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WASHINGTON NOTE ; SEAL SEAL
\ A z' ~ PAMUCO RIVER COMBINED SCALE F 4TOR 0.99987791 NOTES: U.S:G.S.M. "ENGIN RM 2" 'LIES ~~pa~+u+q,,
LEGEND N 33'ST48" W 987.66' FROM 1) THIS PROPERTY IS LOCATED IN ZONE AE AMD IS IN A CAR
PROPERTY LINE IS THE MEAN HIGH ALL DISTANCES ARE bORIZONTAL N.C.G.S.M. "BEACH 1933" SPECIAL FLOOD HAZARD AREA AS TAKEN FROM N.F.I:P. RATE ~.`~,0~,:~•FLSS!''~~/~`'
s2 GROUND MEASUREMENTS 1N FEET _ WATER LINE. (MEANDER LINE IS THE ~,.J~,~_~,, WASHINGTON PARK MA TH Ra'; BH _ BULKHEAD APPROXIMATE LOCATION OF THE MEAN AND DECI LS E EOF UNLESS EIP -EXISTING IRON PIPE ZBH1 `..~.~_/~„J~J~ N = 645,629.44 FT. (GRID) MAPS DATED MAY 15, 2003 COMMUNITY PANEI- NUMBER ; ~;Q~.o f,?' p E =.2,587,718.64 FT. (GRID) 3720568400 J (BASE FLOOD ELEVATION = 1d~• "
NOTED OTHERWISE. EPK =EXISTING PK NAIL HIGH WATER LINE.) ELEV. = 1:3' t (NAND 1988) 2) ALl WETLANDS AND WETLAND LINE5 SHOWN ARE ~ ~ psi'
B/L =BOUNDARY LINE L12t APPROXIMATE AND ARE SUBJECT TO THE DISCRETION AND ~'•,9~ ~p~' DETERMINAnON OF THE UNITED STATE ARMY CORPS OF • g
pgMUO ~ R/W =RIGHT-OF-WAY ZBH2 " o ROBERT LEO HUTCHINSON - ~ p ~ W R~~R and wife RUTH MARIE HUTCHINSON CENTERLINE Z N 531326 53'13'26" W ENGINEERS. ~ QTY
= J. 6 DB 780 PG 112 o NO POINT SET 2P1. X12 6 _„_„507.12' _ 507.12' ° ~ i+~'h+u+sa~``~~,
n ~ ° Z .I P
s>z s .SITE < ~ ~~s >,20 ~ `L~~ N.C.G.S.M.
_...e,,...e.. • • ,13 ,e....~ ,~,..,e... o P SOURCE OF TITLE ,..g•-••?• t.36i~(P ~ o
c ti ~ ~...e- ~ yooow~,y 94 ~~0 DB 1519; PG 643 ....~'"/~0'~:~5ti ~ ~ a~ ~ N EA644,810.259 STATE OF NORTH CAROLINA BEAUFORT COUNTY E = 2,588,270.424
..y . _ e X CHOC°WINITY eqY ~ PC G SL 71-4 & 70 5 9~••0~ O~ ELEV. = 3.3T (NGVD 1929) I, _ANTHONY J: HAMM ,CERTIFY THAT THIS PLAT WAS ~h ^°j DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
\ RW ~ o / EP .I ~ ~ MADE UNDER MY SUPERVISION; (DEED DESCRIPTION
K ~ ~i RECORDED IN BOOK PAGE THAT THE RATIO OF
i ' S REFERENCES ~ PRECISION AS CALCULATED IS 1:10,000+ THAT THIS PLAT Y~ NC L DBD 1519;T PGR 6413, LLC ~~tE L1NE PRACTICED WITNESS MY ORIGINAL S GNATURE~REGISTRATION
1 •h DB 321 PG 388 ~ R/W ~Q ' NOT TO SCALE sor DB 724 PG 812 PC G ; SLIDE NUMBER ANDS S 12TH Y OF OCTOBER .2007.
DB 1483 PG 240 ~.r 1 .a Y 70-4 & 70-5
MB 16 PG 5 ~S " ~3~
~ 1,9.e'' - 75
LINE TABLE WETLAND AREA Y NC LAND ~ ~,..s' Y1 TO Y2 PARTNERSHIP, LLC ~ .02' ~NOR1~6 a21"tGR14~
H BEARING DB 1519; PG 643 - ~~16 LINE LENGT
, PC ~.G,,, SLIDE ~,,,Iq. N L300 42.18 N90'04 00 W ro ~ ~ ~ 6A,5005
, 70-4 & 70-5 , L301 56.69 N3014 49 W .J~/~~ ~ f~l
L302 36.83 S73'48'30"W ~A- ,1~ , „ ~ EQ~ ~ o
L303 31.85 N29 03 34 W L304 14.25 N68'25'27"W ~ ~
„ ~ L305 10.45 S43'4319 W Elp EIP / ~ ~ 1 ~
L306 60.31 S56'S8'33"W CAROLINA TELEPHONE
" ti. No L307 11.15 S4T36 45 W AND TELEGRAPH (1 1.P~ , ~ Y3 ~f c .Q 3 1
' " DB 929 PG 668 EIP EIP y a R5~ 6k ~ s,,e:'' L308 23.65 S86 3216 W ~ E G 7i i " DB 911 PG 902 '9 ~ R~ 9'. Q 10ti ~ / 1
L309 49.72 6' ~ s PP 51 n. SL N70 2012 W p. Q 01 „G , G,5 / o r. L310 35.46 N65'04'S5"W A s 0 G ~ ~ ~ 1 1.~
> . G ~ ~1 Q O,h rn~ ,n i L311 61.40 N65'03 46 W ~ ~ 1 1 ~
~ ~ S N L312 62.62 N62'43'06 W '9 6' NC LAND PARTNERSHIP, LLC ~
, ~ " ~ N L313 88.92 N7013 53 W 'A 1Q DB 1519; PG 643 ~
' ,.yc J"~` ~ / 4 ~ P "G"• SLIDE L314 50.11 N62'3019 W ~ ~ 3I C L315 68.88 N72 02 31 W POND 20 'q
..•i•',, f~ ISJi ~ Q ~i . 3 / LINE LENGTH _ BEARING WE TO WF
L3i6 73.08 N78'13'46"W 45 ~ ~ ~ r • o ~ e L412 52.38 S29'46'02"W (ALONG EXISTING R/W)
~ _ " ~3 QK ~ L317 33.61 N80'Ol'25"W ft3 ~ d: ~ Wf5 S ~ L413 76.07 564'32'2$"W LINE LENGTH BEARING
L318 50.56 N$2'20'33"W 3 4" EIP ~ ~ ~ P / v 1 ~ iS)g ~ L414 57.71 S44'4T58"W L501 40.00 S33'34'20"E L415 99.25 N41'00'39"W L502 46.98 526'40'31"E
L319 45.56 N87'27'03"W POND ~ ~ M ~o 0 L556 ~G v N ~ L320 85.39 N79'30'55"W ~ Q-••• 1"'o L416 34.47. N81'40'54"W L503 46.91 S22'23'12"E
L321 71.91 N755617 W ~ ; eta 77A ~ W~ ~ 'r L417 29.48 S58'52'27"W L504 47.78 St6'52'25"E
46.26 „ ' ~ 1 EIP ,.e, ? ~ L322 N79 38 38 W NC LAND 1 . 1 „ L418 43.44 N50'50'46"W L505 47.57 S13'53'35"E
• PARTN HIP C (2) ~78A 3/4 EIP L323 58.45 N78 29 03 W N w ~ ERS ~ ~ 1 L419 22.55 S55'08'S6"W L506 48.19 S0T35'43"E L420 86.53 N65'06'S4"W L507 48.72 S06'S8'47"E
L324 42.44 N65'16'07'W N DB 1519; PG 643 ~ /4" EIP L421 .38.31 S32'25'23"W L508 47.80 S02'43'21"E
L325 30.63 "W it m ~ o PC G , SLIDE t N82 2018 a ~ ~ N 70-4 & 70-5 ,e,,,,b EIP L326 10.68 N66'34'31"W ~o. ~ • ~ ~ ;n rn ~ L422 125.14 N70'3T36"W L509 47.55 S01'25'S5"W
327 40.78 , 7"W ~ rn ~ N Q,2 N . L N66294 z,~ N EIP a rho L423 38.91 NO6'3T10"W L510 47.41 S06'38'04"W
L328 46.95 N74'10'46"W w T • EIP EIP EIP ~ Q~ ~ L424 81.68 N1T34'48"E L511 47.35 S11'18'33"W
" d z 'fib,,,.. ,,per' 3 ~ ~ ~ U ~ ~ L329 40.79 N6217 Ot W m 3 , z ~ o ~ y L425 61.54 N3T3T31"E L512 47.23 S16'44'24"W L426 18.88 N21'33'56"W L513 73.22 S20'24'37"W
L330 49.67 N73'02'54"W ~ ° Q ~ oo ~ ~ 3~w~ ~ ~ ~ . ~ ~ ~ ~ Q3Z~h "o a a Q o,~' N L427 112.80 S33'06'15"W L514 70.00 N69'33'54"W
L331 .25.66 N4312 42 W ~ ~ ~ N Z Z ca Z R • ~ . 4r~ Z~ UQ h V ~ Q:~V^ ~ pQZ Y3 TO Y4 Z w h Z o M • o o ~ n `o , • t~ n L428 27.86 N78'06'08"W L515 70.00 S20'26'06"W
L332 25.61 N21'4459E ~Qr ~Q ~~UQ~,~i .~V~h~ ; ~ ~ G~~ L429 108.88 S01'5T04"E L516 70.00 S69'33'54"E
L333 37.30 N51'02'25"E , ~ ~ o~ Q ~ ~o ~ ! Q a om ~ ~ ~ ~ L430 182.22 N80'49'2$"W L517 105.18 514'42'11"W
L334 53.65 N 52'1 T30"E 3 ~ ~ 2 ~ ~ ~ ~ ~ ~ °o ~ oc ¢ f O ~ „ z ^,o ~ aJ z~°'s~~ c~ e.°' o ~ n ~ ~ L431 57.14 S53'26'22"W L518 104.59 SO6'29'O5"W L432 51.34 S01'S2'10"W L519 105.90. S02'56'OS"E
L335 44.23 N83'08 39 E ~Qm = o ~ m ~ v ~ a Q ~f ~ N L433 113.22 512'52'09"E L520 98.90 Si5'5T56"E
L336 85.65 S76'44'36"E o o °o 0 4 a p U ~a ~ , 0 a ~c Q c L337 69.90 N89'S103 E w o o ~ L434 185.92 S15'24'47"W WF T'0 WG
a ~ O L338 37.94 N3T28 40 E y L435 45.69 S09'33'00"E L521 29.23 S08'48'11"W
Y4 TO YS ~ ~ L436 143.30 S35'16'12"W 1522 246.19 N61'06'37"W
L339 101.77 N13'09'17"W ~ PROPERTY LINE IS THE MEAN HIGH , WATER LINE.. (MEANDER LINE IS THE ~ L437 84.62 N84'54'40"W L523 13.41 N1T04'26"E ~ L438 187.30 N54'11'42°W L524 42.83 S71'39'24"E
L340 16.68 N23 49 45 E .APPROXIMATE LOCATION OF THE MEAN ~ ~ L341 28.26 N40 21 01 E HIGH WATER LIN£.) Z ~ L439 52.68 N86'49'19"W L525 20.80 S7T55'01"E
L342 4$.50 N64'35'13"E ~ L440 66.75 N0T13'22"W L526 20.54 S52'11'05"E
, L343 38.35 N36'23 56 E ~a7s L441 50.87 S19'31'44"W L527 26.01 S6T35'27"E f
YS TO YP NC LAND PARTNERSHIP, LLC r L442 36.52 N7T54'17"W L528 32.98 S73'46'S3"E ~ / L443 102.48 S2T53'22"W L529 35.98 S61'14'24"E
L344 55.78 N44'19'22"E~ t4so DB 1519; PG 643 WB TO WC L530 8.50 N61'14'S7"E
L345 65.31 N49'55'S2"E PC "G"• SLIDE L346 81.50 N43'06'47"E 70-4 & 70-5 ~ ~ L444 107.6;1 N23'13'21°W L531 54.40 N14'32'24"W
YP TO YJ ~ / { L445 33:3 N15'46'57"E L532 44.38 N0T46'02"W
, ~ W L347 21.46 N88'45 39 E / ~ ~ 1 L446 15.6; N80'31'37"E L533 70.91 N49'30'04"W
7 / L348 29.1 872'15 39 E 1 L447 22.5f; S38'34'S0"E L534 27.65 N56'43'35"W L448 37.21 S89'00'Oi"E L535 16.55 S75'26'15"W
L349 42.68 S73'24'41"E ~ , L350 38.90 S64'54 26 E V 1449 42.99 N05'56'31"E L536 188.78 N65'59'24"W
1351 61.45 S71'35'38"E ~ L450 108.06 N22'11'13"W L537 114.99 S12'13'37"W
„ ~ L352 71.21 S78'25 06 E ~ L451 94.18 S03'11'17"W L538 48.88 S50'23'38"W
YJ TO YA ~ " , „ N 5i 43 23 W t L452 28.57 N78'01'14"W L539 957.87 N6T55'20"W
L353 33.91 S02 2143 W ~ < ~~U° 4so to „ 260.73 WG A L453 51.56 S60'08'44°W L540 69.35 S05'5T31"E L454 47.63 S20'03'30"W L541 51.10 S15'38'22"E
L354 .67.96 S453415"E ° o /1 ` 1 L355 47.02 5150143E ~r r---••• L455 160.63. N55'10'54"W L542 89.14 S33'06'24"W
L356 85.34. S67 5019E WETLAND AREAS L456 109.95 N42'32'16"W L543 59.63 S25'45'37"W
L357 104.79 862'26'54"E ~ L457 61.82 N06'S8'18"W L544 74.28 554'43'24"E
" „ W L356 59.80 S58'30 41 E N 52'1513 ~g 1458 85.11 N40'O6'31"E L545 36.22 S14'46'46"E
L359 119.35 S58'03'27"E / 1 ,A YI 231.34 ~2.4~ AC f L459 42.47 N78'05'38°E L546 57.12 S63'55'40"E L460 47.86 N68'43'02"W L547 80.35 S72'54'34"E Np; DATE REVISfONS BY
L360 44.35 S47 2714E ~,,.r i• ~ / L361 55.06 ' S56'34'S2"E PROPERTY LINE IS THE MEAN HIGH WATER LINE J„~..--~•• L461 86.32 S48'O6'15"W L548 87.00 S85'S9'S9"E
TO Y1 OF CHOCOWINITY BAY. (MEANDER LINE IS THE ' YA APPROXIMATE LOCATION OF THE MEAN HIGH L462 134.53 N00'20'28"W L549 238.83 N26'13'S3"E
L362 55.31 S64 3105E ~ ~ j 0.06 AC f L463 107.87 N30'01'43"E L550 37.46 N31'55'01"E
J WATER LINE.) L363 34.76 S56'2T41"E " / ~,r. L464 8.18 N54'44'11"W L551 15.38 S63'39'01"E
L364 60.28 S53'04 43 E L465 53.52 535'15'49"W L552 308.14 S25'38'43"W
L365 40.31 S25'49'10"E , " L366 41.12 S13'41 38 W n L466 106.70 525'12'53"W L553 138.23 S68'04'S7"E ` T ' ~ 2.01 AC ~ L467 133.52 N14'49'48"W L554 52.79 S50'1T52"E
L367 61.27 803'28'21"W ~ BAY WC TO WD L555 177.53 N3T31'46"E GROUP P~A~
L368 49.93 S19'S1 33 W CN L468 91.55 N31'14'46"E L556 75.24 S5T43'21"E
L369 34.04 '20'17"E SD2 ~ L469 115.49 N64'00'05"E WG TO WH
L370 77.57 S08'04'28"W ~ L) ~•9Z AC f L470 75.45 N2T18'40"E ALONG EXISTING P/L ¦Engineering¦Architecture¦5urveying•Technol~gy v . L471 93.00 N66'02'5i"E L557 30.53 S3T55'03"W eoz 73D5, 324 S. Evons St, Qeenv7le, NC 27834 252-758-3746, 252-830-3954 (fax)
L472 70.48 S72'ST22"E L558 43.90 N71'18'50"W
LINE TABLE WETLAND AREA Z LINE TABLE WETLAND AREA X L473 41.12 S56'46'22"E L559 190.23 S32'34'16"W PRwECr nn.E
ZBH2 TO ZBB XA TO XB L474 35.06 S80'03'20"E L560 99.66 S5T25'44"E B E A U FO R T P OI N TE
LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING L475 15.45 N6T41'08"E L561 139.25 S46'12'27"E L476 7.64 N10'18'17"E L562 177.27 S55'43'28"E C` I I p D I ~ /I SI O N
L100 12.26 S40'55'41°W L114 77.57 N33'ST24"W L200 24.69. S20'56'10"W ZBB 70 ZAY L115 62.51 N09'12'56"W L201 19.03 ' S72'15'31"W L477 76.22. N70'24'44"W 1.563 163.06 S70'4T40"E J V D V
o L101 24.66 S09'23'24"E L116 27.05 N1T42'S8"E L202 34.48 N80'S6'49"W L478 44.26 N52'12'04"W L564 19.92 S65'S4'03"E C H O C O WI N I TY TOWNSHIP,
0 N L102 7.59 525'21'44"E ZAL TO ZBH1 XB T'0 XC L479 53.93 N11'57'41"E L565 13.02 N23'45'57"E
11 L103 32.59 S25'09'51 "E L117 47.79 N52'0T37"E L203 27.10 N03'04'24"E L480 28.75 N31'09'31"W L566 85.00 S66'14'03"E
ZAY TO ZAL t118 22.25 S72'S4'40"E L204 23.29 N15'29'45"E THIS CERTIFIES THAT THIS COPY OF THIS PLAT L481 9.58 S63'40'S2"W L567 159.97 S66'14'00"E BEAUFORT COUNTY NORTH CAROLINA L482 34.78 S12'53'07"E L568 31.73 N23'41'17"E ORAWNNG nAE
L104 23.62 S70'18'05"W L119 41.22 S45'14'26"E L205 12.54 N15'S1'12"E ACCURATELY DEPICTS THE BOUNDARY OF THE w U05 13.68 S81'48'27"W L120 4.80 N62'28'45"E XC TO XA ~1RISDICTION OF SECTION 404 OF THE CLEAN WATER L483 23.75 S19'04'31"W WH TO WA
L106 51.12 "W ZBH1 TO ZBH2 L206 20.81 S81'32'36"E ACT AS DETERMINED BY THE UNDERSIGNED ON THIS ~ N63 09 54 „ DATE. UNLESS THERE IS A CHANGE IN THE LAW OR L484 60.58 N85'08'22"W L569 42.28 S86'56'30"E WET~AN~S
cn L107 56.80 N53 2127 W (ALONG EXISTING BH-B/L) L207 45.71 S39 53 42 E OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF L485 25.79 N13'02'19"W L570 70.45 S81'23'08"E
v L108 56.14. N54'33'56"W L121 52.97 S46'04'17"E SECTION 404 JURISDICTION MAY BE RELIED UPON FORA u UNE TABLE WETLAND AREA W L486 11.95 S75'ST03"W L571 35.96 S10'08'25"E
a L109 186.55 N53'35'41"W L122 111.80 S59'33'S9"E PERIOD NOT TO EXCEED F{VE YEARS FROM i1iIS DATE. WA L110 51.56 N45'31'00"W L123 107.82 S41'1T01"E LINE TABLE OF THIS DETERMINATION'WAS MADE UTILIZING THE 1987 LINE WA TO WB (ALONG EXISTING B/L) L487 14.54 N36'08'44"W L572 21.03 S36'41'52"E J~~ ~ 21~~$ LINE LENGTH BEARING L488 19.43 N44'25'44"W L573 62.60 S80'19'11"E
~ L111 44.75 N45'55'14"W L124 127.09 S18'48'29"E TIE LINES TO WETLAND CORPS OF ENGINEERS WETLANDS DEUNEA110N MANUAL. L400 L400 109.05 S42'34'35"W L489 12.56 N74'10'05"W L574 41.01 N83'44'25"E DENR•WATERQUAi:"'°
° L112 68,19. N39'38'35"W L125 132.98 S40'42'01"E LINE LENGTH BEARING L401 0 L401 221.99 N81'01'32"W L490 28.70 528'22'18"E 1575 34.26. N8T1T41"E It~'EIAhlDS~'iDStORhAkATERL~:
N L113 52.50. N40'1T16"W L126 82.07 S66'40'32"E T1 138.86 N02'19'36"W L402 L402 59.91 S60'34'28"W L491 49.53 S20'25'S7"E L576 118.74 S3T19'02"E SCALE DEPARIMEN7
T2 30.00 N6T40'42"W L403 T3 30.99 S39'S5'53°W NAME L404 L403 62.80 S1T0T08"W L492 76.06 S68'34'94"W L577 ..,69.25 S61'48'36"E 1"=200 SURVEY L404 59.51 S33'02'12"W L493 67.63 N63'58'39"W L578 45.08 S50'10'04"E DRAWN BY DATE STARTED SHEET Na..
T4 77.68 S3T55'03"W L405 L405 55.40 $89'05'29"W L494 65.62 $33'53'41"E L579 ` 32.62 $64'44'49"E___ Cn>: , nr ,
TITLE L405 L405 57.05 N31*11'24"E L495 51.63 S0543'02"W L580 43.14 S21'35'07"E yr I
L407 0 L407 43.16 N26'03'09"E L496 57.66 S80'52'35"W L581 34.49 S61'23'18"E CHECKED DRAWING NO.
DATE L408 L409 L408 38.27 N04'07'53"W L497 48.00 N55'53'48"W L582 107.77 S71'44'29"E L409 30.41 N41 *21'04!'W L498 174.17 S47'00'01 "W L583 21877 S55'17'53"E APPROVED
L410 0 L410 50.69 N75'08'51"W L499 191.46 N51 *00'20"W ` L584 53.05 S54'18'27"E
0 L411 L411 56.05 N04'26'01"W L500 127.30 N89-17',31 -W L585 60.05 S21*52'27"W PROJECT NO.
Sul
0 0 .20050319
N THIS DRAVANG IS THE PROPERTY OF THE EAST GROUP,F Y OF THE EAST GROUP. P.A. ANY USE. REUSE. REPRODUCTION. DISPLAY OR SALE OF THIS ORANING WHOUT YNRITTEN CONSENT OF THE EAST GROUP. P.A. IS S RI07LY PROHIBITED. (C COPYRIGHT. THE EAST GROUP. PA 2000)

12 11 10 9 8 7 6 5 4 3 2 t
sEnL sEAL _ ,,,,`~y1fCAv~~~I,,
SPAN
• ~~pF ~9
15'-0" 15'-0" QEST~ CRITERIA. 'r ~ w
SLOPE Y /FT. SIDE Y /F'r. ~ • • ~
M M ~ 7348 = 1. THIS BRIDGE DESTgV IS fOR A SOLID SAWN, tONg1UDlNAL STRINGER /TRANSVERSE DECK UMBER MIDGE ISTRUCTED
3 x 8 PLANK DECKING, IYP, I 3 x 8 TI~AIED LAGgNG OF SOUTHERN PINE ~,F~ ~t
AS REQ'D., T'YP. 2 UNLESS OTHERWISE NOTED THIS DE~gV COMPLIES WITH 'THE STANDARD SPEgFlCAIIONS FOR HIGHWAY BRItl~S (15Ut '~.q~y.:G1N~~r'~~~`~
4 3 3 ~ EDITION, 1992)', I~iBUSNED BY 'THE AMERICAN ASSOCIATION OF STATE HIgiWAY AND TRANSPORTATION OFfTpAIS' ~~'OiI~S
S2.1 S1.1 S2.1 a O ~ (AASHTO). DESIGN TRUCK IOAQING IS AASHTO HS20-44, (12K MAX. SINGLE AXLE LOAD, 32K MAX. TANDEM AXLE LOAD). 11~3aI•°~ RAIL DETAILS DO NOT COMPLY WITH AASHIO STAl1C CRITERIA. RAIL DESIGrI 1S BASED UPON 4,000 Ib MAX. LATERAL REFERENCE DRAWINGS
~ I LOAD AT RAIL POST.
O - - -
1 - - - _
I o S2.1 I iV GENERAL STRUCTURAL N41ES:
L
J t. ORAL NOTES
OD O 1.1. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE _
i ~ p m CONTRACTOR SHALL TAKE AU. NECESSARY PRECAUTIONS TO MAINTNN AND INSURE THE INTEgtITY OF 1HE STRUCTURE AT ALL STAGES OF CONSTRUCTION.
~ ~ a .'d O I in 3 U O ~ a 1.2. THE CONTRACTOR SHALL COORDINATE THESE DRAWINGS WI1H DRAWINGS FROM OTHER TRADES AS APPLICABLE.
N 6 ~ O 1.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH EFFECT NEW CONSTRUCTION Bff018: FABRICA191G ANY
~ O a COMPONENTS.
~ o - - - - - ~ ® 2 I WWa ~ J r 1.4. SEE CIVIL DRAWINGS FOR gtIDGE LOCAl10N ON SITE, SITE TOPOGRAPHIC 1NF0, ETC.
{p ~ Z V w S1.1 _ 2 CONNECTORS AS1E
~ a a 52.1 c I 21. All METAL CONNECTORS SHALL ~ HOT DIP GALVANIZED. INSTALL All ANCHORS PER Tlff MANUFACTURER'S K
~ ~ co I 4 I TYP. RECOMMENDAliONS.
o x S1.1 v 22. ALL NAILED CONNEC110PIS SHALL BE IN ACCORDANCE WITH 'NORTH CAROLINA STATE BUILDING (X)DE TABLE 2304.9.1,
tD - FASTENING SCHEDULE', UNLESS OTHERWISE NOTED.
$ - - - - - 1 - - - - - - - - - TYP. _ 23. FRAMING CONNECIK~IS THAT ARE 80LTED OR S~EYVED, giAlt. BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION ~ 'THE NATIONAL DESIGN SPECIFlCATION FOR WOOD',
52.1 1 0 24. FRAMING CONNECTIONS THAT ARE 80L1ED OR SCREWED, SHAH ~ INSTALLED IN ACCORDANCE WITH THE LATEST
52.1 N EDITION OF 'THE NATIONAL DESIGN SPEgFlCATION FOR WOQD'.
2.5. STEEL PLATES AND SHADS MALL COMPLY WITH THE REQUIREMENTS ~ 'ASTM A326'.
G ..r' 28. BOLTS AND LAG SCREWS SHALL COMPLY WITH THE REQUIREMENTS OF 'ANSI/ASME' STAI~ARD '818.21-1981', GRADE
~ 1 = 2
4 1 d I ~ 52.1 27. STEEL WASHERS SHALL ~ PROVIDED UNDER BOLT ANp LAG SCREW HEADS AND NUTS THAT ARE IN CONTACT WITH J WOOD. WASHERS MAY BE OMITTED UNDER HEADS OF SPECIAL UMBER BOLTS, OR DOMED-HEAD BOLTS WHEN THE
I I 3 x S TREATED LAGgNG TYP. SIT - (2) 8 ~ PLIES SIZE AND STRENGTH OF THE HEAD iS SUFFlCENT TO DEVELOP CONNECTION STRENGTH WITHOUT CRUSHING WOOD.
w 8 z 16 qR ER TYP. - fix 6 TREATED RAIL 6 x 8 TREATED AS ~Qb., TYP. / D, 28. ALL STEEL CONNECTIONS AND. FASTENERS SHALL BE GALVANIZED IN ACCORDANCE WITH 'AASHTO M111' OR 'AASHTO
POST A $'-0" MAX, CURB, 1YP. SEE 3/S1.1 I i 8 ~ TREATED PI T1P. -SPACE TYP. ~ M232'.
I ~ A - t)F a a _ T 5 D` O.C., MAX. ANGLE
6J~ 9 -5N~" 10 -0 9 ~ WINGWALL CAN BE 3. BRIDGE LUMBER 3.t. SAWN tUMBER SNAIL COMPLY WITH THE REQUIR~IIS OF 'AASHTO f~168'.
MODIFlED AS NEEDED 3.2 UNLESS OTHERWISE NOTED, Ail WOOD SHAH BE tX1T, DRILLED, AND ;FABRICATED AND IMMEDIATELY FELD TREATED
30'-0" WITH WOOD PRESERVATIVE IN ACCORDANT WITH "AWRA' STANDARD `M4".
BRIDGE FRAMING PLAN NOTES: 3.3. PLANK DECKNVG WALL BE VISUALLY GRADED Na 1 DENSE, No. 2, OR !BETTER SOUTHERN PINE DIMENSION LUMBER OR
TIMBERS
H 1. SEE THIS SHAT FOR DESTgJ CRITERIA do GENERAL STRUCTURAL .NOTES. 3.4. PLANK DECK9G IS ROUgi SAWN GREEN, {UNSEASONED) 3` IN NOMINAL THICKNESS. H 3.5. PLANK DECKING SHAH NOT BE LESS THAN 2TlfB ACTUAL THI(~(NESS AND 7~' IN ACTUAL WIDTH...
2. PLANK DECKING do RAILING IS NOT SHOWN FUR CLARITY. 3.6. Tip MAXIMUM THICKNESS OF PLANK DECKd~G SHALL. BE NO GREATER 1HAN X~' LARGER THAN ITS N~IINAL
114" =1'-0" ABeREwA KEY: THIq(NESS THE MAXIMUM WIDTH ALONG THE LENGTH OF PLANK DECKING SNAIL NOT IXC® Sts'
3.7. LUMBER FOR STRINGERS SHALL VISUALLY GRADED No. 2, SOUTHERN "PINE TIMBERS
U.O.N. UNLESS OTHERWISE NOTED 3.8. STRINGERS SHALL ~ ROUGH SAWN (tRVSEASONED) WITH A MMI~IUM SIZE OF LESS THAN NOMINAL DIMENSIONS
PAVEMENT " SLOPE Y /FT. SLOPE ~/FT. 15'-4" 3.9. VARIAl10N IN DEPTH BETWEEN STRINGERS SHAH NOT IXC® SO AS TO PROVIDE A FLAT SURFACE ACROSS THE
SPAN WIDTH OF 1HE ~i1DGE TO ENSURE PLANK DECKING HAS FlRM CONTACT WITH ALL STRINGERS. 3.10. CURBS AND BLOCKS SHALL VISUALLY, GRADED Na 2, OR BETTER SOUTHERN PINE ROUGH SAWN 11M~RS
1 2 4 5 ~ 4 TYP. • WITH A MINIMUM SIZE OF LESS THAN NOMINAL
TYP. TYP. TYP. TYP. 14 -0 DPP. HAND S2.1 S2.1 I 52.1 I 52.1 S2.1 HAND 3.11. RAX. POSTS SHAH VISUALLY GRADED Na 2, OR BETTER, NOMINAL 6" X 6", SUI~A(~D All SIDES (S4S~ WITH A
G MIN~IUM DRESSED SIZE OF 51~" X 5~". G
3 x 8 TREATED TREATED WOOD PLANK DEf~(ING, TYP. RAIL do CURB, ~ 3.12. ALL SAWN LUMBER SHAH BE TREATED iN ACCORDANCE WI1H 1HE REQUIREMENTS OF 'AWPA' STANDARD 'C14' WITH
I TYP. ONE OF THE F~1.01MNG PRESERVATIVES:
s - CHROMAIED COPPER ARESENATE (CCA)
TvP. s2.1 - PENTACHLOROPHENOL CONFtIR#11NG TO 'AWPA' STAI~ARD 'P8' IN HYDROCARBON SOLVENT, TYPE 'A', CONFORMING TO 'AWPA' STANDARD 'P9'
. - ALL RAIL MEMBERS SHALL BE TREATED WITH ALKALINE COPPER QUANTERNARY (ACQ) "
I ~ I I ~ I l I 3.13. TREATED MATERIAL SHALL BE fREE OF IXCfSS PRESERVATIVE ON THE Wr>4D SURFA(X;. THE TREATING PRO(~SS fOR
= I~ - f THESE PRESERVATIVES SHALL INtXUDE AN EXPANSION BA1H, STEAMING AND/OR DRIPP9IG TO ENSURE THAT
~ f - I ~ ' i _ i - ~ " PRESERVATIVE WILL NOT ~.EID.
•I I I f= ~ I F fix 16 STRINGER, TYP. 8 x 1fi gRDER, TYP. 3.14 TREATED WOOD SEIAII. ~ C~SPECTED AND CERtTFlED IN AC(X>RDANCE WITH 'AWPA' STANDARD 'M2'. F
I I 3.15. STEEL PLATES AND SHAH SHAPES SHALL COMPLY WITH 1HE T~QUIREMENTS OF 'ASTM A36'. 3.16. ALL WO00 AND METAL COMPONENTS SHAH BE HANDLED AND STORED CAREFULLY SO AS NOT TO DAMAGE THE
I I MATERIAL IF DAMAGE DOES OCCUR, WO(X) SHAU. ~ FIELD TREATED IN ACCORDANCE MATH 'AWPA' STANDARD 'M4'.
i WATER LEVEL I 3.17. WHEN FIELD FA~iICAl10N OF WOOD IS REQUIRED, MODIFlED SURFAt~S SHAIt BE IMMEDIATELY FELD TREATED WITH
BED LEVEL. 5 I I TYP. WOOD PRESERVATIVE IN ACCORDANCE WITH 'AWPA' STANDARD 'M".
r ' I ~ = S1:1 8"~ TREATED 3) 4.
I - - ~ ~ I~il~l II , I I I ~ I fI~ I f~=III=1 I ~ 3 x 8 X' WOOD P TYP. _ _ ~ ~l~ f 1 I K..E, 4 t. ALL PLIES SHAH ~ TREATED SOUTHERN -PINE: AND SHALL MEET THE REQUII~IENTS OF AS1M ASTM D25.
I I~ I ~I 1 ( ~ 6 x 16 STRINGER, r- gtAgNG 0 EA. - I~ ~II1~I~ 4 2 DO NOT NOTCH PILES MORE THAN 50X OF (BOSS-SECTIONAL AIWA, UNLESS OTHERWISE NOTED.
I - f I ~ I TYP. -SEE PLAN ~ ~iT, TYP. I I I~ I ~ r FOR SPAgNG 4.3. DO NOT SPLICE gRDERS ~ STRINGERS BETWEEN SLH~PORTS.
I I 44 ALL PILES SHALL HAVE A MIN. liP DIAMETER,OF 8`. PILES SHAH ~ DRIVEN TO A MINIIAIM TIP ELEVATION OF
8 x 16 gRDER E a , I I 2 -2 10'-0" 2 -Y 35'-4" ITIDAYY EXISTING GRADE. E
I I 4.5. PILE DESIGN IS BASED UPON THE FOLLOWING CAPACITIES: AXIAL COMPRESSIVE CAPAgTY 17 TONS
fi` 14'-4" 6" UPLIFT CAPACITY 6 TONS
LATERAL CAPACTY 4 TONS
a # OMIT BRAgNG IF THIS flIMENSTON IS 3'-0" OR LESS. d 4.6. IT IS RECOMMENDED THAT A GEOTECHNICAL ~IVES1IGAlION Bf PERFORMED TO IA:RRIFY 11~ REQUXtED PILE EMBEDMENT
8`f W0~ PI TYP. ~ ~ AND CAPAg11ES ~IiIBED ABOVE o
c a,
c Rte' DATE RENSIONS BY ND.
3 2 W
a p n. 114" =1'-0" ,1 114" =1'-0" D
S1.1 1~ ~ ~ 1~ 8 x 1fi TREATED
o gRDER -SEE PLAN
Struchuxl Engineering Solutions
~ '
102 Regeney Blvd.
f I I Buitc Al Phone :[phone]
~ I - - a ~ Greenville, NC 27834 Fag : 252-355-2179
C1 I M a o TYP. ao
c ~ - _ - N C - - C aROJECr 11TLE
~ i iV 1
c PLATE, TYP. BEAUFORT POINTE
N = , I , 8 x 16 gRDER, IYP.
o ~ r Y f - 4 TYP. I \ , I 3 x 8 BRACE, TYP. VEHICULAR BRIDGE
M I I a I ~ ~
_ _ 10 GALV 1HRU-BOLTS, I ~ I
I {GALY.) THRU-BOLT I \ Chocowinit NC
~ = OVERSIt1: HOLES IN y~ DRAVSNC WILE
~ ~ PLATE SADDLE w/ WASHER do HEX NUT, CONNECTION PLATE ~ I
~ ASSEMBLY SHAH BE ~ ~ B NOTCH PILE 10 ' I 8 O 1REAIED PILE I HOT-DIPPED GALVANHNZED. B
APPROX. 12`~ ~ PROVIDE FLAT 8 ~ TREATED PILE, TSP.
o ( O SURFACE 10 MOINVT BUTT END), TYP. ~ PLA TYP. ` TE, , FRAMING PLAN & DETAILS "
o+ EQ. E0. i
'i
m -PILE - PILE JE GIBER _ ~ PILE SCALE DEPARTMENT
0 AS N01ED STRUCTURAL
a 1: DRAWN BY DATE SHEET ND.
w , OD ~1~~~~~"~~ MBM 11/21/07
1R\ - -
uu JUL 1 ~O~U A UILIAw OT DRAWING NO.
a CONNECTION BENT s CONNECTION BENT MSR
S ApIWAtFRgRtNCH APPROVED BY
S1.1 1112'=I-0" S1.1 1112"=1'-0° MSR
F CD 12 11 10 9 8 7 6 5 I PROJECT NO. Simi
'IMMW CF MIA EMt;Q1FMMM P.A. ANY UW- MM IrEPRCD MON. C1 "Y M ME W IM MUSM "Mff %WIM =Mff W %-A MOM MOM P.A M SMC-MY PRCF®M. CWVJUM , wpA swww . P.A m 2007364
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12 11 10 9 8 7 6 5 4 3 2 1
sEal sEA1.
~ ~ ~ ya C A R O ~ ~ ~ ~
3" 3" ~ CFESS49
Q~ 9 Z '
EQ. EQ. PIArN( DECKING NOT ~ SHOWN FOR CLARITY. S
M PLANK DECKING ~ v l M 7348
i CLADaN6 NOT SHOWN W s,~ CONT.IREATED ,',.SINE ~~,c~
FOR CLARITY. l 4 x 10 RAILR~G (S4S) 8' WIDTH OF TRAFFIC PATH ,9, ~ N «""E 0.
W 0 I W p~rrrS ~Ai i ~a`,,
i I ,
I W I 0 I ~ 6 z 16 TREATED REFERENCE DRAWINGS
i ~ STRINGER -SEE PLAN
W ' 6 x 16 TREATED 8 x 16 TREATED W DOLE-HEAD BOLT w/
STRINGER -SEE PLAN GIRDE(t -SEE PLAN 1W0 (2) PLATE WASHERS Y" x 4' x 0'-4' (SEE 9/SZt)
SQUARE BAR, TYP., TWISTED L 3 x 8 TREATED LAGGING, TYP. SQUAt~ BAR, iYP., TWISIID " '0 6 x i6 STRINGER -SEE PLAN L
' TwD (2) TURNS PER Fool - Two (2) TURNS PER Foor - N 1 N
PREBORE LEAD HOLE lE PREBORE ~"d LEAD HOLE do ~ WIDTH PLANK DECKING - MO BUTT
tX)UNTERBORE ~"4 x 0'-10" H01E COUNTERBORE ~ f x 0'-]0' H(kE N~ JOINTS SHALL BE Pf]tMITTED
PAVING -SEE {EVIL DWGS. CONT. 3 x 8 TREATED CONT. 3 x 8 TREATED " _ , = c UNllt FIFTH STRINGER IS NV 14 DOME-HEAD BOLT w/ ~ FROM EDt~ OF ~iDGE
PLANK DECKING PLANK DECKING ~)W, TYP. (Y)W, TYP. ~~D TWO (2) PLATE WASHERS
CONT. 3 x 8 TREATED PLANK DECKING x 4' x O'-4' (SEE 10/S21} ~
l l ii u i ~ I i l l l - 6 x 6 TREATED RAIL POST
iI i ii n 10d THREADED-HARDENED 0 8'-0" O.C., 1JAX. (S4S) K
K STEEL NNLS, TYP. I_= ~ 1=1 ~ ~ ! i l l s z CINiB
I I=I I I ~ 1 l l n u (SEE NOTE ~3) - ~
~1~II~I~I ? .1.1.11 _ _ I~ i I 11 11 ~ tWri
-I I~=I 1 I~ I ~I li II W V x D'-5" ~ I I-1(I= i a .usu. a Q ~ ~
- I O Ill! m • • • • • • ~jj LONG GALV, lAG 6 x 16 TREATED 6 x 16 TREATED 6 x 16 TREATED STRINGER " . • • . • • ~ ~'0 x 8' L(~{G LAG SCREWS
SCREWS 014 _ I I=L~ GER -SEE PLAN . S1RIN(~R -SEE PLAN STRIN BEYOND -'SEE -PLAN. ~ w/ OGEE WASHERS -
SEE POST STRETCHER ATTACHMENT 9" PRf-BORE ~~t"~ LEAD HOLE,
.II W N ' 8 x i6 TREATED ANGLE DETAil,11/S21 -ATTACH COUNTER-BORE t7{6 ~ x fit"
I I N 3 x 8 TREATED ~1 I aRDER -SEE PLAN w/ BOLTS & PtAIE WASHER Y' 3'-Y 4 x 6 POST STRETCHER -
~ I - 1 8 x is TREATED LAGGING TYP, 1- ~ ~ 1 I -SEE PLAN . x 4' x 0'-4" (9/S2.1) ON POST END ATTACH TO THREE (3) ~
TI~ATED WOW BLOCKING ~ _ _ ~ - N2~ PLAN DIM. (END OF PLANK DECKING) STRINGERS AS SHOWN
1. ALL PLANKS SHAH BE 8"~ TREATED PI TYP. AS REQb. FOR LAGGNG 3 u~ I NKS ~IAII BE
- ATTACHMENT " . CONTMIUOIiS OVER FIVE I 8 d TREATED PILE, TYP. i a ~ STRIN(~RS, MIN. OUS OVER FIVE (5) tS, MIN.
=II n} i = _ _ r S1.~ 2. ALL PLANKS SHALL BE d NK5 SHALL BE EDGE
-I ~ - I I ~ SAWN. ~ ~ 1 I I' S1RIN(~R TO PILE CONNECTION i I I , ,
I I IS NOT SHOWN FOR CLARITY. i 3. USE ~f 6 0 LAG SCREWS 0 LAG SCREWS
SEE 4/S1.1 FOR ADINiIONAL (COUNTERSINK HEADS) A RSINK HEADS) AT
INFORMATION. 3 BUTT JOINT, TYP. CONTRACTORS ~TION. :TORS OP110N.
~ 6 x 16 Tfs1:ATED
H STRIN(~R -SEE PLAN 'PLAN SECTION THRU CURB & H
2 3 1 ~ GUARDRAIL DECK EDGE
' " 3l4" =1'-0" 314" =1'-0"
314 1.0 52.1 52,1 2.1
0 W
G li G
W APPLY COMMERgAI
ROOFING CEMENT SEALER
TO TOP OF POST, IYP.
CONT. 6 x 8 l - F TREATED CURB F
6x8x36 7 ~Q~.
1REATED SCIB'PER SEE SECTION 4 1 FOR N S2.1 /52. _ _ . _ . _ _ _ ..BLOCK COMPONENTS NOT SHOWN.
r l 1 - -
t0 II 11 IJJ ! - - I ~I I 19 I~ I i
i l •
m i i I CURB SPLICE PLATE ~ I i i l i " CURB SPLICE
ALTERNATE POSTS - CENTER ON CURB
E - - - 6 x 8x36 E
• l• CONT. 6 x 8 l 4" TREATED CURB TREATED SCUPPER
1 i BLOCK, TYP.
~ aMENSTON
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