20061623 Ver 1_Site Plan_20061213

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CAIi. TABLE CURVE TABLE CONSTRUCTION NOTES W Rp OR 3
TOTAL AREA IN TRACT ..............166.5 m° 08 ACRES
! S CHORD CH.BEARING I.EGEI COURSE BEARING DISTANCE CURS RAD U 1. PAVED AREAS SHALL BE COMPACTED TO 9 0 5%` MAXIMUM DRY DENSITY EXCEPT FOR LEGEND THE TOP 6 OF SUBGRADE WHICH SHALL BE COMPACTED TO 100% MAXIMUM DRY NUMBER OF LOTS CREATED . . ~IL~EtO - 47 RD Nc sR 1342 AREA IN COMMON AREA 60, 7 Ro
ON SCHEDULE: DENSITY IN ACCORDANCE WITH AASHTO-T9 9. 6 5 ACRES S~U' 346 AREA IN PARKS, RECREATION AREA ~
L-39 S 64'52'59"E 9.83 C-1 30.00' 20.94' N 69'24'16"E R W=RIGHT-OF-WAY . 1 " , , " / L-40 N 414515E 20.55 C-2 530.00 203.64 N 69'05 22 E MBL =MINIMUM BUILDI HT-OF-WAY 2. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 52O 1. OBTAIN ALL PLAN APPROVALS AND PERMITS. IMUM BUILDING LINE HO D PRECONSTRUCTION CONFERENCE WITH THE OWNER PROJECT OF THE NCDOT STANDARD SPECiFIGATIONS DATED 1990. CSR ~ AND THE LIKE .0
L-41 N 15'28'42"E 45.55` C-3 470A0' 249.40` N 73'23'58"E x " B/B =BACK OF CURB L-42 N 23'47 30"4Y 25.92 C-4 1270.00 30Q.74 S 84 24 53 E 2. L , .K OF CURB TO BACK OF CURB 3. BIIUMlNOUS CONCRETE SURFACE COURSE SHALL BE TYPE I-2 CONFORMING TO ENGINEER, CONTRACTOR AND A REPRESENTATIVE FROM DEHNR. ZONING CLASSIFICATION - ~ ....R 1 0 EIP DELLIA WA - SATE ~
L-43 S 86'06'07"E 39.96' ~ ~ ~ " EIP =EXISTING IRON F ~ , " ~ C-5 1270.OOx 372.85] S 691025"E _ TlNG IRON PIPE SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AS IRON PIPE '4. GRADING SHALL BE IN ACCORDANCE WITH SECTION 226 ROADWAY EXCAVATION ~ LINEAR FEET IN STREETS , LlACE RD o ~ .......4,182 LF NCSR 1334 ~
L-44 N 30'3135 E 55.87 C-6 1270.00 175.00 S 56'46 55 E SIP -SET IRON PIPE L-45 N 7554'51 "E 34.15' C-7 1270.00' 80.78' S 51'00'31 "E ECM =EXISTING CONCI SPECIFIED ON PLANS. STING CONCRETE MONUMENT CL R AD RIGHT-Of-WAYS AND SLOPES OF EXISTING DITCHES OF THE NCDOT STANDARD SPECIFICATIONS DATED JANUARY 1, 1990. 4 EAR 0 Y4 vQ4 ~ ~ y ~ ~ V~ w
L-46 N 70'31'05"W 23.27' C-8 30.00' 43.31' S 02'59'13"E EPKN =EXISTING PARk L-47 N 21'02'27"f 14.48' C-9 1330A0' 107.85' S 40'53'19"W SPKN =SET PARKER F :!STING PARKER KALON NAIL `5. REINFORCED CONCRETE PIPE SHALL CONFORM TO SECTION 310 CONCRETE TO BE REGRADED. a NO T PARKER KALON NAIL 5. INSTALL SEDIMENT TRAPS AND CHECK DAMS AS SPECIFIED ON PLANS. PIPE CULVERT OF THE NGDOT STANDARD SPECIFICATIONS DATED 1990. ~ ~ ~ o v a °f ~ Nll~ NO ZONING ~ 9 ~ ~ ~ ppggUM };tLl.
L-48 N 2519'33"E 26.71' C-10 1330.00' 130.30' S 35'45'26"4Y R = RAD{US w. Russ 6. ROUGH GRADE ROADS AND INSTALL STORM DRAINAGE PIPING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING 1 ? ~ joss ~ r^ ~ a V. RUSS ~ ELL QUK E JR.
L-49 N 407'51"E 30.95' C-11 1330.00' 130.30' S 30'08'29"Yil CH =CHORD L-50 N 85'33'24"E 22.83' C-12 1330.00' 130.30' S 24'31'33"W PC =POINT OF CURVA Zp DB 1 7. INSTALL EROSION CONTROL DEVICES AROUND PIPE ENDS. UTILITIES AND SHALL NOTIFY NG ONE CALL (1-600-632-4949) AT LEAST 48 T OF CURVATURE 8. INSTALL WATER MAIN. HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILil'IES DB 1200 PG 32 1` ~ ~ ~ RNq ~Z FIELD
L-51 S 8T23'21 "E 10.05' C-13 133fl.00' 113.59' S 19'16'14"W PT =POINT OF TANGEE I_-52 N 44'19'21"E 39.09' C-14 25.00' 18.03' S 3T5T35"W f OF TANGENCY 9. UNDERCUT ROAD AND BACK FILL WITH SELECT MATERIAL. !N THE AREA MAY BE FLAGGED OR STAKED. ~ ~ cE RD ~ Rp ELD RD
I ~ " ~ PCC =POINT OF COME L-53 N 391511E 14.24 C-15 25.00 10.45 S 7109 32"W _ NT OF COMPOUND CURVATURE 10. INSTALL WATER SERVICES. 7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMAN SHIP FOR NT OF REVERSE CURVATURE 11. FINE GRADE SUBGRADE AND PLACE GABC. THE CONSTRUCTION OF THE ROADWAY DRAINAGE WA NO ZONING 'a
t-54 N 5T40 29"W 33.31 -16 55.00' 106.87' S O6'5514"YV PRC -POINT OF REVS ~ 1 C - L-55 N 5T57 35 E 34.04 C-17 55.00' 50.00' N 83'35'01 "E NPS - NO POINT SET , TER UTILITIES AND SEEDING .POINT SET 12. DRESS-UP ALL EXPOSED SLOPES. FOR A PERIOD OF ONE YEAR FROM THE DAT E OF ACCEPTANCE AND FINAL WILTON R. DUK E JR.
R ! , / • / " - ~ L-56 N 72'3918 E 27.94 C-18 55.00 40.22 N 35 05 59 E PP -POWER POLE L-57 S 02'58/50pE 34.51 ~ C-19 1270.00' 20.69' N 14'O7'06"E TPED =TELEPHONE PE .R POLE 13. SEED ALL EXPOSED AREAS. PAYMENT FROM THE OWNER. '_EPHONE PEDESTAL 14. PAVE ROAD. ~ ~ OB 1127 P o ~ ~ G 570 ~ ~ PC E, SLIDE 80-8 ~
L-58 S 83'06 51 E 38.16 C-20 1270.00' 102.00' N 16'53'11 "E {NV =INVERT CONTRACTOR IS RESPONSIBLE FOR KEEPING MUD & DEBRIS OFF CREEK RT ROAD ON A DAILY BASIS. ANY FINES WILL BACK CHARGED TO y ~
L-59 N OT42'43"W 45.25' C-21 1270.00' 100.67' N 21'27'33"E TC =TOP OF CURB f L-60 S 50'11'56"E 39.fi1' C-22 1270.00' 100.67' N 26'00'07"E EP =EDGE OF PAVEME OF CURB CONTRACTOR. . OF PAVEMENT ~ o OOE ~ ~ Z pp~ ~ v ~
L-61 N 3E~12'05"E 24.70' C-23 1270.00' 100.67' N 30'32'41 "E _ " TB -TOP OF BANK L-62 S 64 49 28"E 35.49 C-24 1270.00 100.00 N 35 04321 "E C L =CENTERLINE 9. OWNER TO PROVIDE CONTRACTOR PHONE & OWER CONDUIT LOCATIONS OF BANK
L-63 N 07'47 23"E 73.39 C-25 1270A0 96.00 N 39 29 41 E _ ~N~EI~~ PLAN PRIOR TO CONSTRUCTION. ITERLINE SOLE t
L-64 S 38'55 33 f 44.09 ~ ~ " MH -MANHOLE ~ G-26 1270.00 97.D0 N 43'50 58 E NOTE: SUBGRADE & _ L-65 S 69`00 21 f 27.01 , ~ ~ » FH -FIRE HYDRANT " G-27 1270.00 95.00 N 48'1fl 53 E STONE MUST BE _ 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR HYDRANT J~~
L-S6 S 08`0014 E 14.26 C-28 1270,00' 48.77' N 51'25'31 "E WV -WATER VALVE L-67 N 80'28'17"E 31.62' » PROOFROLLED WITH AN GV =GATE VALVE STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING .R VALVE VALVE RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED
, " C-29 530.00 56.24 N 49 29 02"E L-fib N 8453x20 E 39.27 C-30 530.00 199.41 N 353557E ENGINEER ON SITE. BV =BALL VALVE w. VALVE REPAIR WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS , W. RUSSE ~ ~ l.i. DUK EJ R. PC G SLIDE 69-7
L-69 N 33'1313"E 42.24x G-31 530.00' 62.00° N 21'24'10"E RGP =REINFORCED CC L-70 N 1T37'08"E 35.27 C-32 470.00' 264.83' N 34'24'46"E CMP =CORRUGATED M VFORCED CONCRETE PIPE DESIGNED. :t9 ~p~6 2RUGATED METAL PIPE 2. SEDIM NT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES r 2 > 12.344 ACRES
L-71 N 83'10'27"E 39.45' G-33 470.00' 90.00' N 56'tfi'14"E CB =CATCH BASIN L-72 N 11'25'16"E 27.843 C-34 260.00' i 15.95' N 48'S2'S0"E - E NO ZONING H BASIN 0.5 FEET DEEP. 00 '•~D ~t
i 1 " FES -FLARED END SE L-73 N 15 32x49"W 34.09 G-35 260.00 55.53 N 29 5156E _ JOHN R. TOLER: ZED END SECTION ~ 3. ALL SEEDED AREA WILL BE FERTILIZED, RE-SEEDED AS NECESSARY, ANpB 1358 PG 926 N N OUT ~ 2
~ L-74 N 35`08 22"W 34.95 ~ ~ » CO -CLEAN OUT C-36 260.00 55.15 N 1 T38 47 E L-75 N 26'00'35"W 42.77' _ ~ i / SS =SEWER SERVICE , c 37 260.00, 50.00, N Ds'02 25 E - T R MULCHED ACCORDING TO SPECIFICATION !N THE VEGETATIVE PLAN TO :R SERVICE
L-76 N 43'37 27"W 31.81 - 260.0 50.00 N 04 59 43"W WM - WA ER METE , C 38 0 ~ L-77 N 23'18 45"W 48.21 G-3s 260.00' S5.o0' N 16'35'04"W NTS =NOT TO SCALE MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. r; :R METER o TO SCALE 4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON c~
~ , , L-78 N 1133 28"W 38.59 C-40 260.00' 100.00' N 33'44'36"W = NOT TO SCALE ~ " , TO SCALE COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES. o
L-79 S 73'22x03"E 89.41+ C-41 260.00` 12.99' N 46'15'39"W =TEMPORARY R0~ L-80 S 48'51 54 E 151.90 C-42 55.00 39.58 N 6$'46 47"W i IPORARY ROCK DAMN
L-81 N 79'00~03~E 59.72 C-43 55.00' 53.00' S 61'19'46"W ®=COASTAL WETLA ~STAL WETLANDS - C.A.M.A. ~ ` ~ ~
i L-82 S 8T17 52"E 45.79 C-44 55.00' 60.00' S 00'31'50"E L-83 N 78'01 21 "E 49.65x C-45 55Ad 72.23' S 74'37'39"E w w ~ ~ `''s
~ L-84 N 6749 57 E 17.91 C-46 25.00' 27.95' S 81'40'52"E L-85 N 62'49~55NE 17.73 C-47 200.00' 100.69' S 33'Ofi'S1 "E NO ZONING _ _ o o,
L-86 N 42'49x11"E 38.39x C-48 200.00' 257.92' S 21`36'53"W i ooNNa c. Bono DB 1339 PG 187 'Q WETUW _ _ _ _ _ r ~3 N 87'36.01 " W , z $UFFF t ~ i RU ONE R \
L-87 N 36'3129 E 42.44 C-49 530.00' 19.10' S 60'43'56"W 3 1 L-88 N 51'39`59"E 52.78' C-50 530.00° 9fl.33' S 54'48'41"W 8~1N p~~ ~ .a r Np p ~ ~ .a ~ .
E L-89 N 47'13'14"E 47.05' C-51 530.00' 90.00' S 45'03'09"W L-90 N 80'58'27"E 26.66' C-52 530.00' 90.38' S 35' 17'27"W 9~ 3$ ~ W
1-91 S 80'30'08"E 23.74' C-53 530A0' 114.02' S 24'13'29"W ~Qp ,~.~p S '1 \ \ ~ ~ e
L-92 S 80'30' 10"E 20.68' C-54 470.00' 70.95' S 22`22'42"Ml i x " / NO ZONING L-93 S 68'35x00"E 59.92x C-55 470.00 210.00 S 39'36 59"W NO ZONING - , _ _ 9 'I \
L-94 S 5T52 33 E 30.27 ~ PAUL A. MINOR ~ ~ x " C-56 1330.00 98.33 S 50'24x25"W . BEATRIC ANN KOONCE E L-95 S 85 44:55 E 33.93x C-57 30.00 39.57 S 89'33 04"W DB 1181, PG 288 3~ SCE 20 DER ~ ~
L-96 N 28'38 36 E 26.91 C-58 1330.00' 69.05' N 50'40'25"W OB 740, PG 37O ~ _ _ _ 30 ~ ~ a. 6~. 8U ~
' 0 ' 5'01'37"W C-59 1330.OOx 133.0 N 5 x C-60 1330.00 140.00 N 60'54 36"W , ~ . ~ _ zo ~R . 30 gU _6 ~ NF t O \ 0 2~ri ~ \ Z N N _ N
G C-61 1330.00 219.85 N 68'40 05"W . o~ ~ . , 0 C-62 1330.00 90.34 N 75 21 19"W ~o CJ ~ E 6 _ ~ 404 - ~ m 9~ WEf1.ANaS ~ ,
, , . , 0 0 C-63 1330.00 322.17 N 8415 29"W 131 f 4, pG 1 ` r
G-64 530.00 281.24 S 73'23 58"W Q 140 G-65 470.00 180.59 S 69 05 22"W or 3 \ ~ , 329,054 S.F. 50 PAMLICO ~ OND _ 50 PAMUCO
, : W C-66 30.00 20.09 N 70'36 45"W o ~ i~ w 0 o 7.554 ACRES RIVER RIPARIAN \ \ RNER RIPAR _ \ ~ IAN BUFFER BUFFER
i wW w,w _ \ S ~ ~ s
~ NO ZONING 28 EC ~ ~ 1.39 ~ t > ~ a
TORY W. WOOLARD SR, ~ o~ t N 36 DB 1404 PG 131 1 ti ?D SR, 404 WETLANDS 1 _ _ _ _ TOP 4F CMP g ~ S• ~ 20' i 6' p 8U VERFL4tN ~ 20 ~R
~ ~ 60 RW ~ ~ A,0.23 EIA 1 ~ Z 23 _ 0• EIP \ BU , ~ 7' 17 20 E
26 co 1 ~g52 ~ j ~ ~I ~'R INV.: N 2 OS \ NE t 50 E ~ -n.~~ 4.19 , 5~' 53.04
x 1 3D' 3a ~ ~ r EIP
_ s \ ~9~= EIP PF , m ~ S 6212 26 E 82.36'
" 1 I 8 CABC(MIN} 10 10 " " 2" I-2 ASPHALT (MIN} ~ r .,y 1 ~ LIFT ~ IP S 08'11, ~ Q
-+*--1 4 PER FOOT 1 4 PER FOOT 1 ,1, ~ ~ SHEET FLOW DRAINAGE ~ NO SWALES INSIDE 50 15 `ti, T 15. : 15.8 43 E . ~ 15 48,784 S.. _ _ _ ~ ,
BUFFER /L i 26 ~ _r 15.4 1 .1 B 15.6 T 15.3 _ - oa~c 14.61 26,770 s.F. BENCHMAR s 30~o4'SS~ E ~ . NAIL IN OAK
d " t C/L 9x c~ ® ~ ELEV. = 11.73 30.68
48 Reinforced Concre#e Pipe ~ ,a? Native soil r r \ ' . ~ ~ T8 15. _ . s, 20 UDR ~ •..N£ 1 ~9.
t0 t ~ ~ N ' \ \ 0 B ~ \ I 15.5 \ ' ~ C/L 5 ~ \ 'P'~ 0
t~ .p 1 756 S.F. ONE R A,
N O iB 15.3 ~ \ \ , ~ 0 F x Z FE
ATIC I~FE PASSAGE AU s" X57 SECTION 7? \ o ~ ,x oNF \ \ 2 ec, ~~t~ \ , o~ 'tV4 WEi'E,ANDS 2p T6 i5. . \F Z ',a/ 11.oa ~ G / /
fi0' R ~ {NOT TO SCALE) ~ L 13A COMMON AREA 2 By ~ ~ ' T 15.0 \ i°~ 14. 15.2 ON \ , 30.?07 ACRES ~ ? R ~ C/: h 2.5x 14 0 S 44 33 59 W
NO ZONING _ r v ~ ~ os,285 S.F. ~ 18 f ~ 58.37
Y G. MOORS ~ N R~~ND j"~1 W DB 828, PG 817 RNER RIPARIAN \ • 33,917 S.. S 16 53 25 W
/ PROPOSED 60 R/W ROAD BUFFER \ \ • • , \ 26.79' 2 ~ a 3'33 05 E
i G \ • CONSTRUCTION LIMI'i5 \ ' • ~ 68.73'
137 r_ T 15 B i 5.6 iyuC. 1 ~ 3 19
" n 48 Reinforced Concrete Pl r' '``r ,,f ~ \ ~ ~ \ ~ 35,895 S.F. 27,29 S.F. ~ S 2141 25 E
~ r ao t CURRENT GRADE 20X OF DIAMETER OF PIPE C' 15.7 ~2 QG 76.7 ' 3
I TO Bf BEDDED TO ALLOW W N FOR AQUATIC LIFE PASSAGE ~ 15.5 ~ ~ ~ \ 11 ~ mo
I 15. l 13.4 C/L TB 15. l,~M / \ ~ 15.6 T 15.4 \ 130,662 S.F. p S ~ p fi O u'
w ~ Na#ive Soil ~ ~ F 6~,. \ \ ~OY~ Q \ ~ s. o 2 M ~ 3
I ~ \ \ ~ Ory 4 27,744 S.F. ~ ~ ~ s ~ o ~ ,
n I STAGING ARfA ~ S 69'32 50 E 12 ~ F , ~ x 56.64
r' ED s TI LIFE PASSAGE ? / FOR E UlPMENT 8 \ -r ~ MA RIALS ~N . . . / 2 38,139 S,F. ~ S 40 2817 E 2
A ua c , z N END VIEW ~ . / v 35.86 21
{ NOT To ScaLE o I ~ 31,449 S.F.
N I 3 ~ ® a ® 2 ~
47 1 ~ 37,508 S.F. N -----S 14 01 48 W t
O S o EIP 6.513 ACRES r Z .o'' Z 10 ' ~ 67.9x' 8 X16 C B \ ~ s 9 roz O,~G 42140 S.P. STONE APROy ~ , o
~ ? r N 4 ~ b' ~ ~ • \ F ~ EPTH = 22 oN ~ ? 07,963 S.F. TON N \ S 36 234 S.F. S 07'06'58" ~
NO ZONING 0' o ~ aAr?I!nv r± ur~rac \ I ® / ~ _ / / . , ~ 46.58' \ i _ ~
I tvrtw t v. mvvnd ~ ~ ~ ~ ~ v~ I DB 928, PG 81 ? ~ 130,557 S.F: m m N N 1 '62 SILT fEIrC { ~ " TYP
~ S r a x12 GLASS B ~ ...-o.30x e STONE APRON ~ `~4~ N o ,QO \ \ \ 48LF 24 RCP ~ ~ ~ . , • BENCHMARK " 0 \ \ NAIL IN TREE W 2-FES S 08 44 56 E
13~ 0+ w 343 ~ r DEPTH = 22 ~ ~ 6 G 5~ ~ ~ s TONS v oN ~ ~ R u \ 6 / L ~ , \ ~ \ ELEV: ~ 10.97 67.11 F \ 23
F 9 I os $ ~ ~ • C ~ ~ /t sr . R \ / _ \ ~r » \ i~ °1 \ 0 24LF 18 RCP 40,955 S.F. , »
,h ~ y t~, ~ ~r ~ \ ~F S 19 w 2-FES o' 03 35 E \ o • \ r ~ sy, • . , • • ~ 31.82
o ~ o ~ . 0 _ ~ c 4 - - \ ~ --~~0~0 - - ~ ON AREA
\GN^ S ~ V O.Oq' ~ 2$8 s.F. m v i \ .6.52' ! ~AO~ 52,864 S.F. TEMPORARY ' ~ » . ~ ~ ~ \ : ~ ~ s.F. S 10 22 01 w \ \ ~FQ\< a,, t, Rt~CK UAM
VV j L7.O o fy 9yl 20 X50 ! GIYFPVIV1if f 27,0 ~ a V`' Gl~ a \ ~'~0 ~ 80.1 ' 1 \ ! \~0 \ G NEw DRNEWAY INV.. ~i » 6. 90 r ~ ALIGNM NT ~
o -1 GRAVEL CONSTRUCTION 18. ENTRANCE EXIT EI o ~ ~ ~ SOILS- STOGK ~ - PILE AREA 1~ REM4 l~ ~ & RI 14.17 0 sa..,. 02 G ~ MATC REMOVE EX. 18 CMP / ~ E \ & REGRADE DITCH TO • • S ~ \ N r ~
o N 18.0' 3 0.6414 0.641E CONE MATCH EXISTING \ d \ / ~ B4UN ~W CONDITIONS ~ i i ~ ~ m2
! S ~ 27.0' 3O" CURE qS N N ~ y a qC 30 CURB & GUTTER 561.E 24 p T 0, \ ~ ~ ry 2a©29 w
~S ' o c~ p ~ RCP W ~ / a r f ~e _ r ~ 59.42 5 i ~1
I , ~ c / " 13. 1 0 o CUT-IN 8"X8 TEE E SQ ~ fp ?~`y „ 5. .2 • 2-FE5 J T ~ F x - ! \ n o ! \ 54,883 S.F. r \ . \ ~ . e a "
~ 3-$ Gv h~' 0 2-90' BENDS ~0 14.2 t 0 ~ ~ x~~ CO?dSTRUC110Pt LIMITS 0 ! / ~ S 094515 E '4~, o M 50 RIPARI ti _ 0 ~ ! ! 30 X P BUFFER - NO 52.33
x14.s ~3 ~1 IP SOLF 16" STEEL N x14.s © ~ A9c x12.1 V ~ C x14.3 ® M ,o9c ! ! ROLAN MA NG . ~ ~ I I 0 ~ \ S N BUFFE
~ ~ ! I $ .S , CASING DRY BORE ~ ~ FsG 2fl6 830 ~ ~F' S.F. ~ FSF3` ~ - . TYP. 4 PLACES } » ss 0 F G 2 1 ~ S 0155 39 E ~i~ o z, ~ ,
a~ CENTERE ON NCS 1839 5.s 3' 9 14.0 x15.3 x16.0 4P ~ II 60.82 ~ 7 z ;~s~ 24 II
.N 0+ x13.2 "1 ` 'Y x13.2 LEANOUT dt FILL EXIST. DITCH ~ r 50 0 ~ _ " 6 \ I I S 50 48 29 E ! ~ ; : 381,640 S.F. ! ! » Q, I I 20.28'
~e ~ ~ ty s. 12.2 ~ 1~ • REGRADE 430LF OF EXISTING DITCH TO r \ so r ~ ! r 440LF GRASSED ~ w ~,~r
os 46 s i I PROVIDE POSITNE ~ xE~4. JN~4GE ~ ~'C! EANOLI? ~ ~f i LPGAS TANK / , NED SWALE W \ , INV. 3.88 ~ " ! ! / ,t. 4Q4 W DS ~ ~ JUTE NESTING = _ _ = 2-~ • . _ _ ~ i X -'1 t ~ / ~S 2149 57 E E
V, 3F~ v E 0:8 11.704 ACRES 5.1 c ~ c Q ~Ss ~ ~ .s 1~ ~ t` I T 44. • 5:1 SIDE SLOPES S .DITCH E ~ ~ ROLAIyKA S3I0 BUFfi' ~ / 73.18' ! / D-70 ~ ZON EX. 12 SHED E i STEEL ~ x
a S ~ ~12.s sA Sg ?S ! I x12.6 x13.1 ®D,3fl°~ x15.2 1 Q 03,974 S,F, ! ~ x _ " S 34 2818 E 6 SECTION ~ E
ti ~ ~ l y, s •c/~ 10. x16.0 '2 J 11.4x.76 1 x 14.1 U ~ 8U 4 ~ 35.40 ! NSTRUC ~ zp ~R Hvac ~ _ » ~ 46,144 S.F. _ » » Nf
/ - ~ x14.4 ~9 x A 0 Z • ' ''N;f 'i x x13.4 C z ! ~ _ / S 515318 E 8X16C SB ~ , G STONE APR X . 0 43.15 8" E 5'
EI G O ~ V Z' x15.1 OIy h 1 Ci x15.2 v x15.2 4k DEPTH = 22 oh h.~,~ 12 TONS AC PADS ~ ~ a
FH ~ ~ • 2 LIM TEMPORARY 11;5 ROCK DAM O ~ x16.2 V cLEANOUT & ! ! 60LF 24" , G 2-STORY • ! ~ ~ _ » JVOUT & ! RCP W/ ~ VINYL SIDING 49 43 31 W
\1~\ \ /V~ 4 Vq EXIST. DTC "a..,,,~ x16.3 / (IST. DIT ! 0 2-FES GRASSED ? H DS ' 9 1 OUSE , ,i 1.~9 43'31 w
~ Y! ~ C®N ~ - • -1 r ~ ! 1 SWALE ; ,,-r S 76`27 05 W ! EX. 18 GMP J NETTI , 59w
S ` r UM . 7.1 ~ 101 4 7 • R KA ~ • 36.65 NV. 6.58 _7p o 6 ~ S fi5'31'04" .1 2 ON / _ " W
S » 50 PAMlJCO 2 / 18 S 77' 1213 W ° ! ~ LF 24 1 • 89.19 ! 65 2 <F: RIVER RIPARIAN / / 18 ,
•,.a~ ~w 3'i: J~ ! 42 RCP W BUFFER / * W 65.16 i ~ / ! 2~ 2-FES 0 ~ / •30
i , • ` . W ~ ~ ~ / / ? U ~ a„ ~Xf$j x'10 e~ 8.88 5PR ER \ , R~' S ! 9 / / 0
• • OA o ~ ~ . -...SEA ~ OAp {Yp= ! ~ ! F 3 T i 3 TRE_ , REE» ~ ~ ~ .~.~lsr'` OCK rvw ~ ~~A ! 1 LASS "B ~ , ro / / " AhA'
l Jtv T s ~ ` 0 29~ W . p $0, , 3, „ .g~, oar Kr .,RO do At? IS Syr • • . / ~ 1~ E RON ° Q S 66'43 08 W ! S ~ " DE Z2 C4N 0 95.37
O3 ry w ~ ~ ~ . ~ ~ COMMON AREA ~ ! 7 T4 ON 0 1 ! ! i 3" TREE 125E G SE me / / ,y9 % G i 9
WIDTH VARIES 12 ~ . 49 ~ , m2 6 ~ r SPKN LOCATED AT p , • y,~. 24.219 AGRE$ ~ ~ 3`x(1 ~ F` v 1V F TREE NED 1 to O~ ~ JUTE N N 50' PAMUCO ~ 6
~o EXISTING GRADE T) CENTERLINE INTERSECTION oti o~ O ~ •RR . o , M 41 oti oti oN i. ~ . • . C 4~, 09 ~ 0 " ~U ROLANKA ! 2~ RIVER RIPARIAN 5 1 " FS B-7o BUFFER 09 ~ TREE $
OF NCSR 1339 & ~ N DEPTH NCSR 1334 ~N ' ~ Q ``1 10.85 U SIR / ~1 ns _ 1110 0$ 30,125 S.F REMOVE I
VARIES 1 REMfl ~ U,~ INV. 10. t~ e Ex. 1s RGP ~ 3" THE EXIST. / / '"~..-S QIER INV. 1os1 ~ 2i 15 37 W HANGER ~ • . ~ ~'1' ~ ( ( / / 54.39
~ ~ SEE PLAN ~ p, 5:1 5:1 i RU / . ~ t~nr ~ rt nr1 A , . r ~,..e e
~ ~ N ~06~ M , y~ PROPOSED MITIGATION ,1 i 0 A m AREA -WETLANDS EXIST. DITCH ~ ~ DEPTH 22N .8.22 / _ " TO A » 31,251 S. / S 26 45 25 W ~ ~'L EPTTi 22 NV. 8,09 F~ ,
r ~ i ~ 2 BOTTOM 50 PAMLICO DISTRUBED .fl9 AC. 9 TONS RNER RIPARIAN AREA PROPROSED .,o d' N ~ TONS g . 34 0~~ 32.42 9p , Z
nPec~. SWALE oETa~l BUFFER 1.43 ~ .12 AC. • . ,r 309 .F. » 3s A s = » . 12 ~?p 3 S 64 00 22 W P .16, {y ,
.b„,~ r 29 69.76 ~ ry ~.~t. S 76'48'23" W
0.79' ( 8' MAX. WiM WERE ..t 1 31,140 S<F. J~ ~ » " 0~a 30 S 53 27 34 W S 48.47 M•~- v LEANOUT do FlLL p 8;U 86'44 09 W Oti / 20 ~t 36<65
{ R EC v NO ZONING s MAx. wmiouT WI E o. IXI .DITCH NI / i 64.48
a JABBER NOLAN N 7148 30 w C o~? " MIDDLE AND VERTI WIRES y~,G,~ RUBBER RNA TO pOWE~ Y.V ,
! 8"x8 TREATED POST DB 990, PG 349 SHALI. BE 12 1/2 GAGE MINIMUM 60.16 a~ BE lAI~ ENE . Utyp '`~.EO ~ ~ROU jy~ o~ I ?1°. s< . WATER FRONTAGE
EXISTING GRADE N GRADE ~ G 09 - U ~ WETUVdOS • • Np 80UNDARY 38 ~ / o Q ~ ~ ~ ~ ~ ~ ~ l ON LOTS M / ~
1=III-11 M- - - I l=1 I I-= ~ _ 12 _ ! I_ (ar~ Ol 40 DS J 43,309 S,F. 2 0!y U / ~ LOT 17 91.6 5 LF
-~3: :1~~ „ h. ~ I 24 4 BAR Q, N _ 27A o ~o. , 48 4 ~ _ W Et" ~ LOT 18 118.42 LF
E~ 4 O.C. TOP AND BOTTOM STRAND SHALL BE 14 GAGE MINIMUM ~ w 3 ~a~ ~ ,j,v,~ 3-66 LOT 19 107.04 LF ~ 31 LOT 20 96.40 LF Q ~ ~
FLOW SPREADER z 538 caycu •~3m uW Mound 2 30,147'~~°L LOT 21 122.06 LF REMOVE IST. ~ ~M o ~ LOT 22 107.48 LF
Q~ {.1 _ _ _ x~ Q~ _ _ _ _ _ _ _ _ _ , 4 p ~ ~j y t1F~R N BARN a LOT 23 192.69 LF
i frQ'6 ~ ~ 2 8X1 9 N N ZONE 0 GLASS 8 ~,r STONE APRON 100 9 LOT 24 527.x6 LF .x ~ ~ .'S LOT 25 122.66 LF
WIRE FlLTER FABRIC o DEPTH = 22' ~ 9 TONS G / o, 1 LOT ~ 26 90.00 LF 32 ,
O N ~ o~f< F. ~ m ~ LOT 27 so.oo LF / ~ ~ ~ ~ 0 30,476 s.F. LoT 28 sa.oo LF
FILTER FABRIC 2 t0 C O L.. ~ ~ LOT 29 90.00 LF o L,., f " L OT 30 90.00 LF
E 3'-0' LINE TABLE NOTES: J S 37'5136 W L OT 3i 90.01 LF
3 COMPACTED FILL ~ WIRE 5HALL BE A MINIMUM OF 32 { LINE DISTANCE BEARING IN WIDTH AND SHALL HAVE A MINIMUM rn~z 5fl PAMUCO ~JW RNER RIPRR J 68.66' LOT 32 100.66 LF LOT 33 107.45 LF .~t.~t.ti ~ MA,
~ „ " O OF 6 LINE WIRES WITH 12 STAY L-1 44.95 N 14 02 33 E ~ BUFFER ~~w 30' L03 34 115.29 LF 0 33 eu 70 ~R LOT 35
~ ~ SPACING. I g L-2 133.36 N 1132 50 E FILTER FABRIC SHALL BE A MINIMUM 3 Qa ti 4-~00 4-1ao , a N G ~ NE' 238.74 LF 30,496 S.F. ~ i LO T 36 i 19.30 LF
" " .I 2 MIN. L-3 82.99 N 07'51 01 E OF 36 IN WIDTH AND SHALL BE ~ " FASTENED ADEQUATELY TO THE WIRE AS Mound Mound oO2 ~ 56LF 18 RC i - t 30' 12.00 W 2-FE' ,R 1, ~ / -56LF 18" RCP 2 ------S 16`51'24" W w/ 2-FES 95.82' N
L-4 53.71 N 08'07 23 E EER. „ DIRECTED BY THE ENGIN ~ " 25A zo ~ ~ r ~x
L-5 80.71 N O6 35 37 E STEEL POST SHALL 8E 5 -O iN „ HT AND BE OF THE SELF-FASTENER EXTENSION OF FABRIC AND L-6 153.21 N 04 05 22 E HEIG KENNETH A MOOR E BIRD 12.10 DB 75a, PG 319 PENS SHEET INDEX TEMP jW~. .~t•~,
, ANGLE STEEL TYPE. WIRE INTO FABRIC I L-7 117.52 N 0131 27 E 34 ROC ~ " S 241227 W = SHEET i OF 5 -COMPOSITE MAP & EROSION CONTROL P 33,100 S. 34.84 LAN
- 109.09' ' " L 8 N 00 49 01 W N ~ 37 0 s• ti ~ SHEET 2 OF 5 -PLAN & PROFILE - CORDGRASS POINTE ROAD ~ SH - _
' L-9 107.25' N 02`51'47" W > " DETAIL SILT FENCE s~ , ~ S + 77,093 S. t/ G ~ EET 3 OF 5 PLAN & PROFILE FERNWOOD COURT t j G S 04'54'53" E SHEET 4 OF 5- EROSION CONTROL & WATER SYSTEM DETAILS
j L-10 106.69 N 05 08 02 W ~ 0 21 3 SIT N 3,' ~ L FENCE 77.45' M~ ~M SHEET 5 OF 5 -SOILS, CONSTRUCTION LI , 0 MITS & LOT LAYOUT PLAN N FENCE
i L-11 123.62' N 07"53'37" W -12 113.82' '1 „ W L N 09 51 8 p ~ 2 TYP E } ~ 1 ;m'} 35
- 112.95' " L 13 N 10 5150 W 46,89, DISTURBED AREA =22.399 ACRES ~ z~' 46,895 S.F. ~ " 300
L-14 95.41' N 11'18'56" W 30 Flf 60' R W p, PREAD J 30' FLOW ,,s-S 07'0145 W PREADER 71.13' GRAPHIC SCALE: t" ~ 100'
L-15 84.94' N 11'05'27" W GENERAL NOTES 1 O~G ~s REVISED: 10/27/06 NCDENR COMMENTS CNS- .1„t„ti ,~,h, ~ Dss) S " hM 4 REVISED: 10/05 O6 NCDOT COMMENTS CNS }
3 -16 '26" L 30.00 N 78'52 E L-17 95.96' S 11'1D'23„ E 1. THIS MAP IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND yF F ~ 437 5.. N 2 o 3133 33 E / 3 REVISED: 09 05 O6 WETLANDS 20.21 / / ) SCB E )
- 29.61' WITHIN A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THRT L 18 N 70 46 40 E ~a 2 REVISED: 07/13/06 NCDOT COMMENTS DWL ° 1 REVISED: 06/19/06 BCWC COMMENTS J8
-19 91.76' ' 4" E REGULATES PARCELS OF LAND. L S 10444 Z~G S 16'16 23 E )t ) o: , f , t 63.19 ~
„ 2. ALL AREAS CALCULATED BY COORDINATE GEOMETRY. 3 ~-20 85.06 S 1105 27 E , • „ 3. NO POINTS SET ALONG BATH CREEK UNLESS OTHERWISE NOTED. ~ PARCEL ~5 021479 ~x , ~ 479
L-21 95.29 S 11 18 56 E 4. A PORTION OF PROPERTY IS LOCATED IN A SPECIAI. FLOOD HAZARDOUS AREA 8' 6' y m m 2a 6 8 mo PIN 6644-80~-8250 1 _ » S 39 08 28 E SHEET 1 OF 1 o PARCEL 15-021480 250
~ L-22 112.18' S 10`51'50" E AS DEfERM1NED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. " DITCH SHOULDER L-23 112.26 S 09 51 18 E ZONE AE, ELEV. 10.07(NGVD 1929}, REF; f1RM 37206642OOJ & PAVEMENT t SHOULDER DITCH EI N 79.32' EII~.AND C BOSSING P EBMIT PIN - 6644-91 0261 480 261
{ L-24 i 21.15' S 07'53'37„ E FIRM 3720664400) DATED MAY 15, 2003. 1 \ " S 715018 E
L-25 104.06' S 05'08'02" E 5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES, NO GRID N \ _ • 12.08 1 \ ~
i • „ FACTORS HAVE BEEN APPLIED. L-26 106.06 S 02 51 47 E "PER FOOT " 6. ELECTRICAL SUPPLY TO BE PROVfDED BY TIDELINES EMC. 1 ~ • aT T 4 FER FT, 1 p£ R FOOT - \ ~ 1 " \ S 28'35 51 E
L-27 105)2 S 00'47 46 E ~ 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. ,~o ~ \ N g r-- 70.85 Sg. ~ \
~ L-28 114.95 S 0131 27 W S,, 8. WATER SUPPLY TO BE PROVIDED BY BEAUFORT CO. WATER DISTRICT, ~ L-29 i 48.76' S 04`05'22" W 9. SEWAGE DISPOSAL TO BE PROVIDED BY INDIVIDUAL SEPTIC TANK SYSTEMS. " S: h' 1P ~ T ZN I-~ 'j , ~ , SECTIONS 1 & 2 Q~ ,
6 ABC ' 10. NCDOT DRIVEWAY PERMIT IS RE4UIRED. L-30 76.22 S 68' 13 35 W ,,...~,.a 6 ABC ~ sty 30 a , I UDR ~ ~ REFERENCE: DEED BOOK 1517, PAGE 55 OF THE ONE a kp~
L-31 45.43' N 50'24'06" W NOTE: NO WORK SHALL WIDTH VARIES SILT FE BEAUFORT COUNTY REGISTRY
j " 12. LOW DENSITY STORM WATER PERMIT IS REQUIRED. L-32 37.04 N 45 49 25 W 13. MINIMUM LOT SETBACKS ARE AS FOLLOWS. SILT FENCE 0, S 0526'07" E V r SEE DETAIL if 55.73' BATH TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA
L-33 32.76 S 64'13'34" E _ ' " FRONT - 25 ~ TYPICAL STREET SECTION BE DONE IN SECTION 2 ~ SEE D UNTIL ALL REQUIRED
1.-34 83.35 S 50'24 06 E SIDE = 10' -35 143.20' ' " L S 20`2618 E SIDE STREET = 20, --S 2,T11'05" w OWNER/DEVELOPER: BDG SMITH PAMUCO ASSOCIATES LLC EXISTING GRADE
L-36 111.14' S 11`3250" W REAR = 25' N.T.S. USACOE AND DWQ poi PERMITS ARE ISSUED NP= ~ 56.05' ~ ADDRESS: 7000 SIX FORKS ROAD, SUITE 115
L-37 39.30' S 14'02'33" W 14. THIS SITE IS LOCATED IN THE BATH FIRE DISTRICT. N 7433'02` W RALEIGH, NC 27615
L-38 30.00' S 82'00'48" E 15. ALL ROADS ARE DESIGNATED AS PRIVATE AND WILL BE BUILT TO NCDOT STANDARDS. 33 .-l S 34.50'27 6w2 PHONE: [phone]
16. COMMON AREAS TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. (SEE SHEET 3 OF 5) EXISTING WETLAND
17. EXISTING LAND USE OF THE SUBJECT PROPERTY IS WOODED & AGRICULTURAL. B Baldwin aad ASSOCIATES DESIGNED: MW8 APPROVED: MWB
18. ALL ELEVATIONS ARE RELATIVE TO NATIONAL GEODETIC VERTICAL DATUM (NGVD 1929) WETLAND SECTION A-A \ 1T1 ENGINEERING. LAND SURVEYING AND PI.ANNIDTG DRAWN: DWL DATE: 10/27/06
1015 CONFERENCE DRIVE
i i Xe2RE2 5 ~N756 139027858 CHECKED: MWB SCALE: 1" = 100' ~a
FILE ~ 05-278 CdcG FILE: 05-278 FBAiS98, MQ316ridgewater North Comp REV WETLANDS ANDS