20070243 Ver 1_Site Plan_20070125

~c°o~ Q+ o oo oo %%n
ols
UO Z
Erasion and sedimentation control measures shat! be ins ected weekl and an noted deficiencies shall be re aired Water su I s stem de ails er v' P Y Y p pp y y t p pre ioussy perm usly permitted design prepared far the overall Carriage Park site Jose h Miles P
immediate! .Erasion and sedimentation contras measures shall also be inspected after any precipitation event of O.5 Y Rab~nson Jr PE engineer-af-record .
inches or mare within a 24 hour, period. Remove sediment from behind fences prior to sediment accumulating deeper ove imsnt from Dols riot to sediment accumulatin dee er than one-half the oaf de th. than 9 inches. Rem sed p p g p p p ~ a °W v
Remove sediment from aved roads immediate) .Place removed sediment within the project disturbance limits or in an p Y
a roved dis oral area. Re lace materials rack, fabric, etc and repair structures entrance, pools, fences, etc if PP p P
dama ed. Reseed as necessa after reci itafiian events to establish ve etafiion. Undertake all maintenance o erations g ry P p g p C,4
tsar to commencement of other work activities. Refer to the NCDENR Erosion & Sediment Control f=teid Manua! for p Cd
additional erosion and sedimentation control measures maintenance guidance, Cd cd
N.T.S. N.T.S.
NCDENR Land Resources Division officials have a raved removal of tem ora erosion and sedimentation control When Pp p rY GONCRETE COl1AR ON VALVE COVERS
measures, the fallawin rocedures shall be followed. 1 remove accumulated sediment from fences and pools; 2 remove 9 P a c~ sediment fencin ; 3 remove sediment pools; 3 grade disturbed areas to match original surface; 4 inspect all disturbed uNa~u~s® ~
~ z z . Al N round for ode uate vegetatEVe cover; 5 seed and reseed as needed all disturbed ground; 6 remove construction ii CAST IRAN COVER MARKED "WATER" , ~ • • ADJUSTABLE TOP
g q entrance• 7 and nofiif Pro'ect En sneer Owner and NCDENR Land Resources Division officials that ro'ecfi has been r: " t~ h' dA 4 t; i.
Y 1 g ~ P1 completed. t ~ A
~
+ * l': S ~ • "•t ; 2" i-2 ABC PAVING (MINIMUM)
q/2 •r•:;.:' 1B x18 x6 coNCRETE PAD
i ~ • ~ : • ; rarlas CAST IN PLACE fC ~ 3000 1 vartea .r.. , ,
I STQNE
r'ti l/ ~ CA5r IRON VALVE ~X 1~
UNDLStURBED EARTH VALVE TO BE
CLOW OR EQUAL `'~-~.,,..yw
CONGRETE BLOCKING
NOTE: THRUST BLOCKS SHALL BE CONSTRUCTED aTRUCTED OF 2QQQ P.S,I. CONCRETE
VALVE TOP IN PAVEMENT VALVE TOP 1N SOIL
DIMENSIONS OF VARIABLE " VARIABLE "A" IN FEET
PIPE SIZE NOMINAL DIA BEND MINAL DIAMETER 1N INCHES
2 4 6 8 10 1Q 12 16 18 2Q
90" 1,5 1.9 2,8 3.8 4.7 4.7 5.9 7.5 8.5 9.4
45° 1.0 1.4 2.1 2.8 3.5 3.5 4.3 5.5 5.2 6.9
22.5 O.8 1.O 1.5 2.0 2.5 2.5 3.1 4.0 4.5 4.9 CAhip '
11. " 5 O.8 1.O 1.1 1.5 1.8 1.8 2,2 2.2 3.2 3.fi
SEAL
Nate: Thrusts shall include lastic with a ' p mm~mum of six ( um of six (6} mils thickness to pratect fittings NO. 023498
for future repair.
v
C
N.T.S. N.T.S.
A
UNDI5NRBED EAR11i A/2 A/2 U
' ~ ti'
•~S ~t~.~ i+: . • Double Yoke Meter r Ba
~ ~ A/2 (Mira) ter' ~ •wr May Be Required Ford AV9 Meter Bax ' 4-323W Yoke Valve
it, • vr~ . ~ • • ^ ~2 Plastic with Cast Water Meter Iran Lid
..a A
ti ~ / 1 Check Valve
tlNDi51111 aNOlsruRBEn EARTH ~ Ford HHS91-323 Lack Wing Angle Valve
Minimum de th 2 " p
Customer Piping Q0
NOTE: THRUST BLOCKS SHALL BE CONSTRUCTED ~TRUCTED OF 2QQQ P.S.I. CONCRETE Brass Adaptor far Compression Connection
THRUST BLOCK SIZE SHALL BE DETERMINE )ETERMINED BY LARGEST DIAMETER OF TEE V)w
DIMENSIONS OF VARIABLE "A„ sr J' min. » ~BLE A IN FEET t HDPE Black 0 :1
Service Pipe
PIPE SIZE NOMINAL DIAMETER IP IAMETER IN 1NCHE5 Ford vH-72-7W Corporation Stop Meter Setter Li
2 4 6 8 1O 12 12 16 18 20 Brass Saddle Ford S70
1.5 1.9 2.8 3,8 4.7 5.9 5.9 7,5 8.5 9.4 U 0
Hand Tamp Backfill Under C) V) C: V)
Note: Thrusts shall include plastic with a minimum of six Service Tap and Piping um of six (6) mils thickness to pratect fittings E
for future repair. D o
Nate: Services under pavement shall be cased with schedule 20 2» PVC Pipe. Zs~
Service tubing shall be HDPE 1" minimum 200 psi operating pressure and Z C ao 04
certified for otable water. P 0 LL L7 LL- U
V d C~•C-~ cl:• 4,sZ
° LL z
N.1.5. W V LLJ to L-
~J m m ©N .0, La.. MNQ
STEAME TO FN STEAMER NOZZLE TO FACE STREET
® CLOW FIRE HYDRANT OR EQUAL
18" (min) 100
Z w
6" GATE VALVE & VALVE BOX M
(eoe detaA) U
MECHANICAL. MNT TEE v
OR HYDRANT TEE X)VER (min) w
CAST IRON VALVE BOX W CQVER (min) DUCTILE DUCTILE IRON PIPE z ~ © o a
ROAIAC GRIP RINGS
WATER MAIN OR EQUAL. VALVE ROMAC ROMAC GRIP RINGS U w w °v
of OR EQUAL o Z
"r v D M
< 6" DUCTILE IRON PIPE CONCREtE BLOCIQNG 0 a
CONCRETE 81.OCKING TIE RODS N
Cc1
varies vori varies L~ Ca
SCALE HORIZONTAL: N/A
VERTICAL: N/A
Note: Concrete blocking shall be poured and contained by I ntained by undisturbed earth and fittings DRAWN BY: TSB
in contact with concrete shall be wrapped with six (f polyethylene sheeting. I with six (6) mils or better DESIGNED BY: TSB REVIEWED BY. DRL
FILE NAME: 050072AB.DWG
DATE: 2006 OCTOBER 27
SHEET 7 OF 7
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00 00 O en
COMPAC-~ WEIR OUTFACE ~ N N hl U
. . ? . NTS (NTS) Precast Reinforced Concrete Lid (6" t Grate Cover North American Green C350 Erosion C h
This site is bein devela ed as a 39 lot sm le fam~l residentEal subdiv~s~on. The site is located in Seven Lakes West 9 P 9 Y Lid (6" thick) C1.~ W .0 0
Beacon Ride in Moore Count , North Carolina, The site a ears to have been woodlands for several ears. The site 9 Y PP Y (Neenah Foundry Company) Precast Reinforced Concrete Spacers (6"x6"x6"), Blanket (two layers) placed symmetric Precast Reinforced Concrete Lid (6" thick) one at each box corner concrete box Erosion Control
Gurrentl has re{ativel thick ve etative cover. The round cover is forest litter with scattered shrub:s and vines. The site Y Y 9 g >ymmetrically around .W o
is. redominantl covered with Ion leaf ine. The site has slo es ran in from approximately 0.1 % to 15~. The sails on P Y g P P gg the site are of the Bibb, Candor, and VhuGluse series. These soil series consist of hydric and well drained soils. The
. Precast Reinforced Concrete Box 6 th~Gk ur ose of this Ian is to u~de construction a eratians and relate environmental rotectian measures for the len th of P P P 9 P P g 6" thick - ~ Finished Grade ~ 3~3" ~ Crest Elevation Zc 6•~
construction. The total area to be disturbed is approximately 9 acres or less. Crest Elevation Zc
Finished Grade T, ~ Precast Reinforced Concrete Spacers (6°x6°x6"), ~ ~ ~ ~ ~ ~ ` ~ ~ ~ ~ ~ ~ ~ ~ s~ one at each box corner ~ 6,• ~ i Pipe ~~~~~\~~~~'/\~i\~~~~~\7~\~ , pipe , Zi (ft) Zc (ft) Interior Box Size (ft) Structure Zb (ft} Zi (ft) Zc (ft) Interior Box cis
N C~3 tt~
~ \ ~
1. Install safet barricades si ns and other measures as a ro riate. Y ~ g ~ PP P ~
Lion a ranee. 2. Install Ganstruc nt \
i tall Lion of erosian and sedimentation Gantrol measures. 3. Clear areas far ns a
4. Install erasion and sedimentation control measures. \ 5. Begin grading aperht~ons. ~
it rosion and sedimentation control measures Burin construction as necessa \ 6. Replace and repo e g ry
7. Install starmwater i es and structures. / ~ PP
8. Install water supply pipes and appurtenances.
w 9. F~n~sh radon o eratNOns. ~ ~ ~ r \
10. Pave roadwa s. , Y \ r\ /~,/i,~
11. Prepare, amend, and seed al( disturbed areas. 12. .Install erosion Gantrol blankets.
* I w' r en cover 'ces structur i f i Nate 1. An disturbed area steal! be panted ith pe man t ground ..and cev~ es nstalled suf IG ent to
Y restrain erosian within 15 calendar da s of Gom letin an hose of radin . Y P 9 Y P 9 9 Structure Zb ft
*Nate 2: Confirm with the Pra'ect Engineer and NCDENR Division of Land Resources that removal of erosion and J ;rior Box Size (ft)
sediment Gantrol ,measures is acceptable. INLET 01 574.50 575.50 5Sd.67 5x5 OUTLE( Ot 572.50 573.50 578.25 5x5
*Note 3: Refer to the NCDENR Erosion 8c Sediment Control ESC Field Manual for ESQ, maintenance uidance. g i
INLET 02 558. 8 4 559.48 565.14 5x5 OUTLET 02 556.48 557.48 562.25 5x5 i
NTS
SEDIMENT FENCE
(NTS)
I. GENERAL. SEEDING AREA PREPARATION Wooden Post (1.5"x3.5"x48")
/\/i /\/i\ /i / /i r /i /i /i /i /\r \ / / ~ 1. Verif with Pro'ect E i ~s to be prepored as seedbeds. Filter Fabric f or Steel Post (1.331b/If min)
\ \ \ \ \ \ \ \ \ \/\i\i\i\i \ \ z Y J ng Weer the areas to be 2. Areas to be seeded shall be mowed and rakE and raked with rough chain link fencing or similar equipment. Mirafi 100X or e uivolent
4 / 3. Lar e rocks and other obstructions shall be i / 9 shall be removed to improve the probability of successful vegetated cover To ed e of fabric of i8" above round surf I and commercial fertilizer (,135 Ib/ac nitrogen, 75 Ib/ac phosphate, 75 Ib/ac
/ / / establishment. / ~ , 3und surface ~
~ 4. A I a / / PP Y gr~GUltural I~me 3,000 Ib ac and Gan ~ ,
/ ~ otash un~forml and thorou hl mix with sail. P Y gY vith soil.
1 / / / /i 5. Seedbeds teal be smoothed as needed such Ied such that the depth of surface ridges does not exceed three (3) inches. No. 023498 w
/\\i\\i\\i\\i\\
/ / / / / / / /i /i /i /i / /i / ll. GENERAL SEEDING PROCEDURE \ \\/\/\/\\/\\/\\/\\r\\/\\/\\/\/\/\/\\/\\/\r\ , \\,\/\,y\/\/\/\/\\ \,\/\y\ /r//////i/////////i///i///
\\/\\/\\/\\/\\/\\r\\/\\/\\r\\/\\/\\/\\/\\r\\/\\/\\/\\/\\/\\r\\/\\/\ ~,/~`~/~`~/~/,/~~/~/~~/~~/r~/~~/~fi\/i~/i~fi~/,r\/i\/i~/i~/i~1a~/i~/i~/i~/i~/i~/i~/i~ 1. Verify with PrvieGt Enaineer the tvae of seed r v r ~ i~ W , , of seed mix to be applied in the various bed areas.
2. Seed 1 n aCGq rda nee Wlth the sC teed ale below, de below, adding 0.15 Ib / 1000 sf Rye Grass (Lolium multiflorum) to each seeding W W _ ~ O ~
1.75 steel NAG staples {12 long} per Square Yard //\/i\//\//\//\//\//\/i\/i\//\/i\/i\//\//\//\f/\//\/1``//\//\//\//``//\//\/i\//\/1\//\//\//\//\ t e and addin an additional 0.15 I 0 /rr/////////////////////////rr/ YP g b 100. 1000 sf Rye Grain (Secale cereale) to each seeding type between the months of W _ , ,
/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\f\/\/\/\/\/\/\/\/\/\/\/``/\/\/\ Se tember and A ril. P P
3, On areas where erosion control blankets or s ~kets or sod are not to be installed, mulch with straw or hay at the rate of 3,500 \ /~W W W ;
NOTES Ib ac between the months of Ma and Novembe Y November, and mulch with straw or hay at the rate of4,000 Ib/ac between the ~\~\/W ' ' ' =~i' i~~
months of December and April. XlSjj/\ W W W W W W ~ '~~~\~/I~~/~~\/
1. North American Green NAG S75BN erosion control blankets shall be installed an all sb es of 3:1 or stee er. 4. Tack seeded areas at the rate of 8 al 1+ P P g W W ~ ~~~/I ~ ~ .gal / 1000 sf. n9 E°~~~/,~ ~ T~7 W W W W ~ ~ , ~ / .
2. Sail shall be re aced sail before ~nstallrn blankets, includin a licatian of seed, lime, fertilizer, and ail other P P g 9 PP amendments. * Seeding and amendment a plichtion shall acc~ shall occur once a year on areas where needed. \ W ~W y " W W W\ \\IW'''%`%~'~~~:
P 3. The to ed e of the blanket shalt be anchored in a 6 doe x 6 wide trench unless otherwise indicated .
P 9 P 4. Backfill shall be laced and com acted in the trench after sta lin . P P P g SG~entific Name n
„ Co 5. Blankets shall be placed end over end with a 6 overlap. Common Name Seeding Rate Ib ac W ~i~~\ \i\~j/ Butterfly Milkweed 1.00
6. Overfa in blankets shall be anchored to ether with sta les a raximatel 6" a art. PP 9 g P PP Y P A ~ n
Asclepia tuberasa Buti 5. Blanket, overlap shall always be placed such that lower blanket ~s downslape of upper blanket. • Aster spectabilis Sho Showy Aster 0.75 NOTES Trench (8"x4'~) backfilled with
6. Manufacturer u~del~nes and recammendatEOns for blanket Enstallat~on shall be followed. g . Cassia fascicuiata Sha Showy Pprtridgepea 1.00 illed with
7. In loose saEl Gand~tions, the use of Ian er stakes ma be re aired to properl a~~hor the blankets. g Y g Y Chhmaeerista faseiculath Sha compacted sand-clay Showy Quailpea 1.00 1. Posts shell be installed 5 feet on center along the sediment fence alignment. and--clay
Diadia Ceres a Po Poor~oe 1.00 2. Filter fabric roll ends shall be overlapped along 2 posts (10 feet}.
Echinacea purpurea Pur Purple Goneflower ~ •25 3. Posts shall be driven 24 inches minimum into round from surface.
Euphtarium maculatum Joe Joe Pye Weed x•25 4. Filter fabric shall be trenched vertical) 12> inches minimum into round from surface.
Glandularia canacensis Ros NTS Helianthus annuus Con Rose Mock Vervain 1.00 Y ~ ) 9 Common Sunflower 1.00 5. Filter fabric shall be attached to posts on the upper side of slope.
Lespedeza capitata Rau Roundhead Lespedeza 1.00 6. Filter fabric shall be attached to each wooden post using a minimum of 3 heavy duty galvanized wire staples ^e staples. (10
Monarch didyma Sca Scarlet Bee-Balm 0.75 7. Wire stapGes shall be a minimum of 1 inch lang.
PanlCUm dichatomiflarum Fall Fall Panicgrass 1.50 6. Filter fabric shall be attached to each metal post using a minimum of 3 heavy duty polyethylene clamps. W imps. a
Panicum vir atum 5wi1 9 Switchgrass 1.50 ~w
Rudbeckia hirta Blhc Blackeyed Susan 1.00 CI4
Salvia s lendens p Sca Schizach rium sco arium Littl Scarlet Sage 0.75 Little Bluestem 1.75 GRATE COVER
Y P ' Sorghastrum nutans Indi{ Indiangrass 1.50 (NTS) LLJ
' Tridens flavus Pur Purpletop 1.50 CD 0
~0£L OHW
L.[... C/ N
o~~
NTS ~ cro ..>WOO
rn 0rlE 04
C~ , ~Iter Stone Face aD 0 - U_
\ (NCDOT #57, 12" thick) ~ O O U V) c
Waz 0)
18 CL 0) L.LJ Pe)
Mof ~z X~ ~..J m W064-0 GLL~INQ
Ground Ground Surface Vt Dt 2 4 o Q°° o~ ~~D a ---i 5
Geotextile Filter Fabric Liner V
Trevira Spunbond 1135 or Miraft 600X \ (X)
r 22 1/8
~x X/ NF CO. 25 3/4"
r Well graded 2 to 3 washed stone F- Z LtJ
6 minimum thickness
U
NEENAH 3yp DRY COMPANY AFOUN v
DIVERSION BERM Ground Surface Stone Core d, 10 NEENNNi W6WN9N 5I958
NTS 24 diameter rock R-2560-E2 Beehive Grate Grate o 0
North American Green P300 Erosion Control / \ \ a Frame -12 a i
.~<rrrr \ Blanket placed symmet\\\\\\\\\\ DoQ rically along berm \ \ \ 00, Lilt U
~ : - ~ ;,,?l,,•,~, I, . , centerline \ . p ~Q o z
X IN, I / !?\/I / Der a G] M
/ ~ I I D a C- ? o V D e L7 ~O y~\y~ ffi X,\~~
.I 11?\/1 /~I '\I //1/1.1 ~I 1 I,I / ~ ~ r , I, /1. \/III .,,:~\I/ I /~1,' ?/1?~\I, I \/,I \?~11/! / I _ I /1r 1/I i\/~! I,/r/,1/, Ground Surface 0 Q
~ I\.~11/! ? \/~li .1 /\?~\/1 1 I %~I,~/1? 1/11'/1?~\i,l `/~/I ~ ~ ~1,'/\: 1 \X <
!~/I ,.el/'l\. \/il ,l/~ I , .,..I, / \/~I'/\./.~11/I ;•I/~/~? l/ii ~/\~~\I/, ~ },~/Ir \/,jl/,•/\/r~\ / \ ? r, c
r .
SCALE HORIZONTAL- N/A
r\ r\ r \ ~ \ r~ ~ \ Structure Vt cf ,f) _ Dt (ft) _ Lt (ft) Sp~ 27 9/16" VERTICAL: N/A
Volume ne ~ Depth Length (average) Slope DRAWN BY. TSB
DESIGNED BY: TSB REVIEWED BY: DRL
hVqy 35 7/16" 4icaep4NO
SP01 1921 :1 1.5 40 3 ~i, arty ~ FILE NAME: 050072AB.DWG
SP02 5132 ,2 1.5 33 3
SP03 2153 .3 1.5 30 3 DATE: 2006 OCTOBER 27
SHEET 6 of 7

~ X
~ ~ ~ 4- 00 00
0 00 00
I
i
r
100 0 100 200 300 ~ I
~
4-4
8021 ~ 8022 ~
V Cd
8a2a 1 8020 8023 I
~i ~
I f~
1 8019 1 ~
t ~ r Service 8024 Meters (2) i ~
' SerVICe I ~ 8x18 8015 8016 ~ ;
8017 , ~ ~ Meters 2 1 i - - - - _ _ _ _ _ Service ~
t~ .
A•~ Meters (2) ~
i I ~ 1 ~.I'• •w~. . 4 Serv+ce ` ~ ~
SerVlce t r'. SerViCe t , • ~ Meters (2) ~
~ Service Meters 2 ~ Meters 2 ~ ervlce l.~.. 8007 Fire Hydran 8025
Meters 2 Meter i~ 8006 with Valve ~
Fire N Bran 8008 Y t 8014 .~a. with Valve
Ire Nydran i 8005 ~
Baas ~ '
Service Senrlce ~ .1
Meters 2 ,r-•' Meters 2 Service` I Meters (2) I
8012 / 8010 ~ Service ~
8011 1 Meters (2 ~
8013 2142 LF 5 SOR 21 am I
Water Su i Pi e ~ PP Y P 8001 8002 8003 ` ~ 8026 01 i ~
8004 ~ i ~ ~
7064 • ! i :G 'y k
1 ~ ~ Service i r
Meters (2) ~J I i
1 t Service i ~
~ Meter ~ / ~ w :z SEAL r: NO. 02,3498 I~ 4
I _ _ - - - /i 802
~ ` , '
i r
r,, ~ n n i ~ .3ervice` I '~f tl tttt~~~`
Remove End move End Cap ~ Meters (2) I
f 1 r I
r l J /1 /~`t ' ~ 1 7u 1 a . 8039 8038 iv18
r Gate Valves (2), Met ,rse (2) 8028 I
r and Thrust Block ~ ~
...y l
~p - 7aa~ i
1 1 1 ~ rt c ~ 1 Fire Hydrant
~ r ~ ~ ~ \ ~ i / 1 1 ~ i ' with Valve ` I
\ ~ 1 7a08 ~ ~ ~ \ i / ~ 701 ~ ~ 8037 \ I
/ i 1 r 1 ~ ~ i
/ 1 ~ ~ 7007 1 1 ~ ~ Service ~
% ~ Taos ~ 1 1 ~ ~ ~ ~ ~ 7016 I 7015 Meters (2) 8029
C j ~ ~ ~ 1 1 / ~ \ i ~n
f ~ ! \ 1 1 ~ ~ ' ! 1 ~
i !I ~ 1 ~ 1 ~ i ! l \ / \ L.i.J
1 ~ ~ 1/ ~ ___-a s I
, - 1 / 701 a ~ ~ /
\ ! 1 ~ 4 ~ / r vW ~ ` ` ~ ~ ~ ~ ~ Service 8030
~ _ 1 1 _ ~ I ~ ~ /
1 ~ / ~ ~ 7005 1 / LA~LIGH'~R COST ~ 014 8036 ` ~ I / ~ / LJLJ
e 1. 1 ~ / ~ \ 7011 7011 / ~"„1"------""---
/ W c0 r
1 ~ ~ ~ / I \ I CD
1 ~ ~ ~ / 1 ti
I ~ ~ ~ / + Pond ~ 1 1 j 7012 ~ 701 / ~ ~ \ ~ W Uli
i / ~ I ~ ~ / ~ ~i `
~ 7aa4 ~ ~ i ~ ~ ~ i ~ \ / I C7 Li j .ti > r
~ ~ , / 1 l I ~ \ S I t
~ ~ ` ~ ni _ -J a)
1 ! ~ t ~ ~ \ ~ ~ N
U)
1 \ ` ~
\ ~ ~ ~ LQ E i rrQ~ a
\ i / ~ ~ 0) 0) 0c)
? r W ~ z
'ter \
r ~ \ I i i ~ 8035 ~ ~ ~J ~ i ~ `
r \ \ ~i~ 1871 LF 6" SDR 21 ~ LLJ
' \ \ 1. Water r s stem er reviausl ermined desi n Jose h Miles Robinson Jr PE en ineer-af-record . \ ~ Water Supply Pipe ~ m W2Ma' ~ aN..a CLMNQ
Y Y P P Y P 9 P 9 \ \ \ \ \ ~ Service ` i
The Contractor shall notif the Pro'ect ~n ineer and Maare Count Public Utilities of wank intent at least and r Y J 9 Y 3 st a d wank \ ~ \ ~ i i Meter t` ti ~
days prior to start of water su I s stem construction a erations. The Contractor sha11 notif the Pro'ect En ineer and PPY Y P Y J 9 \ / ~ ` Service ~
P i ~ Maore County ubi c Utilities of expected camplet~an at least 3 standard work da s rior to water su I s stem \ Y P PPY Y ~ ~ i ~ i i Meters (2)
construct~an cam IetEan. In the event that the Contractor does not ro erl nat~f the Pro ect En rneer and Moore Count \ P P P Y Y J 9 Y \ ~ ~i ~ ~ ~ I
P \ ublic Utilities, the PraJect Engineer ar Maare Count Public Ut~ht~es ma re airs the Contractor to remove aft water su I \ Y Y q PPY ~J s stem components installed without the necessa ins ectians and re lace under the re aired su ervFSion review
Y rY P P q P \ inspections, and tests at no additional cast to the Owner. \ ~ ~ . ~ i ~ ~ 8032 I / 8034 \ ~
~ 135' Wye Fittin
3. The Contractor shall coordinate all ins ectian and testin of water su i s stem with the Pra'ect En ineer and Moore P g PPY Y J 9 \ ~ ` awith Thrust BI k I _
Count Public Utilities. All water su 1 s stem com onents shall be tested er current minimum re uirements of the Count Y PPY Y P P q. Y \
of Maare and the Sate t of North Carolina. ~ 6p, ~ ~ I e t ~ r ~ z
4. All water su I s stem fittin s shall be US steel and shall be tharau hl swabbed inside with HTH solution imme i ~ Service ' ~ 0
PPY Y 9 9 Y d ately prior to installation. ~ Meters (2) i ii
I ~ ~ 8033 I ~ ~ v
5. Number 14 ca er wire, coated far direct burial wire with corrosion ratectian, shall be installed as a tracer. Tracer wire PP p
shall be brought to the surface an the outside of valve cans and be encased in a terminal board with weather roof box. P °
Anodes to be soldered to the tracer at 500 feet intervals. The tracer wire shall be laced ata all water su 1 s stem P P PPY Y pipes. 538 LF 6" SDR 21 1 ~ ~
Fre Hydrant Water Supply Pipe ~ g I ~ with Valve X35' Bend Fitting ~ 20 I 21 l
6. All water su I s stem i e ' ' PPY Y P P taint deflection angles sha11 be less than the erm~ss~ble deflection an le of 10.4 de Tees P g 9 21
for 6 inch SDR 21 pressure pipe in 20 feet ten the as indicated an a e 255 of the Uni-Bell PVC Pi e Association g P9 P with hrust Blocks (2) ~ ~
Handbook of PVC Pie . P
l SCALE
7. The Contractor sha11 use grip rin s with ductile iron i e and fittin s. 9 PP 9 \ t Tapping r-Tapping Saddke and HORIZONTAL: 1" 100'
8. A11 water su I i e shall be installed b the Cantractar with 36 inch min' um r ~ Corpora 112.5 Bend Fitting / ~ 135' Wy with Thrust Blocks (2) ~ G `Thrust Vdiv ~ Corporation wi h VERTICAL: N/A
PPY P P Y ~m g aund saver above pipe top. 135° Wye Fittin and DRAWN BY: TSB
9 Il ' . A water supply pipe shall be installed b the Gontractar with 18 inch minimum se arat~on above stormwater ~ es. Y P PP Thrust Block DESIGNED BY: TSB REVIEWED BY. DRL
FILE NAME: 050072AB.DWG
10. Water supply pi es crossin aver stormwater i es shall be cased with 16 inch smooth wa11 or s iral welded steel i e P g PP P PP
with a minimum ieid stren th of 35,000 si. The casin shall conform to ASTM A139 Grade B or ASTM A53 Grade B. The Y g P 9 I \ ~ WEDG WEDGEWOOD LANE
water sup f i es thrau h the casin shall be ductile iron su orted eve 8 feet with steel all nment aides. Flexible PY P P g g PP ry g g
casing seals shall be an each end of ,casin ..The casin shall extend 10 feet from crossin centerline on each side of the 9 g 9 culvert. ~ 18 / l' - DATE: 2006 OCTOBER 27
~ ~ ~ ~ 16 15 i
SHEET 5 OF 7

00 00 Sko M 00 ~
~ C14 (14
U~~ Z r.
~ Ca 4 (D
545.a 645.Oo
JA4 1-4
Q U
540.0 ~ istin urface 640.Oo rface
9 ,rn
c~ 635.0 635.Qo
~ N OQ ~ tD
. (~'i M n
~ ~ 630.0 as 6~a.aa
ow w 0
U 6z5.a d 625.ao
w
U o~ U U LL U
6zo.aa
% ti 1.0 ~ ~ N .ti r~ N d-
615.o N +O~-C ~ d- +
C + o ~ 0 615.aa 0
~ N a` © + C 7emave ca an exten ~ > ~ - p co ao ~ © +a ~ a~ ~
~ ~ 4 a 6~a.a w~ ~ t- ~ ° 61a.ao
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570.0
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ater S 1 St el Cali ~ Pp Y 9 ©c.
" 565.0 cn c t 65.aa
w, SCALE HORIZONTAL: 1" = 100'
C 4~ VERTICAL: 1 " = 10'
560.0 60.00 DRAWN BY: TSB
DESIGNED BY: TSB REVIEWED BY. DRL
555.0 55.oa
FILE NAME: 050072AB.DWG
550.0 5o.oa
-1+00 00+00 01+00 02+00 03+00 04+00 05+00 06+00 07+00 08+OQ 09+00 15+ao 16+ao ~ + o+oo a o as+ao ~o+oo ~ ~+oo ~~+oa ~~+oo ~4+00 7+oa 18 oa 19+00 2 2 a 22+ a DATE: 2006 OCTOBER 27
SHEET 4 of 7

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orkers first in all o erations. The \ \ and welfare of the ublic and w P ar shall lace the health, safety, P ~ ~ ~ i
1. The t~ntract p blic \ et of the u \ warnm sr ns to ensure the saf y p barricades warnm I~ hts, and g g hall rov~de ail a ra rate work ~ 9 g \ \ C Victor s p pp P al C~ - ~ / r
a I~cable local, state, and feller aka all work ~n accordance with pp s. The Contractor shat( undert \ and workers at all tame G' i
\ ~ safet laws. ~ Y \ r ~ 593 r ~ ~ / / i r-
' n rior to commencement of \ I! construction serve m mfarmat~o p O / ~ ~ ~ r'-' - 803 z w
uate understandin of a y 9 ~j .The Contractor shall gain adeq g \ ~ rdEnate all canstruct~an elevations. The Contractor shall coo . verff benchmark lacat~ons and \ r r° ~ _ 5 \ / ~ 80 4 0
nstruct~pn. The Contractor shall y co ' icated are based an NAVD 1988. . Pro act Serve or. All elevations end locations colors, other with the ~ Y r ~ J / ~ v v
serve ~n marking, \ Y9 \ ~ ~ ~ ~ I ~ ~ + ~ w
• shown an ne to exastin ut~i~tEes whether • • mate locations pnl . An damage do g ties are shown m their a prox Y Y Ex~st~n ut~lr p g 'an of all utilities shown ~ z
Contractor shall verff the locate nsib~ht of the Contractor. The Y this Ian or not shall be the respo y p the Contractor shall contact 6' ~ S9
ensure ra er location of utilities, mmencement of construction. To p p or not shown prior to co \ U w
least 5 full work da s rior to r util~t lacat~on and marking at Y P NC aNE-CALL 8Cq 6~2-4949 fo y the Count of Moore and • Y • •
ion. -111 YI.SI of construct aSe 1~ commencement ~n nee r - .Y
's oral ~ s ons~ble for the removal and di p materials. The Contractor shall be rep ~ 1.5 OrE anal r
shall be res onsible far site 4. The Contractor p E , m and re lacement of all ~rr~gat on p p gy 'on debris. The locatEan, reservation, repair, p .1 Surface k co
inc~dentai or an~c and constructs P of any 9 ' 'lit of the Contractor. 'tyP t er im rovements shall be responsfbi y e ve etat~on drivewa material and oth p c electrscai works, landscape g Y den ~ _ - ai 1 Ong~n +2% , , ~ ~ Surface
,men ~ A i a ti~ ~ o ~ ~ ~ 2
traction and notsf the Project Engrneer ell rior to the. commencement of cons Y 5 actor shall verff all site cond~t~ons p c 5. The Coutr y a hhoa° oph tia^°p4 ~ ~ , {i ~V ~ Qy Q R 1 fla oa p as op ! (x Lo k ,
nd. floe a si nificant differences are foe p oa immediately if anY g tioaa a ~ ~ 0 OQ 44Q p4Q~4 ~ ~ p 0 p p p Qp~~}4 4 ~dQ tip 1 t
l kee the Pro'ect En sneer °aofl z t En weer. The Contractor steal p 1 9 Q a o a a o l~~.l ~C 4 wa a ~ oa va e erg u Q pa fl qa da ~ 1 ~ tio~ o~ ao ~a~ } / t SCALE
coordinate all work wkth the Pra~ec g ~ ~ ~a 6. The Contractor shall tf o pa bans. The Contractor shall not y r cA co a ins action of the work an a regular as c~ e ro ress of the work and request p o pa . • , u ~D ae q~dpC?a o4 0~ / HORIZONTAL: 1" = 100'
informed of th p g erosion ~ o o+ commence: clear~n and grubbing, gyn. o k da s before the folfawln work groups 9 ~ a c ro act En sneer at least 5 full war y 9 ~ ao the P~ g andsca a lantm . o a od° o°° o as ~ D ~ , VERTICAL.: N/A
na ement roadwa avmg, and 1 p p 9 ~ ~ rad,n water su 1, stormwater ma g Y p a and sed~mentat~on control, roadway g g, pP Y GL 13.5 ~ > ~ 25 1 DRAWN BY. TSB i ! DESIGNED BY: TSB
o urbin in writin .with si nature of supervis ry Remove c g > 1 REVIEWED BY: DRL
ct En sneer shall be submitted g 9 b the Contractor to the Prate g , 7. All communication y all as the Pro act En sneer sh and re ave nation b the Contractor to ! 9 p 3.,~ 10 Ors anal g FILE NAME: 050072AB.DWG
' n. A transcri t of all verbal common y staff and date of documentatio p , s ondence indicated cumentatian. Na commun~cat~an corre p ace •1 Surf r- Ori ~na1 _ r .5• J
f su erv~so staff and date of da e submitted in writin with signature o p ry b g wr~tm m the Contractor unless received ~n g • • ce tell b the Pra act En meer fro Surface ~ ~ \ / ~ r~..
re oasts and other shalt be ac p y 1 g not~f~cat~ons, q ~ in water % ~ ~ ~ ~ Beg a - DATE: 2006 OCTOBER 27
ro'ect En sneer tram the Contractor. ~ ~ b the P ~ g Y r - 1 ~ extensian -
mits include but ~ ~ erm~t re u~rements. A I~cable per ~ m accordance with a Ircable p q PP ~ Contractor shall undertake ail work PP 8. The ual~t • and ~ w`vTAV(r r f T an ar
r su 1 extension; surface water q y, ~ soon and sed~mentat~on control, Ovate pp y ~ are not necessar~l I~m~ted to. era Y ~ o '"o i SHEET 3 OF 7
'urisdietianai waters impact. } w ~ J

~ ~ ~ - _ - ~ 10' Wide Stormwater Easeme ~ Van Derveer and Yow Properties LLC NC State Plane Grid Gaordinates • • ~ . ~ • ° • ~ • Easement SCJRVEY N01`ES • LEG~'ND • • . Tract Owner: ' • . Black Point Devela men Development LLC '4o00 00 w
I ~ ~ P X E ; 1,822,617.94 feet • • taLESS OTHERWISE gENOTEq ' • . 2239 Narth Pinehurst ; Pinehurst Street a 00 o°a ~
AREA gETERM1NEq BY ~ EXIS G IRON STAKE ° • • Aberdeen NC 2$315 Y N .552, 642,8.) feet T~ . . 28315N
C ' • 91 O 215-061 1 COORDINATE METHOq ¦ EXISTING CONCRETE MONI.~MENT ( ~ $ ~ Combined Factar: 0.999843164 • . ~ 0616
~ Master Pian Designated Golf Course ~ 4 SET IRON STAKE ' ~ • I ~ Pra osed Develo ment: • 1 ~ ~ ? LEGAL REFERENCE: P P Residentral Carnmunity a R SET CONCRETE MONUME . Community
Unmanaged Woodland 1a I ~'6 ~ ~ , gEEq BOOK 2848, PAGE 21 .Z 7g ~4r , , ~ -W-• EXISTING WATER LINE Tract Zonin : GC-SL s' n 1 6~ g life a d all ad and all adjoining tracts)
~ 100 0 100 200 300 DB2967/PG308 ~ NAD83 N~° ~pg.5g E ~2 j I • EXISTING FIRE HYgRANT , ~ TOWNSHIP: MINERAL SPRINGS. t 9
EXISTING WATER VALVE I Tract rea: U D4 A 40.75 acres 1,774,862 ( N 0 i, l .o 2 0 3 gASHEq LINES NOT SURVEYED ® EXISTING WATER METER (1,774,862 square feet) p >
~ I 1 -SS- EXISTING SANITARY SEWER LINE Water Supply Watershed: WS•-II-BW {Lumber Rive w Lumber River, Drowning Creek) N CO
N~~3118,~ N143~~~8 d{ I , $021 ~ EXISTING SANITARY SEWER MANHOLE
I~ ~ ~ , 8022 I Map Number: 8525 td ~ • W ® EXISTING SANITARY SEWER CLEANOUT . N ~ o , Cd
11'~E 1~~ 59 ~ ~ 8020 N83'21' 2 c EXISTING CABLE TELEVISION PEDESTAL ~ 36994 SF w c,,., 6 ? Par i ' $020 a~ 37749 SF ~ 1 cel identif catEOn Number (P1N): 85251$226097 N 9 ~ )97 C~J
25a.h5' 0.85 AC , N $023 ~ ~ ? EXISTING TELEPHONE PEDE~TAL 0.87 Ac r9 ~ I .EXISTING POWER STUBOUT L and Record Key (LRK}: 96000542 I~
N88'S0'39'1N N88'50~39"W N8321'11'~E ~Y 30.87 AC 37692 SI~ . 44, I t , = I n N ~ ExISTINC PowER sox , N 36447 SF ? 0.87 AC I ~ c, o~ ~ I
165.94 N88'50~39"W L~3 246.93' 220.64' i 158.70' ~ 8019 I 0.84 AC ,ti co ~ ~ EXISTING UTILITY POLE Proposed Building Setbacks: 50 feet (front} ~ ~ ~ r1r N ~ ~QU- EXISTING OVERHE'Aq UTILITI~ LINE 15 feet side >nt) le)
r li N ( ~ ,o 8024 N» 6?~ I 30 feet (rear} „ ~ ar)
n~ , 64225 SF ~ , , I ~ ~ 37243 SF' I Allocated Ri ht-af-Wa : 50 feet 4.8 acres 9 Y ( } 3 acres)
N o~, 8015 a, ~ 8096 ~ i 8017 ~ ~ 8018 1.47 AC ~ 0.86 AC . 1
~ 35200 SF i,+ Wes', 36802 SF G~ Sp.ND „ u~ ~ ~ 58260 SF cr 36785 SF 1.34 AC ' Pro osed Raadwa A ' p y rea: 98,589 square feet (2., ~ I , are feet (2.26 acres)
Z 0.81 AC ~ 0.84 AC En 0.85 AC 'J SU s . . ~ Pra osed Roadwa Z I P Y Length: 4,120 linear feet (0.78 ~ ~ . ~ o• feet (0.78 mile)
~ ~ u? I ~ c~ Pra osed Raadw© p y Type: Wedge Curb and Gutter and Gutter
Q I
S7S• ~ ~1 Conservation~i ~ ~9~3 S3'~ ~ ' 1 ~ Easement s sy~ ~ _y y sooa ~ w `O N Proposed Division: 39 Lots ~ I
W 6y . ~ 8007 ~ 80 5 » as a 2 i , ~ ~ $ 6 ~ ~ ` ~ Average Lot Size: 40,102 square feet {0.. oa are feet (0.92 acre)
78 ~ ~ ~ Q \ N { Cn 33621 Sl" d' ~ ~ 36953 „ N SF Mrn~mum Lat Srze: 36 963 s oars feet 0.
8014 ` 50 R/W 'gyp ~ 33402 SF rn Q W q 0.77 AC cv 33645 SF I ~ rn N a~ \ 0.85 AC SF © ~ t • are feet (0.73 acre)
" 0.77 AC h 8005 ee Maximum Lot Size: 7 z r.. ( 6,952 s oars feet 1. A : q { C ~ ~ © , e e~,4 are feet (1.77 acre)
34783 SF ,y 8009 ~ ~ 0.77 AC _z---'- N M 0.80 AC ~ , ir, 33829 SF ~d , z ~ ~ I 3 S 5 o5e 3 Cul-De-Sac Radius: 50 feet Ri ht-of-Wa 3284 1= ~ „1 Y~ 3ht-of--Way)
u~ Z ~ v, 0.78 AC e 1g~ ~ I . 1.18 0.76 AC ~ ~t ~ 45 ~ L17 N88 32 25 55 + 3 29 W 1
N g°`~' y 8012 ~ 0 8010 ',P w 93.10' N8 C.1 6 Ex~st?ng Land Use: Unmana ed Woodland 6 ~ 1 g ~~.1a N 1.70 82.11 ~ ~ Woodland
Z ~6~ g , 0 8011 ao o cO- ~0 ~~g N83'29'45" ~5~' ~"51 8013 ~ 55~ $qCF 48656 SF ~ ~ 30.761 ACF ~ 2~65~,•~ 1 a • ~ 05 I 29 4 . ~ Conservation Easement: Dedicated to Landowner 83 ~ ~ , a Landowner's Association
N 5 I z ~ .a ~ . ~ O en 5 ace. Z C~ Q (~1'~y 1 $Q26) cA c~» t{ P P Lake Auman and Comrr i and Common Areas
V~MJ i 1 a 8002 N , ,,,,I ~ N N
34964 SF ~ ° Conservation, 1.12 AC ~ ~~q. N~ X53,25 2 gpp~ )01 Iv ~ o~ c~ I W » » ater Supply. Moore County Public Sy W N 32460 S~ ~ I 36963 .~I" cn 32932 SF » ~ 8004 ~ ty Public System
0.80 AC ~ Easement' Conservation 15' E 7064 ~ 33390 SF ~ Easement N76 56' ~ , . w I W 0.75 AC ~ ~ 0.85 AC 0 SF tri a 0.76 AC » a Wastewater Management: Individual On-Site Syste -i-Site Systems
N85'32'43"W N88'59'16"E 7366 Carria e Park ~ ~ 0.77 AC ~ I` I ~ AC ~ o a 33290 SP , ~ M M { Subdrvider: Black Point Devela men
U 4 N88'59~ 16"E ~ 9 302.gp' 330.94 Phase i Section it cr .a, a 0.76 AC 1 I P ~ N ~ „ 2239 North Pinehurst C Development LLC Pinehurst Street
L25 205.98' ~ Undeveloped Lot ~ I . c~ . ~ . + 3~ Aberdeen NC 28315 ~ 10 ~ 28315
~ Zoned GC-SL ~ ~ I {910} 215--0616 ~ 1 I a5 0616 J*
D62667/PG424 '°L; W Surve or of Record. Thomas S Blue LicensE Y ~ ~ ~ i Nue (License 4093) .0: 8'1*
Preliminary Major Subdivision Plat Approval Certificate Van Derveer and Yow Properties LLC ~ ~2~ 802 7 BLUE: Land, Water> infra to N cn c~ I 1271 Old u5 Hi hwa Water, Infrastructure, PA 5 Highway #1 South
Master Plan Designated Golf Course g Y~ Southern Pines NC 283 L23 37419 SE ~ I ies NC 28387 SEAL
I hereby certify that the Subdivision Review Board of Moore County, North Unmanaged Woodland ~ , Zoned GC-SL ~ `N,~ 0.86 AC I En ineer of Record: Thomas S Blue LicensE 9 ( L-4093 Slue (License 023498)
Carolina approved on the day of 20_ one D62967/PG308 ~ W I BLUE: Land, Water, lnfr~ Water, Infrastructure, PA
preliminary plan of subdivision as shown on this play Preliminary approval is ~ ~ ~ f , ~ Ar valid for a period of 12 months from the above date or as established under the , ~ ' Y ~ ~ ~ , ~ ` de vested rights procedures, if applicable. ~ , , ~ C~~SF , . ~ ~ ~ ` ° Area intended for ~ . 1271 Old u5 Hs hwa rn • to 0 9 Y ~ Cr ~ ry ( deeding to owner u~ va N~ 1/1~'' Southern Pines NC 283 S Highway #1 South 'Sp,~,•SVR``' nes NC 28387
w ~ ~ ~ ~'V 8038 t 36 of Lot 7018 N I 8039 J a~ 2.
~ ~ r. Z New Streets: Su ar Sand Lane U i U , i''3 ~ r> ' Lane
~ , ~ \ ~ Carriage Par J ~ ~ Phase i Sectio ' ~ \ ~ Undeveloped L Subdivision Administrator. Date ~ ` ~ 5~, ~ ' ~ / 7009 ~ Zoned GC-S I ~ ~ ` ` ~ \ DB2533/PG51 / \ rn 38693 SF ca 37918 SF q N 'ia e Park ~ 802$ I .Street Dedreation: All new streets created g Z N 0.89 AC a ets created by this plat are
0.87 AC ~ ~ ~ „ I Section II I desrgnated Private . z ~ ,~v w N "Private".
vela ed Lat 36963 SF ~ P _ rn~ ~ I FEMA Flood .Zane: Nvne
ed GC-SL N , 0.85 AC - 80 3 ~ >33 PG517 3 W ~ ~ i ~
97 5 ~ t~ Van Derveer and Yaw Pro ernes LLC t .9$ ~ P / o l.6 I Master Plan Designated Galf Course
~ N ~ N , s. • 13~ ~ ~ I 50 Nat Unmana ed Woodland
/ , ~ 7008 i ~ ~ ~ 7006 ~ 700 \ ~ \ P ~ \ \ , ~ ~ , 8037 ~ + g I ~ ~ 13E 701 / 50 6 ~ o 1 82 3.5 Z ned GC-SL ~ 9 1 N , 9 ~ s
~ / , 54 cr, D62967 PG308 I ~ 7. I 36570 SF 16 Carnage Park ,
/ 8029 ~ Phase I Sectlan II 7016 I 7015 0.84 AC ~ wy < I
9i ~ Undevelo ed Lot / A ~ ~ ~ P I . Carria e Park + ~ 31669 SF a» ~ Carna e Park g ~ I
Zoned GC-SL / g ~ , . g , ~ Phase I Section II ~ 3 2 ~ Phase ! Section II ~ ~ p 0.73 AC DB2666 PG188 s r 6 ~ A
/ s~. Undevela ed Lot Y~• I v of i ~ ~ Unde eloped L P ~,~j, 1 „ U ~'l~ ~ ~ ~ t / e C-
Zoned GC-SL Zan d G SL 30 i • 6 2 t D82647 PG98 76 , ~ ~ / DB2841 PG65 e ~ N M..ir..i
- ___I-'.. ` \ \ ~ ~ 7010 / S, I w., r ce + ~ t M 59 ~ 4 ~ 5, ~ 5 ~ 23 E / n ~ , tae taa
I ~ ~ ~ ~e 803G
Z to ~ N ~
/ ~i ~ ~ ~ 7005 ~ \ ' --C i C~ 7014 54651 SE cn, ~ R. I 8036 ! I TE a. ~ G~ L~ 1.25 AC ~ w
/ r~ W / _ Carnage Park c~„ I _ _ _ ° r 76952 S~' ~ c~ ~
011 / r` Phase I Sectron Il 'c~ t 7 1.77 AC ~J ~ w++~".,. ~ ~ Undeveloped Lat Ld
/ ~ Zoned GC-SL ~ ~ / I t
i ~ 1 / \ r D82848 PG421 Co~7servation / I ~ "
7013 ~ c. I 7012 Ea.~ement / ~ \ + V
~i Pond ~ ~ ~ / \ 7 f \ V / 1 I . 1 1 r ~ 1
1 ~ / ~ ~ 7004 \ ~ ~ / 6 7 ~ / ,r 6 , i \ ~ ~ I
i 1~.~ ~ 1 ~ / ~ ' r t 4 l ~
/ ~ ~ I ~ W s ~ + cs ~ J)
~ li • ~ w I I ~ , ~ \ ~ ~
I ~ ~ ~ r I d C
~ oa ~ ~ ~ ! el:~ E,
\ ,
C Conservation I ~ 9 ~ ~ Easement Z 0 Z ; M Pr) 0 0©GLN
~ r Canservat~an ~ ~ ~ ~
~.J---h' ~ r Easement o / ~ • ca I U U 4--C z
r 8031. • ~ I r O N r ~ ~ ©'O0C
.lJ ~ I / / ••1,' 8035 ~ » i ~ 48829 SE ©c~ , W X Q_ Z N _ _ Q N
~ \ \ ~ i ~ ~ / Van Derveer and Yow Properties LLC `'cp~`iP, 62593 SF ~ 1.12 AC ~ ~ C,.a? M a._. < a..mcv¢
\ \ ~ Moster Pian Designated Goif Course cP6, 1.44 AC ~ ~ I ~i Unmanaged Woodland C'- iy ~ ~ ~~'29,~ ~ I
i' \ \ i~ \ \ Zoned GC-SL 6
~ DB2967/PG308 E N6.~k'~1~ ~ 6°, I \ ~ 29
i
\ ~ \ `yet, ~ \ ~ ~ ~ ~
\ ~ ~'d Line Direction Distance Curve Direction Radius Chord Curve Direction Radius Chord ~
~ ~ ~ sos ~ I
L1 N87'37 25'~E 30.32' C1 S79'35'22"W 1025.00' 173.83 C25 N74'29'32°E 1175.00 125.22' ~ ~ / ~ 8034 ~ ~~s~ 35136 SF _
L2 N30'15'00'~E 14.07' C2 N86'02~20"E 1025.00' 56.70' C26 N74'S6'13"E 1225.00' 149.54' ~ 34475 SF 0.81 AC I
L3 S30'15'00"W 14.07' C3 S8446'18°E 600.00' 158.80' C27 N82'53'20"E 1225.00' 190.19' I ~b~e 0.79 /aC ~ 7> ~ \ \ ~O \ ~z. ~ ~ C
L4 S82'45'11"E 25.67' C4 S70'45'10"E 600.00' 134.06' C28 S89'21'39"E 1225.00' 140.95'
L5 S79'21'40"E 71.71' C5 N72'57~21 °E 25.00' 33.91' C29 S84'24'29"E 1225.00' 70.76' z 0
L6 S79'21'40"E .50.38' C6 N06'01 X33"E 250.00' 205.16' C30 S72'22'35"E 300.00' 108.07' c_ cr
L7 S58'47'16"E 23.97' C7 N50'28'33"W 250.00' 267.01' C31 S51'04'43°E 300.00' 113.68' U
L8 S48'23'15"E 1.5.71' C8 N84'58'04"W 1175.00' 90.82' C32 S26'43'46°E 300.00' 139.33' MINIMUM BUI~DIIVG SETBACKS 2 0`~' q~' ~ s" 8033 ~QS ~ Z N'I / ~0' Wide W~ter Supply E REAR OF LOT REAR OF LOT 34156 SF ,,.ice' ~ ~}o be exter{ded onto adj 0.78 AC 19 a~ shown wl~en permissio r o
L9 S47'S2'32"E 31.65' C9 S88'01'S4"W 1175.00' 196.05' C33 S0539'16"W 300.00' 194.90' Supply Easement onto adjacent properties
L10 N01'S0'07"E 40.33' C10 S78'28'17"W 1175.00' 195.61' C34 S27'25'49"W 300.00' 29.52' permission ris obtained)
L11 N38'29~54"W 36.95' C11 S72'34'02"W 1175.00' 46.33' C35 S12'27'20"E 25.00' 33.91' r ~
21
L12 N70'26'19"W 15.00' C12 S73'00'18"W 1225.00' 67.02' C36 S50'53'49°E 600.00' 89.23' 2111 cr_
L13 S83'21'11"W 32.85' C13 S78'18'15"W 1225.00' 159.45' C37 S37'24'31"E 600.00' 192.36' r
L14 S85'32'43°E 18.00' C14 S86'23'02"W 1225.00' 185.75' C38 S26'01'47"E 600.00' 45.72' ~ i I ~ ~5$ ,681 \ ~ r
L15 S42'59'31"E 71.58' C15 N88'02'51"W 1225.00' 52.18' C39 S47'S8'12"E 25.Q0' 20.41' SCALE HORIZONTAL: 1" = 100'
L16 N81'23'47"W 73.28' C16 S69'04'41"W 25.00' 20.41' C40 S16'39'05"E 50.00' 82.33' I-•--15. i I ~ 5, ~ ~ \ I ~ T y VERTICAL: N/A
L17 S88'32'25"E 24.95' C17 S62'12'35"W 50.Q0' 29.62' C41 S85'30'11"W 50.00' 72.83' DRAWN BY: TSB
L18 S88'32'25"E 63.68' C1$ N68'53'28"W 50.00' 52.51' C42 N71'43'14"W 50.00' 58.83' r DESIGNED BY: TSB REVIEWED BY: DRL
L19 N77'S1'25"E 72.10' C19 N11'OS'29"W 50.00' 43.96' C43 N00'13'11"E 25.00' 20.41' I ~ ~ ~
L20 N77'51'25°E 38.88' C20 N46'S1~06"E 50.00' 52.87' C44 N26'11'57"W 550.00' 44.61' Nate: Boundary information based on plat by Ronald O Graham PLS ~ ~ ~ - FILE NAME: 050072AB.DWG
L21 N73'24'07"E 40.70' C21 N69'56~05"W 50.00' 51.95' C45 N40'22~06°W 550.00' 225.79' PRIVATE STREET (C~sntral Carolina Surveyors) titled "Carriage Park Section 3" dated 18 ~ ~ WEDG Jaziuary 2006 and sealed 19 January 2006. / 1- VvTDGEWOO D LANE
L22 N17'31'32"W 50.00' C22 N62'43'S7"W 25.00 20.41' C46 N64'14'25'ti(V 550.00 229.21'
L23 N8T56'S3"W 102.40' C23 S87'13'S8"E 1175.00' 16.64' C47 N84'19'19"W 550.00' 154.13' DATE: 2006 OCTOBER 27
L24 N72'16'51"E 32.39' C24 N84'57'15'~E 1175.00' 302.97' C48 N25'34'38"W 50.00' 97.28' 16 15
L25 N88'59'16"E 15.00' C25 N74'29'32"E 1175.00' 125.22' C49 N80'00'35"E 975.00' 257.55' / f SHEET 2 of 7

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.'..:~';~.i is ill 4 1 ~ENR a BAR iTY
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1271 Old Highway South H South
P' N 28387 Southern mes, C 6 28387
Facsimile: [phone] i92-8083
Voice: 910 692-6461 ~ ) 592-6461.
1 COVER 5 WATER SUPPLY
2 SUBDIVISION PLAT 6 CONSTRUCTION DETAILS
3 EROSION/STORMWATER/ ER/ROADWAY 7 CONSTRUCTION DETAILS
4 ROADWAY/WATER PROF1 ',OFILES
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• = SEAL = = SEAL r .w
023498 L-409,3
4= `
urst Street Aberdeen NC 28315- [phone] 2006 October 27 2 7
Prepared For. Black Point Development LLC 2239 North Pinehurst
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