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e0ty Ns z FN U~ w RO QR
1iALL T/tiD~.E cum Tae~E 3 TOTAL AREA I N TRACT m° ...166.508 ACRES
NUMBER OF LOTS CREATED 47 ~iu,FIELC RO- . . NCSR 1342 y E
COURSE BEARING DISTANCE CURVE RADIUS CHORD CH.BEARING LEGEN LEGEND AREA IN COMMON AREA . 64.675 ACRES R° Ski 3q~6
L-39 S 64'52'59"E 9.83' ~ ~ ~ " " C-1 30.00 20.94 N 69'2416 E R/W =RIGHT-OF-WAY CONSiRUCT~ON SCHEDULE: IT-OF-WAY 1. AREA IN PARKS RECREATION AREA sR ~ ~ N~ p! 5
L-40 N 414515E 20.55 C-2 530A0' 203.fi4' N 69'05'22"E L-41 N 15'28'42"E 45.55' " MBL =MINIMUM BUILDIN C-3 470.00 249,40 N 73 23 58 E B B =BACK OF CURB OBTAIN ALL PLAN APPROVALS AND PERMITS. SUM BUILDING LINE 2. HOLD PRECONSTRUCTION CONFERENCE WITH THE OWNER, PROJECT AND THE LIKE .......................0 b
L-42 N 23'47 30"W 25.92 , " C-4 1270.00 300.74 S 84 24 53 E C OF CURB TO BACK OF CURB ENGINEER, CONTRACTOR AND A REPRESENTATIVE FROM DEHNR. ING IRON PIPE ~ ZONING C I I TI o LASS F CA ON R-1 ~ DELLIA w SITE o ~ EIP Ai.LACE RO ~ n t
t-43 S 86'0607 E 39.96 C-5 1270.00' 372.85' S 69'10'25"E EIP =EXISTING IRON PII L-44 N 30'31'35"E 55>87' C-6 1270.00' 175.00' S 56'46'55"E SIP =SET IRON PIPE MIUNTIahtAI~E PLAN 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AS RON PIPE SPECIFIED ON PLANS. ~ LINEAR FEET IN STREETS . .........4,182 LF NCSR 1334 ,~Q o~~ 3
L-45 N 75'54'51 "E 34.15' C-7 1270.00' 80.78' S 51'00'31 "E ECM =EXISTING CONCRI L-46 N 70'31 05'1N 23.27' C-8 30.00' 43.31' S 02'59'13"E EPKN =EXISTING PARKE TING CONCRETE MONUMENT 4 C - - 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR LEAK ROAD RIGHT OF WAYS AND SLOPES OF EXISTING DITCHES STING PARKER KALON NAIL e3 ~ _ ~ ~ 1 0,~ O ylU. 3t Ri~
L-47 N 21'02 27 E 14.48' C-9 1330.00' 107.85' S 40'S3'19"W SPKN =SET PARKER K~ STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING TO BE REGRADED. NO ZO PARKER KALON NAIL _ . 9 ~ pOSS ~ NO ZONING 1 ? U ! Y~ 3
L-48 N 25'19'33"E 26.71 ` C-10 1330.00' 130.30' S 35'45'26"W R =RADIUS L-49 N 42'07'51 "E 30.95' C-11 1330.00' 130.30' S 30'08'29"W - RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED 5. INSTALL SEDIMENT TRAPS AND CHECK DAMS AS SPECIFIED ON PLANS. w. RussEu REPAIR WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS 6. ROUGH GRADE ROADS AND INSTALL STORM DRAINAGE PIPING. DB 1200, RUSSELL DUKE JR. ~ z - DB 1200, PG 32 ~ ~ ~ U f
L-50 N 85'33'24"E 22.83' _ = CH -CHORD „ , C-12 1330.00 130.30 S 24 31 33"W PC =POINT OF CURVAT~ L-51 S 8723 21 E 10A5 C-13 1330.00' 113.59' S 19'16'14"Ni DESIGNED. 7. INSTALL EROSION CONTROL DEVICES AROUND PIPE ENDS. OF CURVATURE INSTALL WATER MAIN. ~ R,~ 2 FIELD ~ ~ GF gt 9 a S
L-52 N 44'19'21"E 39A9' , , PT =POINT OF TANGENT " C-14 25A0 18.03 S 3757 35"W OF TANGENCY 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES g, UNDERCUT ROAD AND BACK FILL WITH SELECT MATERIAL. T OF COMPOUND CURVATURE 0,5 FEET' DEEP, 10 I ~ ~ Rp
L-53 N 391511E 14.24 C-15 25.00' 10.45' S 71'09`32"W PGC =POINT OF COMP( L-54 N 5T40`29"W 33.31' ~ PRC =POINT OF REVER' " C-16 55.00 106,$7 S 06 5514"W NSTALL WATER SERVICES. T OF REVERSE CURVATURE _ 1 3. ALL SEEDED AREA WILL BE FERTILIZED, RE SEEDED AS NECESSARY, AND 1, FINE GRADE SUBGRADE AND PLACE CABC. , Q ~ NO ZONING
L-55 N 5757 35 E 34.04 C-i7 55.00 50,00 N 83`35 O1 "E NPS = NO POINT SET L-56 N 72'39'18"E 27.94' C-18 55.00' 40.22' N 35'05'S9"E PP =POWER POLE DINT SET MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO 12. DRESS-UP ALL EXPOSED SLOPES. Z POLE ~ WILTQN R. DUKE JR. c DB 1127, PG 570 ~ 3
L-57 S 02'58150~E 34.51 C-19 1270.00' 20.89' N 14'07'O6"E TPED =TELEPHONE PED - MAINTAIN A VIGOROUS, DENSE VEGETATVE COVER. 13. SEED ALL EXPOSED AREAS. :.PHONE PEDESTAL 14, PAV R E OAD. PC E, SLIDE 80-8
L-58 S 83'0651 E 38.16 C-20 12?0.00' 102.00' N 16'53'11"E INV = €NVERT L-59 N OT42'43"W 45.25' C-21 1270.00' 100.67' N 21°27'33"E - T 4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON iF GURB COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES. ~ ~ m cue 4
L-60 S 50'11'56" ~ , " TC -TOP OF CURB "E 39.81 ~ C-22 1270.00 100.67 N 26'00 07 E - , EP -EDGE OF PAVEMEP L-61 N 30`12 05 E 24.70 C-23 1270.00 100,67 N 30'32 41 "E OF PAVEMENT r po! ~ ~ 9
L-62 S 64'49'28"E 35.49' _ _ " TB =TOP OF BANK , " C-24 1270.00 100.00 N 35 04 21 E fF BANK ERLINE e ~ t~ e
L-S3 N OT47 23 E 73.39 _ ~ , , ~ • Q, s "F C/L =CENTERLINE „ C 2_ 1270.00 96.00 N _9 2.4. _ L-S4 S 38'55 33 E 44.09 C-26 1 7. ' MH =MANHOLE " , 2 0 00 97.00 N 43'50 58 E NOTE: SUBGRADE & OLE i 3
L-65 S 89'0021 "E 27.01 ~ C-27 1270.00' 95.00' N 48' 10'53"E FH =FIRE HYDRANT L-66 S 08'0014 E 14.26 " STONE MUST BE WV =WATER VALVE iYDRANT VALVE
L-S7 N ~ C-28 1270.00 48.77 N 51 25 31 "E 80'2817 E 31.62 C-29 530.00 56.24 N 49'29 02 E PROOFROLLED WITH AN GV =GATE VALVE VALVE ~ • t
L-68 N 84'53'20"E 39.27' C-30 530.00' 199.41' N 35'35'57"E ENGINEER ON SITE. BV =BALL VALVE L-S9 N 33'13~13pE 42.24' C-31 530.00' 62A0' N 21°24'14"E - , RCP -REINFORCED C0~ W. RU, VALVE FORCED CONCRETE PIPE g+ PO W. RUSSELL DUKE JR. ~ PC G, SLIDE 69-7 ~
L-70 N 1 737 08 E 35.27 C-32 470.00' 264.83' N 34'24'46"E L-71 N 83.10'27"E 39.45' CMP =CORRUGATED ME GAT ETA PIP 2~8 U ED M L E 12.344 ACRES ~ ~
" , C-33 470.00' 90.00' N 56`16'14"E C$ =CATCH BASIN L-72 N 112516E 27,84 C-34 260.00' 115.95' N 48'52`50"E NO ZONING r ~ I BASIN q0 - JOHN R. T ~ 3° OLER ,D END SECTION •
L-73 N 15`32'49"W 34.09' _ _ " FES =FEARED END SEC . C-35 260.00 55.53 N 29 5156E CO =CLEAN OUT L-74 N 35 08~22"W 34.95 C-36 260.00' 55.15' N 1 738'47"E DB 1358 PG 926 N I OUT ~ 2 ~
L-75 N 26'00 35"W 42,77' C-37 260.00' 50.00' N 06`02'25"E SS =SEWER SERVICE L-76 N 43'37'27"W 31.81' C-38 260A0` 50.00' N 04'59`43"W WM =WATER METER ;SERVICE t METER N.
L-77 N 23'18'45"W 48.21' _ , _ , ~ NTS =NOT TO SCALE . C 39 260.00 55.00 N 16`35 04"W 0 TO SCALE ~
L-7$ N 11 33 28"W 38.59 C-40 260.00' 100.00' N 33`44'3S"N? =NOT TO SCALE L-79 S 73'22 03 E 89.41 C-41 260.00' 12.99' N 46'15'39"W 3 TO SCALE o ~t
L-80 S 48'51'54"E 151.90' , , ~ =TEMPORARY ROCI " C-42 55.00 39.58 N 68'46 47"W l L-81 N 79 OOt03"E 59.72 C-43 55.00' 53.00' S 61' 19'46"W 'ORARY ROCK DAMN f
" ®=COASTAL WETLANI L-82 S 8717 52 E 45.79 C-44 55.00 60A0 S 00'3150 E ?TAL WETLANDS - C.A.M.A. , ~ ~ ~
L-83 N 78`01'21 "E 49.65' C-45 55.00' 72.23' S 74`3739"E L-84 N 62'49'57"E 17.91' C-4S 25.00' 27.95' S 81`40'52"E w ~
L-85 N 62'49'55pE 17.73 C-47 200.00' 100.69' S 33'46'51 "E L-86 N 42'4911 E 36.39 C-48 200.00' 257.92' S 2i'3S'S3"W 1 ZONING 0 o, DGNNA C. 8 YD ~ ~ 87'36'01" W:
L-87 N 36'3129"E 42.44' _4 = , " , C 9 530.00 19.10 S 60`43 5S"W 0 _ DB 1339 PG 187 ,0 VirE'TL~Ud _ _ ,10`, ~ 4 1
L-88 N 51 39 59 E 52.78 C-50 530.00' 90.33' S 54 48'41 "W _ L-89 N 4713'14"E 47.05' , ~ , , C-51 530.00 90.00 S 45 03 09"W 13C3t1N - (~rt~ ~ 9 ~ • ~ ~
L-90 N 80'5827 E 26.66 C-52 530.00' 90.38' S 35'17'27"W L-91 S 80'30 08"E 23.74 C-53 530.{10' 114.02' S 24'13'29"W _ _ 1 ~ ~ ~
L-92 S 80'30'10"E 20.58' C-54 470.00' 70.95' S 22'22'42"W ~ 0'a0 . _ 5 ~
L-93 S 68'35'00"E 59.92' , , , NO ZONING C-55 470.00 210.00 S 39 3659"W NO ZONING L-94 S 5752 33 E 30.27 C-5 1 PAUL A. MINUR " 6 330.00 98.33 S 50 24 25"W _ ~$y' ~ ~ ~ M ~
L-95 S 8544 55 E 33.93 _ , BEATRICE ANN KCONCE , C 57 30.00 39.57 S 89 33 04"W DB 11$1, PG 28$ L-9S N 28'38 36 E 26.91 C-58 1330.00' 69.05' N 50'40'25"W DB 740, PG 370 CE
C-59 1330.00' 133.00' N 55`01'37"W • . - ` ~ 4 , _ - O N
, C-60 1330.00 140.00 N 60'54 36"W _ ~ C 61 1330.00 219.85 N 68'40 05"W " CJ 2? , . WETUWDS ~ Z N eOUNt~r ~ •s -
ON S C-62 1330.00 90.34 N 75 21 19"W ~Q _ o . ~ m • ~ 404 W~.ANDS ~ ~ As ,
0 C-63 1330.00 322.17D N 8415~29"W 131 C-64 530.0 4, 0 281.24 S 73 23 58"W ~ 140 i y 1 TQ 1~
C-65 470.00' 180.59' S S9'05'22"W v ~ .a C-66 30.00' 20.09` N 70'36'45"W ~ w o J - Q ~ 50' PAMUCO 329,054 S.F. 50 PAMUCO PONO ~
o~ sA W Q ~ 7.554 ACRES RIVER RIPARIAN RIVER RIPARUiN BUFFER BUFFER
W ,,~6 EC ~ E NO ZONING ' Y s k
13~ 4 w c T~~ ire ~VY~D JRa pg 1 c SRa ~A ~ Ex 18 < ~ ~ • TOP OF CMP v`~, /
~ 6~ ~3 ~ DB 1404, PG 131 ~~1'P W~OS ~ _ _ OVERFLOW Q \ 0
60' RW r 1 i 3' EiA a ~ Zq~p.2 w.8 6 4 23 EIP ~ " S 6T 17 20 E a 1NV N 2°08'50" E
co t $'52 2 1 ~ ; 4. t9 ~ 31.52 53.04
30' 30' 1 EI 1 ~ 1 EIP ~6 PF ~ " EfP S 62'12 26 E
8" CABC MIN -i0' ' { ) 10 " r ~ , , _ 82.36 1 _ . LIFT ~w
" " 2 I-2 ASPHALT (MIN) r 4 1J4 PER FOOT i/4 PER FOOT ~ 15.8 EIP S 0811 43 E 48 784 S.F. _ _ ,
SHEET FLOW DRAINAGE NO SWALES INSIDE 50 T 15. 15.8 ~L 1 x 2 6 15 ~ _ 14.61 OAK _ ~ " .~lM
BUFFER r^ O T 15.4 15.1 ~L B i 5.6 T i 5.3 26,770 S.F. BENCHMAR S 30 04 59 E . NAIL IN 4AK 30. ' fib
C l 9x • .i ELEV. = 11.73 c~ S s
48" Reinforced Concrete Pi e P ~7 ` Native Soil ' t", d TB 15.3 ' ~ ~
1 1 V_ j i ' ~ ~O ' . 15.5 C%L 5x ° i7 ~a s, r,, a
t~ W N ~ TB 15, ~ / ~ \ 756 S.F. '9~ , 0• s Q 0 ~ t~
A UATIC [~FE PASSAGE ° ' 15,3 C ix / / ~ ti FEx 11.00
6" X57 sECTION = q 60 R/w N ~ / 4T~rTL11NUS ~ TB 15. . , ~ Q
(NOT TO SCALE) 14. L 13.0 COMMON AREA T 15.4 30.707 ACRES C/L ~ z.SX 14 S 44 33 59 W G ~
NO ZONING = ~ r RANDY G. MOORE r N ' f TB 15.7 \ / 108,285 S.F. ~ S 58.37 33,917 S.. " i 1 1
~ DB 928, PG 817 ' Sfl PAMLIGO chi. x RNER RIPARIAN ' . ~ S 16 53 25 W 26.79'
PROPOSED 60 R/W ROAD BUFFER TB 15. / . ~ " 23 33 05 E
G EA CONSTRUCTI ~ ON LIMITS ~ 68.73
f 48" Reinforced Concrete Pi ~ Q 15 L 13.0 'wr B 15.6 13 19 35,895 S.F. 27 29 S.F. ~ " I
r ? T L1~. 8 15.8 • ~ ' S 21 41 25 E
CURRENT GRADE ao 4 ~ 20~ OF DIAMETER OF PIPE O TO BE BEDDED TO ALLOW ~ ~ N 15,7 ' 76.73' 11
FOR AQUAl1C LIFE PASSAGE rn 15.5 ''~CJ ? ~ 15. L t3.4 C/L 1 TB 15. . ~ 130,662 S.F. ~ i
B 15.6 a ? \ TB 15.4 ' 8~ g ~ ~ zo
Native Sod a . OF ~ WN ~a ~ ! o N ~ 2 t~ k cfl u', p 27,744 S.F.
n ' ~ \ . S, ~ o S 69'32'50" E
STAGING AREA. ~ ; 12 ~ F ~ ~ 56.64
o r - A UATIC LIFE PASSAGE ~ Z $ ?''r FOR E UIPMENT ~ / & MA RIALS ~ 38,139 S.F. S 40'2$' " ~ 17 E t 2
END 1IIEW NOT TO SCALE ~ ) D • . ~ O v - 35.86 c~ 21 rr ti,.~
Z 31,449 S.F.
~ ' 2 -..•-----5 14.01'48" W
47 137,508 S,F. i 67.99 1 a s x1s C>.ASS B
\ / o EIP~ l f , 6,513 ACRES r Z i ~ STONE APRON ~ C 42,140 S.F. nFa~u . 7 t -
\~s N' i ~ NO ZONING ® . ~ 07,963 s.F. " roNS " 36,230 s.F. ,,~-s oTa6 58 W
~ o ~ RANDY G, Ma4RE ~ ~ ® 3 r 46.58'
OB 928 PG 817 \ ~ ~y s / . , j~ C.. 130,557 S.F. 8'X12 CLASS NBN 62 V ...-0.3016 Cp SILT FE C • {TYP)
\ N S ~ s~. \ ~ i STONE APRON ~/;~)Z1 N - N DEPTH - 22 c ~ ~ ~ BENCHMARK 48LF 24 RCP S 08`44' " \ 56 E ' NAIL IN TREE W/ 2-FES
~ \ s ~ ~ ~'ri \ 9 TONS QM L ~ l! ~ C C M \ ~ _ 67,11' ELEV. - 10.97 23 \ _ ~ .00
F o \S SI A N o c ~ c sr ~ ~ rr•~«.1 ~ / ~~4ifl p 40,955 S.F. a n 24LF 18 RCP p S 19 03 35 E / ~ • -4=.
ro 9 .a l r3 \ 5 , ~ ~ \ ~ W/ 2-FES - . . - 31.82' Op _ . ~ i . ~ fSy, . , . .
m \ A ~ $o,o t ~ ~R . ~ ~ ~ ON AREA ~ ~ ~OA? TEMPORARY . a n NV. 6.52 ~ 'Q9 52,864 S.F. f
2 \G ~ , 27.0 \ l/ o ~ ~ _ 4 , ~ 3,288 S.F. X7.0 R ~dS~~ Q~ ~ ~ , 7 S.F. S 102201 W CFO\( v ROCK DAM ~ ' e ~ _ so.11
~ 20X54 TEMPORARY I \ J G C ~ RAVEL 4NSTRUCTiON 1g. 1. 0~ , C ~1 ~ 501L5 STOCK - 6Q ~o ~ . \ 1 ~~'P4 ~ G ~ NEW DRIVEWAY " INV. 6.35 r ~ ALIGNMENT
~ \ R' ENTRr~NCE/Exrr ~ PILE AREA R REMOVE E 14.17 p _ f & REGRAI .2 c MATCH E~ REMOVE EX. 18 CMP , ~ & REGRADE DITCH TO ~ ~ MATCH EXISTING / ~ NDARY
\ ~ i ,ao o.e4x ~ ~ ?0 o.64x ~ cONDmo~ s ~ / ~ ~ CONDmONS ~ / / ~ ~ ~ / ® . a n
\ J s \ 27.x' 34" CURB a A N N ~ q~ 30 CURB ~ cuTrER 56LF 24 o T q ~ \ ~ / U ~ ~ S 12 00 29 W ~ ~ ~ 59.42 {
AS ' \ C/L ~ RcP w/ l~j ~ ~ . ~ , 2-FES J T ~ ~ 5 ~ \ 1 ~ r \ \ - ~
- ~ \ CUT IN 8"X$ TEE E EP w .2 ~ S3 ry• \ 3-8 GV . ~ x. • 54,88 C 54,883 S.F. ~ ~ A 1 a n \ \ ~ • 5 09 4515 E I
~ 2-94' BENDS 33 xt 4.9 c 10 ~ . ~ 4. x/ CON ~ '~y 4 x ~r~ STRUCTION 0 14.9 LIMIT$ p ~ . / ~ OM 50 RIPAR 1 f a Hp~ ~ ~ / 30 X \ AD 'BUFFER - N 52.33 O
P N ~ 50LF 16 STEEL U y A9~ x12.7 x14.3 ~ 45 r~ ~S s ~ ,09 ROLAN NG ~ y ,~C~, 1 ! ALES fN BUFFE F / {TYP} ~ TYP> 4 PEACES I ' " ~ S , S 01 55 39 E k
' 'S CASING DRY BORE i i ~ 1 P CENTER 4N NCS 1939 s.s • ~ sus ~ 24s,s30 s.F. ~ F sus 2 ~ I ~ a ~ a z0 F~F 8U 60.82 '~'P f ! gf f
5. L C1 4.0 Q ~ x13.2 '~r x15.3 x16.0 & x13.2 7 ~ 24 I E I I n ~ ~ 50, S.F'~ ` ~ ~ I I S 50'48 29 E
EXIST. oITCH 381,640 S.F> , ~ t f f ( 20.28
? ~ ~ 1y i 2.2 ~1 i . REGRADE 430LF OF EXISTING DITCH TO 1 \ 60 BU ~ ! I 1 , ~ 40OLF GRASSED ~P ti LPGAS TANK . a
~S 46 s ~ ~ ~S P 6. E PROVIDE POSmVE ~ . • • xD.f.~JNAGE CLEANOUT dt FILL NED SWALE W ~ fNV. 3.~ S 2149 57 E t ~ / AND X JUTE NETTING 2 3 , ( .3.37 ' ~ i CO U LIMITS ~ 8U " 73.18
~ .~44 ACRES ~ 0 5.1 C L C/ .6 'f' ~f ,6 12. ~ x12.6 ~ ~ (5:t SIDE SLE}PES) ~ IST. DITCH x12.6 2' x13.1 1 f RoEANKa Bla ~ z EX. 12 SH D D-70 ~ x n ~ t STEEL x S 34 2818 E I k
S.d ~ C Sa i i ...i .J O ~ 0.30 x15a 103,974 S.F. . ~c 6 ~ , SECTION p ~ 35.40 I
.rj F tP I l s ~ xi 4.4 11.4x~L 1 Q. xi b.0 CQ~ TB i x14.1 Q ~ v 8 Hvac " ~ ONSTRU zo M ~ S 51 5318 E ~ 8'X16' C S "B" ~ F€ k
x E! A 2 x x13.4 N V J C`4~y h +Z' x15.3 ~ ~ !j STONE APR x 43.15 DEPTH = 22 VAC PADS Z
Q ~j ~ o ~ xi 5.2 x15.2 jt f +1 1 • UM 12 TONS I ti n
~i F ~ " / TEMPORARY ~a 1 ROCK DAM x O ~ CLEANOUT & I 1 s.2 C3 1 / 1 60LF 24 2-STORY ~ n T f ~ RC 49 43 31 W & 1 P W/ VINYL SfDING t`f
V "ti EXIST. DIT 1 I x16.3 / 04 DS 11. 9 DIT ~ © 2-FES GRASSED HOUSE S 76°27 05 W
a ` / ~ I ~ EX. 18 CMP J NETTIN ' t . ~ a 36.65 R ~ S 65'3104° i
1~ 3 M~ . 7,1 M 101427 S.F. ~ NV. 6.58 70 / W .1 ~ $ 1 n , / 50 PAMLICO / S 77'1213 W $9.19 t
~ C? ~ , ~ I LF 24 RNER RIPARUW / ~g1 t f 4 RCP W 65,32 .F. BUFFER / ~ Vd 65.16 t}(([E
s7 ~ ~ CO ~ ~ ~ w I I 43,E ~ / 1 02 2-FES 0 0 G ~3 ~ 43,~'4iRk~F. SPR ER S ~ k
3 ~ ~ . U ~xis~ CTj~ e~ s.ss . ~ ~ / o ~ 1 3" TREE 3° TREE .h,1~,Je I
J V . aRQ R,q UM 4 Q 3 , AOrs ~ e fly t 1 SASS B / S 66'4 E e 3 0$ w r Rork 26 _ , {j{
1 i 0 24$ ~a ~ , r?3 ~ Aq ..'~S ~ a i~$ I Is 1 ~ D 22 DNS ~ - ~ 95.37 rs ~ ~ ~ r 7 TO ON ' : `0 ~ F ((f
W l2 i COMMON AREA I ' II iq 24.219 ACRES . _ I F ~ ~ 3" TREE 125E GRASSE '~J~, ' d ~ TREE 6 F NED ~ 6~ j1{
4g ~ , 3 T 5PKN LOCATED AT Co r~ cEi'rcERUNE iNTERSECTioN . , ON s UM 41 lQ ~'S A Q.,, 6 s( JUTE N N 5O PAMtJCO ~ ~g ~ 4,p ~ ROEANKA I RIVER RIPARIAN 5 ~ 27 f
OF NCSR 1339 & . , C 4a, 9 TREE • Q ~"I 10.85 F lJ ~U TREE S B-70 BUFFER ~ ~ o s _
NCSR 1334 M ~~,AA v~+U REMOVE ~M / NV. 10.81 ~ REMOVE 30,125 S.F • 1 n 1~ EXIST. ~'`~-S 21 15 37 W -INV. 10.$1 ~ THE HANGER .
/ EX. 18 RCP RU / INV. i 0.01? ~ • a / 54.39
t0 N r. ' NBN CLEANOUT & FILL ~ ~ 28
N? t ~ ~ ~ TO , EXISt ©ITCH i ~ DEPTH 22" 50 PAMUCO ' 31251 S.. n JIJL,JI rV~.l~. " S 26 45 25 W i 22 NV.8A9 ,
I 9 TONS RIPER RIPARUW BUFFER .43 4Q Op N 32.42 VS 69• pa " 3 / n
• of ~ ,,AP3,309 .F. t2 1 S3 S 64 00 22 W ?0 , ~ II .,a P 29 ' ~ ~ ~ 69.70
a.79' ~,,,,r sE H t ' " a, S 76'48 23 W 31,140 S.F. S 53'27 34 W n ' ~ti tf
1 - _ ~ LE{WOETf & FELL , S 8644 09 W 48.47 ~ f 36.65 EX . DffCH 64.48 f E
Ec NO ZONING ~ RUBBER ~ t
JASPER NOl.AAN N 7148 30 w a6 990 PG 349 _ 60.1 s RHEgp TO 9 POV{rEk E lNST ENE . OND 'gLLE'D ?~ry, 30 , a~
~ ~ • . ~ROlI _ _ WEfUWDS ND •tx o WAT~t FRONTAGE s.. p ~ Q ~ ~ ON LOTS
J eoulY • . 39 ~ 404, DS ~ J 0(y h ~ 01y
~ ~ • 43,309 S.F, v V~ LOT 17 91.65 LF Q' LOT 18 118.42 LF
Q N 27A o 7p 48' _ w 43A vr~~ LOT 19 107.04 LF t
j h. ~ ~Y - v,JCU _ J ~ 3 66 s C 3t ~ LOT 20 96.40 F ~ ~ _ ~ ~ LOT 21 122.06 LF 30,147 A,~
2 ~ , Q V 38 v~'w •33 ~ Mound Q~ 2 0 REMOVE ST. ~-h LOT 22 107.48 LF O ~ BARN A , f
Z W Q ti e vQ ! N N 1 a 2 8'X10 CLASS B ~r , LOT 23 192.69 LF ~ , ` ~ ~ LOT 24 527.06 .0 LF
WIDTH VARIES ~ ~ n, ~t ~ ~ ':d~ STON APRON E N ry LOT 25 122.66 LF ~ ~ ~ ~ ~ ~ LOT 26 90.00 LF s
EXISTING GRADE O DEPTH = 22 ~ 9 TONS OAK « ~ ~ LOT 27 32 90.00 LF ~ ~ Q- 4 LoT 2s 90.0 t
N ~ DEPTH 74 F, Q a ~o 0 LF 30 476 S.F. Q ' a ~ LOT 29 90.00 LF a ~o t I
VARIES - LINE TABLE p O L. o ~ LoT 30 90.00 LF ''""5 3T51'36n W j a Y. LOT 31 90.01 LF I i
(sEE PLAN) 5:1 5:1 ~ LINE DISTANCE BEARING J 45A w~ , J ' 68.66 LOT 32 100.66 LF I
L-1 44.95 N 14 02 33 E O vjw 50 PAMLICO RIVER RIPAR ,Z LOT 33 107.45 LF ~ , LOT 34 115.29 LF Z ~A Jvl~ i i
" L-2 133.36 N 11'32 50 E _ u " 2 80TTOM ~ W BUFFER p ~ ~ LOT 35 238.74 LF LOT 36 119.30 LF t
t-3 82.99 N 07'5101 E , 1YPICAL SWAGE DETAIL Q~ V 4-100 4-100 , N Mound Mound o©2 ~ 56LF i8 RCP 30,496 S.F. n LF 18" RCP ---S 16'5124 W
t-4 53.71 N 08'07 23 E i R-1 ~ ~ 12.0o w/ 2-FEs W/ 2-fES 95.$2' t~
L-5 80.71' N 06'35'37" E L-6 953.21' N 04'05'22" E 25A ~ KENNETH A MOOR X SHEET INDEX t
t-7 117.52' N 01'31'27" E E BIRD 12,10 DB 750, PG 319 PENS TEMP ~ h~ 34 ROC DAM S 24'12'27" W 1 t
t-8 109.09' N 00'49'01" W a SHEET 1 OF 5 -COMPOSITE MAP & EROSION CONTROL PLAN 33,100 S. 34.84 SHEET 2 OF 5 -PLAN & PRO - FILE COROGRASS POINTS ROAD
L-9 107.25 N 02 5147 W N 37 s9. , SHEET 3 OF 5 -PLAN & PROFILE - FERNWOOD COURT
t-14 106.69' N 05'08'02" W rQ 77 093 S. S ~ t U G 4 +lj S 04"54'53" E SHEET 4 OF 5 -EROSION COM'ROL & WATER SYSTEM DETAILS /G 1 77,45 ~ti SHEET 5 OF 5 -SOILS, CONSTRUCTION LIMITS & LOT LAYOUT PLAN
t-11 123.82' N 07'53'37" W GENERAL NOTES t-12 113.82' N 09'51'18" W 4 r2~ ~ 3 r ~ SILT FENCE 4 :NCE
t-13 112.95' N 10`51'50" W 1. THIS MAP IS OF A SURVEY THAT CREATES A SUBDI1flSI0N OF LAND Q ' , 35 35 DISTURBED AREA ~ 22.399 ACRES tom' ~ tc~' zao' 3~0' r
L-14 95.41' N 11`18'56" W WITHIN A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT 46,895 S 30' FLOW . 46,895 S.F. n 30' FLOW f--S 07'01 45 W
L-15 84.94' N 11`05'27" W REGULATES PARCELS OF LAND. PREADER PREADER 71.13' GRAPHIC SCALE: t' = t 00' REVISED: 10/27/06 NCDENR COMMENTS CNS-DSS)
t-18 ~ 2. ALt AREAS CALCULATED BY COORDINATE GEOMETRY. 30.00 N 78'52 26 E " 3. NO POINTS SET ALONG BATH GREEK UNLESS OTHERWISE NOTED. L-17 95.96 S 11 10 23 E 4. A PORTI N OF PROPERTY IS LOCATED IN R SPECIA OOD R 36 " ~ 4 REVISED: 10/05/06 NCDOT COMMENTS} C S S 3133 33 E 3 REVISED: 09/05/06 WETLANDS}(SCB)
" 0 t FL HAZA DOUS AREA t-18 29.61 N 70'46 40 E AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. ,437 S. CONSTRUCTION NOTES 20.21 2 REVISED: 07/13/06 NCDOT COMMENTS} DWL)
L-19 91.76' S 10'44'44" E ZONE AE ELEV. 10.07 NGVD 1929 REF: FIRM 3720864200) & ~ 1 REVISED: 06/19/06 BCWC COMMENTS}( JB) . a n ~ S 1616 23 E f 4
t-24 85.06' S 11'05'27" E FIRM 3720884400), DATED MAY 15, 2003. 1. PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSf1Y EXCEPT FOR TH T F U WHI H O A E OP 6 0 S BGRADE C SHALL BE C MP CTED TO 100 MAXIMUM DRY _f , 63.19 ~ ~ PARCEL 15-021479
t-21 95.29' 5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES, NO GRID S 11 18 56 E FACTORS HAVE BEEN APPLIED. ' DENSITY IN ACCORDANCE WITH AASHTO-T99. 2. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520 P!N 664 - - 4 80 8250
t-22 112.18 S 10'51'50" E _ " 6. ELECTRICAL. SUPPLY TO BE PROVIDED BY TIDELINES EMC. t-23 112.26 S 09 51 18 E OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. s 39.OS'28n SHEET 1 OF 1 PARCEL 15-021480 E
" 7. All PROPOSED UTIL(11ES ARE TO BE UNDERGROUND. L-24 121.15 S 07'53 37 E 8. WATER SUPPLY TO BE PROVkaEa BY BEAUFORT Co. WATER DISTRICT. 3. BITUMINOUS CONCRETE SURFACE COURSE SHALL BE TYPE i-2 CONFORMING TO EI SECTION 645 OF THE NGDOT STANDARD SPEGIFiGATiONS DATED 1990. 79.32' WEI•LAN~} CR PIN 6644- 1- OSSING PERMIT 9 0261 }f t
t-25 104.06' S 05'08'02" E 9. SEWAGE DISPOSAL TO BE PROVIDED BY INDIVIDUAL SEPTIC TANK SYSTEMS. ~ 4. GRADING SHALL BE IN AGGORDANCE WITH SEGTION 226 NROADWAY EXGAVATIONN S 715018 E _ \ 12.08' •
t-28 106.06` 10. NCDOT DRIVEWAY PERMIT lS REQUIRED. S 02'5147 E OF THE NCDOT STANDARD SPECIFICATIONS DATED JANUARY 1 1990. 5. REINFORCED CONCRETE PIPE SHALL CONFORM TO SEGTfON 310 NCONGRETE .~.~t.
t-27 105 7 ' 11. EROSION CONTROL PLAN kS REQUIRED. . 2 S 00 47 46 E . " 12. LOW DENSITY STORM WATER PERMIT kS REQUIRED. t-28 114.95 S 013127 W PIPE CULVERTN OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. p~C ~ S 28 35 51 E
, " 13. MINIMUM LOT SETBACKS ARE AS FOLLOWS: E L-29 148.78 S o4 05 22 w _ 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING I ITI[ ITt,~e^ /\111 ['.t Ili 1 \IATiiV \IA A?tP A/t t f{ AAA L.TA /A lA~ iT 1 P1AT /A ~ ~p _ - 70.85' N R Sy _ SECTIONS 1 & 2
L-30 76.22' r Rviv i = t~ S 68'1335" W SIDE = 10 V I ILI I ILJ IANU JT,ALL IYv I II• T m.# vlvL WILL k i -+3VU-vj/_--tv-+w) xi LLrw I +o HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES ,off _ R
L-31 45.43' N 50'24'06" W SIDE STREET = 20' IN THE AREA MAY BE FLAGGED OR STAKED. REFERENCE: DEED BOOK 1517, PAGE 55 OF THE BEAUFORT COUNTY REGISTRY
L-32 37.04' N 45'49'25" W REAR = 25' ' 7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR NOTE. NO .,WORK SHALL Ap S 06'26'07„ E l) A.
L-33 32.76' S 64'1334" E 14. THIS SITE IS LOCATED IN THE BATH FIRE DISTRICT. THE CONSTRUCTION OF THE ROADWAY, DRAINAGE, WATER UTILITIES AND SEEDING BE DONE IN SECTION 2 FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND FINAL 55J3 BATH TOWNSHIP, BEAUFORT COUNTY: NORTH CAROLINA
L-34 83.35' S 6(724'06" E 15. ALL ROADS ARE DESIGNATED AS PRIVATE AND WILL BE BUILT TO L-35 143.20' S 20.26' 18" E NCDOT STANDARDS. ~ PAYMENT FROM THE OWNER. UNTIL ALL REQUIRED DEVELOPER. .*..s 2 OWNER BDG SMITH P AMLICO ASSOCIATES, LLC 3'11 05„ w
L-36 111.14 S 11 32 50" W 16. COMMON AREAS TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 8. CONTRACTOR IS RESPONSIBLE FOR KEEPING MUD & DEBRIS OFF CREEK uSACOE AND DWQ ROAD ON A DAILY BASIS. ANY FINES WILL BE BACK CHARGED TO 56.05 ADDRESS. 7000 SIX FORKS ROAD, SUITE 115
17. EXISTING LAND USE OF THE SUBJECT PROPERTY IS WOODED & AGRICULTURAL. L-37 39.30 S 14!02'33" W 18, ALL ELEVATIONS ARE RELATIVE TO NATIONAL GEODETIC " VERTICAL DATUM CONTRACTOR. PERMITS ARE ISSUED NP N 74 33 02 W RALEIGH, NC 27615
9 L-38 30.00 S 82`0048 E (NGVD 1929) 9. OWNER TO PROVIDE CONTRACTOR PHONE & POWER CONDUIT LOCATIONS PRIOR TO CONSTRUCTION. 36.52' „ PHONE: [phone] S 34!50'27 W
SEE SHEET 3 OF 5 8. '
Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB
ENGINEERING, LAND SURVEYING
AND PLANNING DRAWN: DWL DATE: 10/27/06
1015 CONFERENCE DRIVE AGREEMALIF NC, 27858 „
[phone] CHECKED: MWB SCALE: 1 = 100 1 } f
FILE # 05-278 C&G FILE: 05-278 FBAMB, 2W031 Brid9ewater North Comp REV WETLANDS n