__L3 5 \�`ri�•2r4-T-LR0 L267 L264 1.281 1258 u�gl(Cj j.... OU L.TdT s/__ 13.088 SF O'
n
• I. ,,,. 50'R/W PUBLIC ARLINGTON DRIVE •j
SED 21
L,,.,,t .. .,.a._.. .. ... elnBLl►.;,:;:...,,_ _._.._._... �__.•-,— r..... ,/rs� /MAR2PROP�WATER
� ir `S IN
•H•�7 � .Ir ODD LT2 LYTS tyro tmt.�_ L1t➢t t-IB7 -LY90 9193 L'198.. t201 � 1207 �" t2M mn�rr-t�I`W'�! 4. 0
LOT 4 . 1p;" PROPOSED 6" H'J i� > �r/ PR P SED 6 " --�3 (LOT
SF
To
t 7,975 SF WATER MAIN 4 LL , m p WATER MAIN
II (la ^� j] 9 m ID 4 g S msNN
moiV
a °.P- `ON - c!, U.
1-N ON, O$ ON Or 22.1i -Li:, -OJT.` �Yi ON ON O 10,878 SF
i Lies Li67 L170 L173 L178 L179 L182 Lies LimL191 L19B L198 w02 L205 I L208 L212 L215 I, m J L219 1223 L216 _ JL229 L231 7
py I / L21B
FNRINFFRS: - I 1I —' / / PROPOSED 6 J
L995 L918
DOUBLE D ENGINEERING,PLLC 115 N --———— \7 PERMANENT 20' WATER MAIN
150 S.PAGE STREET
SOUTHERN PINES,NC 28387 ^m .71. ( �7 STORM DRAINAGE
m �I, �IIIIIIIIIIIII� FUTURE ROAD
[phone] oL.L Fa > EASEMENT PERMANENT 20'
EXISTING 8" PROPOSED 6" m o o POSTAL KIOSK STORM DRAINAGE R/W
WATER MAIN WATER MAIN i TREATMENT
AIER
EAGLE SPRINGS,NC 27242 ROq..50•R L IIIIIII OPEN SPACE TREATMENT EASEMENT
911RVFYOR: I
/ CL
JEFFREY L GREEN,PLS L d i 1� '.I I I DISCHARGE
LICENSE#3972 _— -� 203,965.02 Sf
5322 BIG OAK CHURCH ROAD CLUB PONDa;' • I, 43A ,t I g FUTURE DEVELOPMENT AREA
[phone] - _ -� ""`, o PERMANENT SCM ACCESS AND
_ � I. ••F PLAYGROUND MAINTENANCE EASEMENT \\
OWNERS;MERON VILLAGE OF HOKE,LLC EXISTING 8" 7 1 '►i,3'3� �•y, \ Y PROPOSED 8"
SANITARY SEWER u7 CI J — / PROPOSED 6" SANITARY SEWER
2919 BREEZEWOOD AVE °� AMENITIES \ PROPOSED PERMANENT 20' / WATER MAIN
SUITE,100 CENTER STORM DRAINAGE
—,......1\ STORM DRAINAGE,/
FAYETTEVILUi,NC 28303 IYi in0. % \ �� EASEMENT
PROPERTY INFORMATION: F-� f.n `\I mac^ 18 Li67 L154 u51 `L148 LM5 " L117 _1e
PROPERTY: 93.66 ACRES TOTAL 42.279 ACRES(PHASE 1) 9Jd oo , \J 1140 usr u34 u31 uze u2s m
PROPOSED 124 LOTS ,H 1L ';�. •T 124 LOT 845011 n ut2 u69 uoe um um w7 L.w
PROPERTY ZONED R-8 \'s
SMALLEST LOT 7,200 SF I28 115 1,�8 \ 7,893 ' o ak "mN -'1� mZ`i mIh vin �N Naf m c & om ml)f nl`n min ma`i ain n
OPEN SPACE REQUIRED 4.2279 AC 10 \\ p 9 _ $ g $ p F _ _ A
OPEN SPACE PROVIDED ( 2}�' ,. ^m = i° - LMj. _^'n _ m _--m U� -'^m m ^m tton < 14°p ` o E 0 8 0 <_ o 0 %?o PROPOSED 5'CONCRETE
fN fN F.. HN I...NFN F rN FN HN rN H� _ - O - g {—
,8 - W/NCOOT APPROVED FUTURE ROAD
416,956 SF,11.17 AC(26.42� �\_ • o 0 0 0"= o 0 0 -2m-- odO;o0•0 1 $ o m HANDICAP RAMPS /FiL0T 1 0 o m t-m m
LOT 79 �°D -"''°D- ^ 'o "� "t d � 0 0� o o,� o R W
m - ; G2y ct0 L143 9,615 SF ]z --•+� ,tc _ > - r
ROADS 8,640 \ter ..• L159 L156 L. L. LW 4 1.142 L139 L130-L1.13 .30 L12r 2.-iGJ , �61-L1 L. L108 L10.5 110a_ -L. 196
MELBOURNE DRIVE 2583 LF -..a,-".^^m....�.•�.»ti,•,.�w ,
EATON LANE 120 LF 4 ..�•`" - - w
BANBURY LANE 473 LF OT 80 ,T�^^-..- • •' MELBOURNE DRIVE To f • ;FUTURE DEVELOPMENT AREA
ARUNGTON DRIVE 1473 LF :.840 L�- ""."" ,-..... !.•�. --- - ..,^_ ,
GENEV LANE 375 IF 1,13'124i/78 t3r-.-t38-L39' ---teee� .` �.' •.`. ".�
m/�•,-�4r—wt--—-c5s arm -car-- tar-'--- cea=m"` na—L-n—tx0� �=cerc90 wt'•
OPEN SPACE Q. F.H. > PROPOSED 6'J .7rrr�
VAN BUREN LANE 610 LF 47,821.61 SF 4T 81 - L.. o t� WATER MAIN F.H.
CLUB POND RD 158 LF :.640 S' in m'n mA n III m6 z .16 o 16 Ntn y rn �i1 IA rh o1`i1 rh Nih PROPOSED 50'RADIUS
WATER MAINS=5772 LF co 402 0480 SFF Ali l;mn F mm 7 ma y mN mm 11 m^ 6 s'o $O1m n a o'm & g R�+m R WN R o o ff o TEMPORARY GRAVEL
L7 I .I' S �- �ol �p� i
m m -n m a W _
ALL R MAINS=5 HAVE 50'RADIUS, o°i o°' o°i os o^ -f z �°� I-a �^ � m n rm I- �N t-a I-ro � -m --2 TURN-AROUND
100'DIAMETER RIGHT OF WAYS Ct ^ Jd �d I' -- r �pj �d �d �d 1- 1-m o' ON oN pN oN oN ON ON
m -1 CO �d �d -1 OS d �d d 5'UTUN AND
I '1 30 LI d -1m PERMANENT STORM
Lao L16 L99 L62 L53 L88 w9 lB2 L83 L68 L� L)2 L75 VB wf L82 L85 LBB DRAINAGE EASEMENT
Le L5 LB 121 L22 l25 Lf28 L29 wz L33 Las-WT lAD
LEGEND
O EREXISTING IRON ROD No 1
O EIP EXISTING IRON PIPE OR PIN \ \
O EIS EXISTING IRON STAKE I F I 1
O ECM EXISTING CONCRETE MONUMENT NORhiW00D5 SUBDIVISION 1
o COMPUTED POINT NORTHWOODS SUBDIVISION \
-_ ROAD CENTERUNE I I \
BOUNDARY UNE \
—--— ROAD RIGHT-OF-WAY 11 GRAPHIC SCALE
PROPOSED WATER MAIN 1
\ 100 0 2m m
PROPOSED SEWER MAIN ALL OPEN SPACE,POSTAL KIOSK,AMENITIES CENTER,POOL OFF 11
L _ PROPOSED CONCRETE SIDEWALK STREET PARKING,ALL PERMANENT DRAINAGE EASEMENTS, ----
PROPOSED FIRE HYDRANT DEVELOPMENT SIGNS,OPEN SPACE IRRIGATION AND UGHTING SHALL BE (IN FEur)
PROPOSED SEWER MANHOLE THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION TO MAINTAIN 1 inch= 300 tL
• AND OWN.
AREA BY COORDINATE COMPUTATION.
REVISIONS o u b l e
,N,n,n,,,un,,,
srM. DESCRIPTION DATE �cN ?°�;� UTILITYIMPROVEMENTS OCT 2021
SITE PLAN
J TO SERVE
•E _ ` '° = CAMERON VILLAGE PHASE 1 FINAL DRAWINGS
ngineering, PLLC �9LitiINE.cties
„r UPON. HOKE COUNTY, NORTH CAROLINA NOT RELEASED FOR CONSTRUCTION C-2A
150 S.Page Street•Southern Pines,NC 28387• [phone]•Cert.No.P-1275 �' S-IL-2Z SHEET NO.