20061623 Ver 1_Site Plan_20070216

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CALL. TABLE CURVE TABLE O TOTAL AREA IN TRACT ..............166.508 ACRES m
~Ill~~to NUMBER OF LOTS CREATED 47 RD-NCS R 1342 A
COURSE BEARING DISTANCE CURVE RADIUS CHORD CH.BEARING LEGENI LEGEND AREA IN COMMON AREA . 60.675 ACRES ti Ra
- L-39 S 6452 59 E 9.83 C-i 30.00' 20,94' N 69'24'96"E - . ~ " R/W -RIGHT-OF-WAY CONSTRUCTION SCHEDULE: f-OF-WAY 1. OBTAIN ALL PLAN APPROVALS AND PERMITS. AREA IN PARKS, RECREATION AREA ~
L-40 N 4145115"E 20.55 C-2 530,00 243.fi4 N 69'05 22 E _ L-41 N 152842E 45,55 ~ + " MBL MINIMUM BUILDINf , C-3 474.00 249.40 N 73'23 58 E B B = BACK OF CURB 1 IUM BUILDING LINE 2. HOLD PRECONS R N WITH THE OWNER PROJECT TRUCTION CONFE E CE , ~ AND THE LIKE 0 ~ ZONING CLASSIFICATION -1 0~ R
1-42 N 23'47 30"W 25.92 ~ " / C-4 1270.041 300.741 S 84 2453"E I = I OF CURB TO BACK OF CURB ENGINEER CONTRACTOR AND A REPRESENTATfVE FROM DEHNR. NG IRON PIPE ' ~ nE SITE o ~ EIP ~ ~ALIACE RD ~ n ~ LINEAR FEET IN STREETS ................4,182 LF NCSR 1334 xa 4
L-43 s 86'06 ©7"E 39.96 c-5 1270.oa 372.85 s 69`10 25 E E P EXISTING IRON P F L-44 N 30'31'35"E 55.87' C-6 1270.00' 175.00' S 56'46'55"E SIP =SET IRON PIPE 3. INSTAkL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AS t~INTIaN~!4NCE PLAN SON PIPE SPECIFIED ON PLANS. ~ oQ~ ~ Q ~
1-45 N 75'54'51 "E 34.15 C-7 1270.00' 80.78' S 51'00'31 "E ECM =EXISTING CONCRE L-46 N 74Y31 051N 23.27 C-8 30.00' 43.31' S 02'S9'13"E EPKN =EXISTING PARKEI 1NG CONCRETE MONUMENT ~ A 4. CLEAR ROAD RIGHT-OF-WAYS AND SLOPES OF EXISTING DITCHES LL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STING PARKER KALON NAIL TO BE `REGRADED. ~ ~ v ~ o ~ ~ ~ dill l- 9 M ~ pOSS 1
L-47 N 21'02'27 E 14.48' C-9 1330.00' 107.85' 5 40'S3'19"W SPKN =SET PARKER KA STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING NO ZOI PARKER KALON NAIL 5. INSTALL SEDIMENT TRAPS AND CHECK DAMS AS SPECIFIED ON PLANS. NO ZONING 1 ? U a Y ~ W 2 F
1-48 N 25'19'33"E 26.71' C-10 i330A0' 130.30' S 35'45'26"W R=RADIUS 1-49 N 42'0751 »E 30.95 C- i 1 i 334.40' 130.30' S 30'08`29"W - , CH -CHORD RAINFALL., BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED W. RUSSELL REPAIR WILL BE MADE IMMEDIATELY TO MAI AIN A P 6. ROUGH GRADE ROADS AND INSTALL. STORM DRAINAGE P1PiNG. DB 1200 ~ NT Ll RACTICES AS , ?USSELL DUKE JR, ~ DB 1200, PG 32 ~ 1~ E
L-50 N 8533124 E 22.831 C-12 1330.00 130.30 S 243133"W PC =POI L-51 S 8T23 21 "E 10.05 ~ ~ NT OF CURVATt , " C-13 1330.001 113.591 S 19'1514"W PT =POINT OF TANGENC 7. INSTALL EROSION CONTROL DEVICES AROUND PIPE ENDS. OF CURVATURE DESIGNED. 8. INSTALL WATER MAIN. ~ ~ U2 FlEL,D RD cF ~ Rp
L-52 N 4419121 "E 39.091 C-14 25.00 18.03 S 3T57 35"W _ 4F TANGENCY 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES g. UNDERCUT ROAD AND BACK FILL WITH SELECT MATERIAL. ~ OF COMPOUND CURVATURE O.5 FEET DEEP. 11 1~ _ i
L-53 N 39'1511 E 14.24 C-15 25.00' 10.45' S 71'09'32"W PCC -POINT OF COMPO 1-54 N 5T40'29"MI 33.31' G-16 55.00' 106.87' S O6'S5'14"W PRC =POINT OF REVER; 1O, fNSTAL.I. WATER SERVICES. ~ OF REVERSE CURVATURE i1. FINE GRADE SUBGRADE RND PLACE CABC. 3. ALL SEEDED AREA WILL BE FERTILIZED, RE-SEEDED AS NECESSARY, AND ' ~ NO ZONING 3
L-55 N 5T57°35"E 34.04' G-i7 55.00' 50.00' N 83'35'01"E NPS = NO POINT SET L-56 N 72'39'18"E 27.94' C-18 55.x' 40.22' N 35'05'59"E PP =POWER POLE DINT SET 12. DRESS-UP ALL EXPOSED SLOPES. ! POLE MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATNE PLAN TO ~ WILTON R. DUKE JR. c ~a o DB 1127, PG 570 ~ z
L-57 S 02'58'50"E 34,51' C-i9 1270.00' 20.69' N 14'47`46"E TPED =TELEPHONE PEDI MAINTAIN A VIGOROUS DENSE VEGETAT~/E COVER. 13. SEED ALL EXPOSED AREAS. PHONE PEDESTAL ~ 14. PAVE ROAD. PC E, SLIDE $0-$ ~
L-58 S 83'06'51 "E 38.16' G-20 1270,00° 102.00' N 16'53'11 "E INV = fNVERT L-59 N OT42'43"W 45.25° C-21 1270.00' 100.67' N 21'27'33"E TC =TOP OF CURB r 4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON CURB COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES. r t~ ~ ~e r Ao'
L-60 S 50'11'56"E 39.61' C-22 1270.4)4' 100.67' N 26'00'07"E - 61 N 30'12'05"E 24.70' ~ 1 + EP -EDGE OF PAVEMEN OF PAVEMENT ~ Nr ~ ~
. , " , C-23 1274.{14 100.67 N 30'32 41 "E TB =TOP OF BANK L-62 S 64 49128"E 35.491 G-24 1274.4?0` 100.00' N 35'04'21 "E _ BANK ~RLINE
L-63 N OT47 23 E 73.39 ~ ~ {:/L -CENTERLINE " G-25 1270.00 96.00 N 39'29 41 "E L-S4 S 38'55 33 E 44.09 , MH =MANHOLE , " ~ C-26 1270.001 97.001 N 43'S0158"E NOTE: SUBGRADE & _ )LE
L-65 S fi9'00 21 "E 27.01 C-27 1270.00 95.00 N 48'10 53"E FH -FIRE HYDRANT L-66 S 08`00'14 E 14.26' " STONE MUST BE yY11 =WATER VALVE IYDRANT VALVE
" C-28 1270.00 48,77 N 5125 31 E L-67 N 80'2s 17 E 31.62 C-2s 530,00' 56.24' N 49.29'x2"E PROOFROLLED WITH AN GV =GATE VALVE rALVE W. RUS W. RUSSELL DUKE JR. i I
L-68 N 84'53~20~E 39.27' C-30 530,00" 199.41' N 35'35'S7"E ENGINEER ON SITE. BV =BALL VALVE L-69 N 33'13113"E 42.24 C-31 530A0' 62.00' N 21'24'10"E RCP =REINFORCED CONS SALVE PC 'ORCED CONCRETE PIP£ 6?~ PC G, SLIDE 69-7 1 i
L-70 N 1 T37108"E 35.271 C-32 470.00' 264.83' N 34'24'46"E CMP =CORRUGATED MEl L-71 N 83'10 27"E 39.45 C-33 470.00' 90.00' N 56'16'14"E - > 18 1 ~UGATED METAL PIPE 2 NO ZONING 12.344 ACRES
L-72 N 11'2516 E 27.84' " CB -CATCH BASIN . C-34 260.00 115.95 N 4$'52 54 E FES =FLARED END SECT BASIN oO ~ JOHN R, T aLER .D END SECTION . I Ek
L-73 N 15 32+49"41I 34.091 C-35 260.00' 55.53' N 29'51'56"E _ L-74 N 35'08 22"W 34,95 + ? . , " CO -CLEAN OUT , C-36 260.001 55.15 N 1 T3547"E S = DB 1358 PG 926 ~ OUT ~ 2 k 1
L-75 N 26'00 35"W 42.77 C-37 260.00 50.00 N 06'02 25 E S SEWER SERVICE L-7B N 43'37~27"W 31.81' C-38 260A0' 50.00' N 04'S9'43"W WM =WATER METER SERVICE METER i 't
L-77 N 23'18 45'1N 48.21' ~ ~ ~ NTS =NOT TO SCALE C-39 260.00 55.00 N 16'35 04"W 0 f0 SCALE ~ i i i
L-78 N 1133 28"W 38.59 C-4p 260.00' 100.00' N 33'44'36"W =NOT TO SCALE , L-79 S 73'22 03"E 89.41 G-41 260.00' 12.99' N 46'15'39"W TO SCALE o i
L-80 S 48'51'54"E 151.90' ~ ~ =TEMPORARY ROCk " , C-42 55.00 39.58 N 68'46 47"W 1 L-81 N 79 00103E 59.721 C-43 55Afl' 53.00' S 6i'19'46"W =COASTAL WETLAN[ ORARY ROCK DAMN g ~ I
, , " L-82 S 8T17 52"E 45.79 C-44 55.00 60.00 S 00'31 50 E TAL WETLANDS - C.A.M.A. w r~ ~ ~ i
L-83 N 78'0121 "E 49.65' C-45 55.00' 72.23' S 74'37'39"E L-84 N 62'49'S7"E 17.91' C-4S 25.00' 27,95' S 81'40'52"E t,, ~ ~
L-85 N 62'49~55~E 17.73 C-47 200,00' 100.69' S 33'06'51 "E L-86 N 42'49111 E 38.39 C-48 200.00' 257.92' S 21'36'S3"W ~ NO ZONING o o DONNA C. BOYD . 20, ~ ~ _N $T3s`01~ $U~e ~ W ,10' ' ~ ION R d
L-87 N 36`3129"E 42.44' C-49 530.00' 19.10' S 64P43'56"W fl DB 1339, PG 187 _ r O~~ ~ fl U ~ 2 ~ 1 53• Nf J ~ t
L-88 N 51'39'59"E 52.78' C-50 530.00' 90.33' S 54°48'41 "W L-89 N 4T13~14~E 47.05 C-59 530.00' 90.00' S 4503'49"W .a 9~ 3$5 ~ ~
L-90 N 80'5827"E 26.661 C-52 530.00' 90.38' S 35'17'27"W L-9i S 80'30108"E 23.74 C-53 530.00' 114.02' S 24'13'29"W _ V1 ,ap. tl 1
L-92 S 80'3010 E 20.68' C-54 470,00' 70.95' S 22'22'42"W ,x•30 _ _ ~ \ \ \ \ ~1
L-93 s 68'35'00"E 59,92' + NO ZONING " C-55 470.401 210.001 S 39'36/59"W NO ZONING L-94 s 5T52 33 E 30,27 PAUL A. MINaR , , " C-56 1330.00 98.33 S 50'24 25"W _ _ 1 9 ~ _ 3g`~. _ ~ \ ~ 20 ~ \ \ _ _ \ \ ~ M
L-95 S 85 44 55 E 33.93 ' ' ' BEATRICE ANN KaaNCE " , C-57 30.00 39.57 S 89'33 04"W DB 1.181, PG 288 L-96 N 28'38 36 E 26.91 C-58 1330.00' 69.05' N 54'40'25"W DB 740, PG 370 JE _ _ . _ _ 20 ~'R \ \ \ ~ Ne z \ ~ _ ~ \ ~ ~ a i t
C-59 1330.00' 133,00' N 5541'37"W \ 20 ~ O 30 N1; J ~ N 8 6 ~ ~ \ z cv
C-60 1330.00' 140.00' N 64P54'36"W ~ C-61 1330,00' 219.85' N 68'40'05"W ~G a NUJ s~ w 2 \ . ~ m E
, ~ d~~ S Z C-62 1330.00 90.34 N 75 21 19"W b . f 4 J . ~ ~ \ ~ 4~4 woos _ ~ \ $ . _ _ ~ _
C-63 1330.00 322.17' N 8415 29"W 131 4 PG C-64 530.00 281.24 S 73'23 58"W ~ ~ 40 + , , p8 _ _ ~ ~ rQ ~ r _ _ ~ ~ t
C-65 470.00 180.59 S 69 05 22"W C-66 30.00' 20,09' N 70'36'45"W ~ W o ~ _ _ _ _ W~ _ P 50' PAMLICO 329,054 S.F. 50 PAMLICO \ OND ~ L RNER RIPARIAN 7.554 ACRES RNER RIPARIAN ~ ~ BUFFER
o~ is w O~ iQ W BUFFER ~ \ S
w,~, " E NO ZONING W,~ _ _ - ~ _ _ f. ~ EX, i 8
'26 EC ~ 13g 1 ToBY w. waaLARQ SR. ~ . , t v' ~ ® 2 , TOP. aF cl~~ ~ S \ i ° eu b' ~ 20 ~R
N 3~~ DB 1404 PG 131 404 WETLANDS ovERFLOW . •a ~ NF 2 0 ~ S 6T 17 20 E
R r , 60 W ` x,23 F E~ „ 1 , "E 2 / .T~ ~R INV~' N 2'08 50 E -~..n..h NF J 4.19 31.5'
~ t 52 28 7~ 4 ~ ' , ~ \ 53.04 yC EIP / \ r3 f
30 30 EI \ ~ ~ . EIP PF , m / - ~ S 6212 26 E \ 4 p
8" CABC MIN -°-14' " ( ) 10 '7 ? _ , .•~'7 ©$t1 82.36 _ NE 1$ ~ ~ Q k f
" " 2 I-2 ASPHALT MIN) ~ 1 /4 PER FOOT 1 /4 PER FOOT 1 rte. 15 .,,v / ~ 2 E[P S 08' 1143 E ~ / a , 1 J 48,784 S.. 14.61
SHEET FLOW DRAINAGE NO SWALES INSIDE 50 T 15. 15.8 /L 1 x 2 6 ``r. OAK - , q .lul„J~ ~ 26,770 s.F. BENCNMAR S 30'04 59 E
BUFFER i'` f7~ O T 15.4 1 .1 B15.6 T 15.3 . / I OAK , NAZI. N 30.68 ~ ~ ELEV. = 11.73 1
t C/L 9x TB 15.3 ~ c~ BUFFER 30' ~ E
48" Reinforced Concrete Pi Pe . 0 niat~ve ~o~t r r \ 3p \ 1 i i
~ t t ~ \t 15.5 \ ~ ® ' B 9v A 1 M~ 2d 2 IO ~'R ZON 75fi S.F. NE 0•
N .f ~i~ 0 F ti
O A VATIC U PASSAGE ~ 15.3 ~ 8 a 20._ \ o c .ix N FEx t 1.00 ~ €I
6" 57 SEC aN s4 R/w vt ' F 1 ION R 404. WETLANDS ?Q TB 15.7 / / 14
Nor r4 sG~.E ~ ( ~ t°~ 14. L 13.Q COMMON AREA 9U ~ \ ' ' T 15.0 ~ '`r. 30.70? ACRES 2 \ , a.5x ~ s 44 33 59 w 108 285 S.F. ~ ~ 58.3 r
NO ZONING 2 ~ 7T 4 RANDY G. MOaRE ~ N ~ ~ ~ ? • i ~ ~ TB 15.7 \ - ~ ~ ? i 33,917 S.. ~ S 16'53 25 W
DB 928, PG 817 . 50 PAMLIGO ~ RNER RIPARIAN a rB 1 s. BUFFER • . 26.79'
PROPOS® 60b R~f '0 ~ ~ ~ 23'33'05 E ~u„ti 68.73
C CONSI~~CTlON L1M ~ ~ ~ \ .JV~,n 13 19
r r " 4$ Reindorced Concrete Pi 15 ~ 13.0 h? \ ~ \ B i 5.6 35,895 S.F. 27 29 S.F.
i. ~ \ \ • . a ~ T 1 B 15.8 , \ f ~ S 214125 E 76.73'
CURRENT GRADE ro 1 ~ 2475 OF DIAMETER OF PIPE Q TO BE BEDDED TO ALLOW ~ w N 15.7 2 e~ \ \ \ . ~ON~kF \ Z 6}p
FOR At~UAATiG LIFE PASSAGE ~ , ~F1~' ~ 15.5 -+,'~j r 15. L 13.4 C/L TB 15. L~M ~ ~ ~ 130,6fi2 S.F. ~ ~
- w 15.6 15.4 L+~ ~ 6P ~ ~ ~ Z~ p Ov,~
Native Soil 0 Ok \ ~ '2 ~ 27 744 S.F. ~ O ~ ~ t b, a Y
w ~ o S 69 32 50 E 9 12 ~ F
R" ® STAGING AREA 2p~'~ FOR EQUIPMENT I gU~. \ ~ 56,64 38,139 S.F. S 40'28'17° E
o A VATIC LI PASSAGE ED Z i & MATERIALS ON£ _ 2 s J ` p U 35.86
END VI N (NOT TO sc~.E) o l ~,.1 _ ~ \ ~ ~ a~
z _ - \ • \ 31,449 S.F. E F y
2 \ ~ _ ~ ~ 1 _ s n -.---S i 4 01 48 W ~N , t
47 13?,508 S.F. ? - ? ~ ~ ~ 67.99 0' ~ ~ 8X16 CLASS B ~f2
EIP 6.513 ACRES r f.L ~ i r- . ~ < l ~ 9 9 STONE APRON ~ , o ~ o L _ o~, ~ \ ~F~ n-. net n r 42,140 S.F. EPTH..~ ~ ~e n~rn n r N ..-C (]TriR'~ft"
NG ZONING v, ~ ~ ~ ~ T v~,yo~ a.r. IUN~ ~ .7~,cJtl ~.r. ~ 46.58' \ .rlhh,
~ ~ o RANDY G. MOORE ~ 3 ~ • SILT C
DB 928, PG 817 ~ ly ~ ~ ~5 C..s 930,557 S.F, 8'X12` CLASS "B" 2 a \ 48LF 24 RCP a , ~ . ~ : \ BENCHMARK S 08.44 56 E
N S ~ ~3, p, STONE APRON N 0' " I 1! \ DEPTH = 22 G~ 6 ~l' o \ w 2-FES ~ NAIL IN TREE / ? 6G \ _ 67.11 ~ ELEV. 1os7 23 i
~ 3~y ~ e a E q v ~ ~ ~ . 9 TONS ON ~ ll F F NF~k \ \ ~F RF
o ~S s~ N 8, ~ ti • . G 6l R \ _ \ ® ~ ~ " p 401955 S,F. = a ~ ~ • 0 24LF 1a RcP p ~ S 19 03 35 E ~ c~ , w 2-FES ~ - 31.82
~0' 9 o ~ ~ ,,6 \ \ ~ d~. 8
A C oa ~ _ 4 ~o,a ~ ~ ~ ~ ~ ~ ON AREA :6.52' 1 ~~A~~ 52,864 c<F. TEMPORARY 7 S.F. S 10'22'01" W \ ~ i 0 ~ ~
~ ~ ~ s~.a ~ li , 0 ~ 43 288 S.F. 1 1~ 27.0 1 • , R ~ ~ ~F ROCK DAM , SF C y \ \ 4\ ~ 80.11 ~o ~ - _ . \ \~p ~ G NEW DRIVEWAY ~ .M~
C' 20'X50 TEMPORARY I \J ~ - GRAVEL GONSTRUCTION is. i ~L 0 4~ , ~ SOILS STOCK 6O '~40 ~ a INV. 6. 90 / ALIGNMENT REMOVE EX. 1 CMP \~~s~~ i ~ ~ 1 N
E! ~ ~ EIV'TRANGE/EXtT ~ PILE AREA ~ REMOVE E 14.17 ~ & REGRAL 0~ ~ ,.2 G MATCH EX & REGRADE D CH T4 \ ,o~`~ ~ Jcv MATCH EXISTING ~ ~ ~ `o \ ~2
N , I t&a 0.64 a J C ~ 2p os~x J cONDmaN . _ qs I ~ CONDmONS ~ s ~ \ o ~ . , o ~ a ~ ~ ~ G{} ~ oN S 12'00 29 W
S ~ ~•a' 30" GURB ~ „ " ~ N . I ~t 30 CURB & GUTTER 56LF 24 p T 0, ~ 8U . ~ / t ~ 59.42
~s• c~ ' a c RCP W p ~ I _ R1 V • 2-FES T J E1 . _ 1 ..f 1 \ ~
0 ~ GUT-(N 8"X8 TEE ~ EP ~ ~ ?tS3 a 5. .2 J ~ x , 54,81 q~ ~ s O / ~ , 54,883 S,F. \ a r , , 1 S 09"4515 E f =
N ~ 3-8 GV ~ F 2-9fl BENDS 33 x14.9 14.2 x~ 14 2' rY ~ ~ra CONSTRUCTI{iN UM ~ x'14.9 ~ O A'9 ? , ! ~ _ , . OM 50 RIP 1'0~ J ! I 30 X P BUFFER - N 52.33 ' ,09 ROUW MA NG ~ ~ 1 I ~ ~ _ _ ~ ALES 1N BUFFE a t
P flLF 1 " cv x 4r J 5 6 STEEI. v goo x12'7 x14.3 ~ / 'IYP TYP. 4 PLACES I ~ 01 t } S 55 39 E ' ~ ~ ,
+ 'S CASING DRY BORE I I l GENTER ON NGS 1939 5.9 V ~A 208,830 S.F, ~1 F G f ~ ~i O 20 ~ ~ 60.82 ~ ~F e~ ~ I 'rn 7 24
~ 5' C 14.0 it ~ .9 1 ~ x13.2 • i x15.3 x16.4 LEANOUT stt FILL x13.2 t~~~;rn I I , a J I I I S 50'48 29 E 50,0 ,x ,s,: _ ~ 381 s40 S.F. ,
EXIST. DITCH t ~ I A I I 2x.28 D ~;~r. ~ _ /
~ ? sr ~ ~ 1 z.z ~ 1 ~ . REGRADE 430LF OF ~ EXISTING DITCH T4 I \ J I 400LF GRASSED LPGAS TANK ( ~ = a t~ X..,:. ~ NV. 3.88 S 2149 57 E NED SrvALE w i i x
~S S ~ , ~ ~s E B g PROVIDE POSmVE • xDRi41NAGE CLEANOUT & FILL 1 r f a-~ ,.......404 W D5 x r' , / JUTE NETT4NG ~ ~ , 3p~ i . 3.37a 73.18 ROLANKA BIO I~M}TS 911 EX. 12 i
11.7fl4 AGEAS ~ 4 5.1 C L C 3.6 s• 'Y ff3 .6 1 ~ 'Q x12.6 5:fi SIDE SLOP IST. DITCH 4'4' E I~) x13.1 x~ zs ? ®0.309 xt s.z fi 03 974 S.F. I1 D-70 IOyE (SHED x = a t ? ~ x S 34 2818 E
SA ~ ZD t5'~? ? i 1 " ~ ~ ...J J O 1 ~'t 11.4?cX ~ 14, xt s.4 ~QN 4 ~ SECTION Q' 35.40 / 6 r a
9 F ~ ~ ~s x14.4 ~te ,J x ~ 1 14.1 NSTRU v IO HVAC S 515318 E rv ~ / ~w 1 4s, ~ 40 S.F. , , a a ` 2 . J 8X16 C S B x ,m2 43.15'
29 x EI ~ a x x13,4 J _X. r~ I W~ ~ xi 5.1 ~ {r STONE APR oti .Mh DEPTH = 22 ~ VAC PADS M ,u
Ci O ~ U ° ~ FH o x15.2 V x15.2 . M!~ ~ t TEMPORARY 12 TONS ~ ~ ' f 60LF 24" 2-STORY a
1 y~ / ~ ` f ROCK DAM xt s,z Ci ~ CLEANOUT & ! ! ~ 49 43 31 W ! 'y RCP W VINYL SIDING ~ , J / i 4 DS 11. 9
O `~1.`. `11` . L 'w ~.w, EXIST. DCT x36.3 DCT G 2-FES GRASSED HOUSE J J 8 S 76`27 05 W i / a ~ D SWALE
~ ~ ~~N n'. ~ ~ EX. J IX. 18 GMP J NETTI - . , 36.65 c ~p R KA/~ , 9 Z ~ S fi5°31 `04a W
3 ' ~ 1Ofi,427 S.F. NV. 6.58 .1 -7fl / ~ = 3 a y „ 50 PAMLICO ~ / i ; l a S 77' 1213 W 89.19 1
v r 1 LF 24 R ~s~ > s5 2 .F: RNER IPARIAN / „ ~ 65.16 f f 42 RCP Wj BUFFER ~ / ,2~
~ t ~ wow ~ ~ RHO p ~ ~ ~ •34 f ~ 2-FES D D c/ ~2 f / 43,~4i ~F. SPR ER ~ , p~ 5
3 ~ / ~ ~ J , A ~A . , ©Q i 3 T ! 8.88 9 / / 0 ~ ~F ~ ~ f 3° TREE ~ ~ -~-tiA. 13 TREE , = a (jGK AM = a
~N N ....SEp ~..R0~4p ryO,Z ! ~ 1 LASS "8 ~ ` ~ ~ ! E ~Q S 66'43 08 W ~ RON 26 N°. /~R ~ y
3~ ~ ~ , w o 0,3g 4 ~ OH ~ ~ ~ ~ ~ ~ ~ s „ f ~ D 22" NS o ~ / ~ 95.37 JS zco / ~ 7 TO OM 0 ~ ~ g ~ bT i' ,G3,
W M ~ ~ ~ COMMON AREA ~ ~ . n, `~'.w` ``?o,` I N ~ . X 24.219 ACRES ~ ~ F I ~ TREE3 REE 125 GRASSE ~ Fj f F NED
t24 ! 9,~ , ..r m2 gJtu 3 p SPKN LOCATED AT , o ? ~0 0 T) CENTERLINE INTERSECTION o~v oar o UM 41 ~o p ~ ~0 S JUTE N N 50 PAML{CO ~ ~ ~6 g. ~0 4 R ~ 1~ ~l~l.~t, A ROlANKA 1 27 NER RIPARIAN
OF NCSR 1339 & ~ ry 0 ~ • ~ ``I 10.85 N ~ . i F o " ICU I TREE S ' S 8-70 BUFFER 30,125 S.
NCSR 1334 M UCTj ~'S 4 REM ` ub! ~ ~ INV. 10.89 REMOVE ~ a DER 3~ THE ExIST. S 2115 37 w P INV. 10.81 / ,
~ ~ ~S / EX. 18 RCP RU 1 INV. 10,00 ~ 1 HANGER / 54.39 ~ /
__n.__ s0 N / " D CLEANOUT & FILL ~ / B 28 / - aBa p L,,..i ~ .8.22 l / " .Mh 31,251 S. / S 2645 25 W
M t _ _ d bG tiF~ 1 PROPOSED MmGATION / ~ O " 1 AREA -WETLANDS EXIST. DITCH i ~ DEPTH 22 50 PAMtICO DISTRUBED .09 AC. 9 TONS i 22 NV. 8.09 B~ ~ 32.42 ~ ~ ~ E t t
_ _'P, _ ~ RIVER RIPARG4N AREA PROPROSED ` .43 BUFFER ~ ~ JS 6g• ~ xflN Q3 a " 1 S3' S 64 00 22 W i
.92 AC. • . y Q sr ~ . 12 ?p ~ ? P ~ 4' 16 69.76 29 , a t
0.79' ~ ry - .~.~u S 76'48 23 W 31,140 S.F. J~ • 7' a a ~ Jl.ti~ :1v~~, ~ , 30 S 53 2 34 W S 8644 09 W 48.47 I
J r EG ~ ~ v LEANOUT 8c FlLL 4 o BU , 1• / ?O ~R 36.65 EXI .DITCH / NF 1 64.48 e. ~ f 1
NO ZONING o. 1 .a ~ ~ ! . • RUBBER ~ r + / 4 3 1
JASPER NOI.AN N 7148 3o w c om DB 994, PG 349 60,18 ~1E4D T ~ 0 gE ~~N ,•.ry, ~ o~ WATER F~ZONTAGE
a - 0~ \ ` U ~NST E N,DE '~D lZGRpU MIETtAt4DS NO / . s.. / o ~ ~ ~ ~ 4N LQTS Q ~ ~o ~
U ~..1 9~wLVOA~Y 39 J 40 DS • . J vN / ~
h} ~ r. ~ 43,309 S.F, 27A o ~ ~ LoT 1 ~ / 7 91.65 LF v LOT 18 118.42 LF Q'
, ~ ~ W ~ ~3 ~a~ ~ LOT 19 107A4 LF LOT 20 96.40 LF f
r~ ~ rn,w J Wy 3-86 838 vv~~i q~ 31 L ~h LOT 21 122.06 LF 30,147 ~1~.l1„ ~Vl.~, S
2 ~1 V •331 ~ Mound ~a ~ a o REMOVE ST. LOT 22 107.48 LF O ~ c~ BARN p I:OT 23 192:69 LF
~ W Q, i b ~ 'PEER 1 ~QZ 4 B 2 8'X1 : C " " .Op ~ LOT 24 527.06 LF ry ~ LOT 25 122.66 LF
WIDTH VARIES ~ 3 Q' . z09s 0 LASS e , •-r STONE APRON ~ DEPTH = 22" ~ !h ~ ~ / LOT 26 90.00 LF / ~ k#~}
EXISTING GRADE ~i o ~ 9 TONS QAK y ; ~ LOT 27 90,00 LF 32 / ~ / LOT 28 90.00 LF
N DEPTH F• p* O 2 ~0 30 476 S.F. O / LOT 29 90.00 LF 2 O LOT 30 90.00 LF i i
VARIES LINE TABLE o• O 1. O 1. / ~ a `"`-S 37'5136 W ; LOT 31 90.01 LF
{SEE PLAN} 5:1 5:1 cr J 4SAA W J 68.66' LOT 32 100.66 LF LOT 33 107.45 LF i
LINE DISTANCE BEARING L-1 44.95' N 14'02'33" E tnaz~ 50 PAMLICO RIVER RIPAR LOT 34 115.29 LF Z +u 30 g . LOT 3
L-2 9 33.36 N i 9'3 'S0" E 2 2 BOTTOM W~~ BUFFER Z U~ O Q~ U ~ 33 U 5 238.74 LF zo ~ ~ Lo ~ ) T 36 119.30 LF
L-3 82.99' N 47'51'01" E 3 TYPICAL. SWAt.E dET~~ ~ 4 100 4 100 , a " Mound Mound o ~ 56LF 18 RCP ~.az , a 30,49s S.F. 2 , a LF 18 RCP --S 16'5124 w
L-4 53.79 N 08'07'23" E ~ ~0 12.00 w/ 2-FEs 25A zo ~e~ WJ 2-FES °N 95.82' a t
L-5 80.79' N 06'35'37" E L-6 953.21' " el ~ x KENNETH A ~44RE SHEET INDEX ~ ~ ~ ~ TEMP
N 04 05 22 E L-7 i 17.52' N 01'31'2?" E BIRD 12.1a DB 750, PG 319 PENS 34 ROC S 24' 12'27" W
_ _ " L-8 109.09 N 0(1+49 Oi W SHEET 1 OF 5 -COMPOSITE MAP & EROSION CONTROL PLAN 33,100 S. 34,84 SHEET 2 OF 5 -PLAN & PROFILE - CORDGRASS POINTE ROAD
L-9 107.25' N 02'51'47" W C'0 N 37 s9. lp~ SHEET 3 OF 5 -PLAN & PROFILE - FERNWOOD COURT S 04`54'53" E ~ SHEET 4 OF 5 -EROSION CONTROL & WATER SYSTEM DETAILS
L-10 106.69' N 05'08'02° W $ m 77,093 S, ~ j/ 4 _ ~ r~ _ 77,45 SHEET 5 OF 5 -SOILS, CONSTRUCTION LIMITS ~t LOT LAYOUT PLAN 0
L-i 1 123.62' " N 07'53 37 W GENERAL NOTES L-i2 113.82' N 09'51'18' W ~ 0 N 3, ~ SILT FENCE f. _ \ ~ o \ z ~ TYP N :NCE
L-13 112.95' " N 10 5150 W i . THIS MAP IS OF A SURVEY THAT CREATES A SUBDMSION OF LAND . { ) 35 ~ r , s = DISTURBED AREA ~ 22.399 ACRD Boa 5a © 100 200 300
L-14 95.41' N 11'i8'S6" W WITHIN A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT 46+895 S 30' FLOW, 4s,ss5 s.F. , a , ,~-S 07'01 45 w 30 FLOW , GRAPHIC 9GwLE: 1" g 100'
L-15 84.94' N i 1'05'27a W REGULATES PARCELS OF LAND. a 2. ALL AREAS CALCULATED BY COORDINATE GEOMETRY. p, PREADER c' PREADER 71.13 REVISED: 10/27/06 NCDENR COMMENTS CNS-DSS)
L-16 30.00 N 78'52 26 E . " 3. NO POINTS SET ALONG .BATH CREEK UNLESS OTHERWISE NOTED. om~ 36 yF „ ~M 4 REVISED: 10/05/O6 NCDOT COMMENTS C S S 3133 33 E 3 REVISED: 09 05 O6 WETLANDS SCB , / / ~
L-17 95.96 S 11 10 23 E 4. A PORTION OF PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA L-1$ 29.61' N 70°46'40" E AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. ~ ~.~7 s. a CONSTRUCnON NOTES ~ o. a 20.21 2 REVISED: 07 13 06 NCDOT COMMENTS DWL / 1 ~ ~ 1 REVISED: O6 19 06 BCWC COMMENTS J8
L-19 91.76' S 10'44'44" E ZONE AE, ELEV. 10.07{NGVD 1929, REF: fiRM 3720664200) & o~ . _ a~ / I } S 16'16'23a E ~ ,
L-20 85.06' S 11`05'27 E FIRM 3720664400), DATED MAY 15, 2003. 1. PAVED AREAS SHALL BE COMPACTED TO 95~ MAXIMUM DRY DENSITY EXCEPT FOR " F SUB WHICH S THE TOP 6 0 GRADE HAIL BE COMPACTED TO 100 MAXIMUM DRY ~ N 63.19 PARCEL 15-021479 ~ ~ ~
' ' 5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NO GRID L-21 95.29 S 11 18 56 E _ FACTORS HAVE BEEN APPLIED. ' DENSITY IN ACCORDANCE WITH AASHTO-T99. 2. AGGREGATE BASE COURSE SHAG BE TYPE ABC CONFORMING TO SECTION 524 PIN - - ~ 6644 80 8250 mo
L-22 1 i 2.18 S 10'Si'50" E ' a 6. ELECTRICAL SUPPLY TO BE PROVIDED BY T10ELJNES EMC. L-23 112.26 S 09 51 18 E OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. . N a SHEET 1 OF 1 PARCEL 15-021480 o S 39 08 28 E N WEl'LAND CROSSING PERMIT PIN 6644-91-0261 79.32
" 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. L-24 i21.i5 S 07'53 37 E 8. WATER SUPPLY TO BE PROVIDED BY BEAUFORT CO. WATER DISTRICT. 3. BITUMINOUS CONCRETE SURFACE COURSE SHALL BE TYPE !-2 CONFORMING TO EI SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. , a \ •
L-25 104.06' S 05'08'02 E 9. SEWAGE DISPOSAL TO BE PROVIDED BY INDIVIDUAL SEPTIC TANK SYSTEMS. ' " 4. GRADING SHALL BE IN ACCORDANCE WITH SECTION 226 ROADWAY EXCAVA110N S 715018 E ~ y • \ .s 12a ~ ~
L-26 146.06' S 02'59'47" E 10. NCDOT DRNEWAY PERMIT IS REQUIRED. OF THE NCDOT STANDARD SPECIFICATIONS DATED JANUARY 1, 1990. 5. REINFORCED CONCRETE PIPE SHALL CONFORM TO SECTION 310 "CONCRETE ~ ~ ` , »
t a i 1. EROSION CONTROL PLAN [S REQUIRED. L-27 105.72 S 00 47 46 E " 12. LOW DENSITY STORM WATER PERMIT IS REQUIRED. PIPE CULVERT" OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. ` S 28'35 51 E 54 P
L-28 114.95 S 0131 27 W ~ . a 13. MINIMUM LOT SETBACKS ARE AS FOLLOWS: L-29 148.76 C 134 fly 77 W r-R~?~ ear= 6, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING I ITII ITtI~P AAt11 [~LJAI 1 \IATI[V AI/~ AAIC l~Ai i IA 0AA G2~1 AAAn~ AT 1 ~A[+T 10 N - _ R1 i 70.85 Ss• ~ ~ SEC114NS 1 & 2 r,.. ~ lid ~~~r.,~
r Rvrv r = cQ L-30 76.22 S 68'13335" W SIDE = 10 VI[L111W iNVU KIALL IYVI[r] IY4 VIYG WALL SI OVV V.7L Y.`t'#.71 ml LL^Ql •r0 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES 4 300 AUTY REFERENCE: DEED BOOK 1517, PAGE 55 OF THE I 7
L-31 45.43' N 50'24'06" W SIDE STREET = 20' IN THE AREA MAY BE FLAGGED OR STAKED. ~ BEAUFORT COUNTY REGISTRY
L-32 37.04 N 4549'25" W REAR = 25' 7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR NOTE: NO WORK SHALL S 06'26'07" E a BATH TOWNSHIP BEAUFORT COUNTY NORTH CAROLINA
L-33 32.76' S 64'13'34" 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 55.73
L-34 83.35 S 50'24"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 OWNER DEVELOPER: BOG SMITH PAMLICO ASSOCIATES LLC --S z,T11'05" W t
! 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; NP 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 ~s N 7433ra2" w ~ RALEIGH, NC 27615
L-38 30.00 S 8700'48" 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 s. '
a win and ASSOCIATES DESIGNED: MWB APPROVED: MWB
ENGINEERING, LAND SURVEYING
AND PLANNING DRAWN: DWL DATE: 10/27/06 1015 CONFERENCE DRIVE
GREENVILLE NC, 27858 [phone] CHECKED: MWB SCALE: 1" = 100'
r t
FILE # 05-278 C&G FILE: 05-278 FBAMB 20031 Bridgewater North Comp REV WETLANDS is