20071876 Ver 1_Site Plan_20071130

/ ~ CONSERVATION NOTES:
i. THERE ARE JURlSD1CTIONAL WETLAND CONSFRVATlON AREAS. ANY MAINTFN RCSULTING IN WCTLAND IMPACTS MUS FROM THE US ARMY CORPS OF ENGI OF WORK. ELANDS LOCATED OUTSIDE OF
~ I ~ ~P ~ ~ ~ IINTFFNANC; F TO FASFFMFNTS
i .r MUST RECEIVE AUTHORIZATION ENGINEERS PRIOR TO INITIATION
~ ~ o~~
~ ~ ~ /
2. ACCESS TO LOT 24 WILL CONSIST O RFC~UIRINC WFTI ANn IMPACTS. 'I ST OF AN ELEVATED BRIDGE NOT
r ~ ~ f ~
~ ~ ST ~v~T ~
~ 51 ~ 50 ~vNTp z 0 PRES 3. THE CONSERVED WETLANDS ARE: TWICK LANE .
l / CONSCRVATION ARCH "A" 1.59 AC.
f~ r~i / NSF / N~, ~ ~ CONSERV,4T10N AREA "B" 0.34 AC.
~ ^ ~ C ONSFRVATlON AREA "C " 0.19 AC:.
~ D ~ JOHN ~ ANDREW KE CONROY / REKES p ~ j CONSERVATION AREA "D" 0.02 AC.
_ _ 62 1 I' - ° ~ ~ DB 2829, PG 6 / De 3730, PG 394 ~F 49R ~ ~Q- ,~o~ ~ ~ m KENNETH Cpyy~N ~ ~ ~ ~ ~ j ~ CONSERVATION AREA "E" 0.09 AC.
O ~ a~ ~ ~ pp ~ ~ C ONSFRVATlON AREA "F" 1.73 AC:. 0.91 AC.
DB1614,PG1782 ~ ~ -~'D~ t~ ~ oo ap ~ ~ ~ I ~ , CUNStKVAt IUN AKtA ;~G;~ ~ ~Z N trn- z N Z ~ f CONSERV,4TION AREA H 0.52 AC.
~ ~ O '"r • E gg.80• N X5'05' ' E 258.10' I ~ FR N 50'10 56 ~ w Fp v,. ~ ~ W w ~ / ~ 21 ~ ~~`z I ~ ~ ~ EV. MANCHESTER t ~ ,i, w w w w / ! DB 2822, PG 234 I 5.39 AC RES
~ ~ ~ ~ 2 ~ ~ 'v ~ ~ ~ ~ TOTAL
EXISTING WETLANDS
~ ~ N/F 6.2.5 ACHLS 4
y ~.~.~r E i ~ 16R JOENS
~ ~ e3~..~e~ ~ ~ D8 4 JURI SDI C I IONAL WL I LANDS
1 ~ ~ I v, ~ ~ y ~ `1' v. ,i, W ~ ~"ONS~RVA?fi~ON~. ~ w w F 912, PG 1444 ' q Fop / (NOT UNDER CONSERVATION)
Z ~ COMMON ~ ~ w ~ ``ARE~t A w w • ~ ~ AREA ~ 1.59' ACb~ES ~ ~ ~ _ L~~~~ ~ fip 0.84 ACRES
v ,J, ~ / f ~
w
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~ ~ ~ W ~ ~ ~ i ~ ~ _ _ - ~ - ~ , w W W w
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~ ~ " / ~i ! ~ ~
~ i~,la 24R ~ ` ~ W ~ON3ERV~?TI01~ AREA" H W
CONSERVATION / I ~ W 052 ~,CRES ~ ~ ` ` ~ W W ~ ~ ~ ~ W y
• - ~ AREA D ~
~ 0.02 ACRES
~i 7 ~ ~ W ~ ~ ~ ~ ~ W w D
J / 1 • ~(a ~ W W ~
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~ ~ ~ ~ ~ w ~ ~ 1J r
M,B. 39 PG, 153 ~ y ~ ~ w
~ l i ~ i I ~ s -ter, , ~ ~ y ~ w
~ ~ CONSERV~?TION I ~ COAISEFZyATION~"ARE°'A Gw 4Gw w ~ ~ w w
~ ~ / ~ AREA E W W 0.91 ACRES w W W 14
/ ~ ~ ~ 0.09 ACES I ~ W W ~ ~ w
~ i ~'_.--°"i f.;u~+'" 1 w w w C~ON~R~/ATI~N i v. v. -
/ _ / w ,i, w .y W ~ '
f ~ ~ ~ ~ ~ TRACE 1 ` ~ ~,ARER,~~ W W W W W W W W W W 1 1 -
I ! ~ " ---'NpV A~ ~ 21 R ~ W ~ w 0.34 ~?~.RE"5 --ss---~-...-._.
W W W 15
l 1 2 i\ 1 ~ ~ W --ss-.-~.. / r,,, / W W W ~ 1
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v~ / ~ / ~ ' 12453 SF \ r-- ~ ~ / ~ S?, / / u v~ ~
~ v~ w w ' ~ ~ ~ ~ ~ ~ ~ ~ W W ~ ~ ~ ~ w ~ ~ ~ ~ w ~
W W 1 I _ -
~Ci p ~ ~ y ~ ti u- ~,19 AGES ~ v~ W ~ v. ,i, W ~ `Y y CO~ISEg,VAWTION` ARLA Fw u, w ~ ~
~ ~ ~ ~ W .c~ ,,,1.73 ~CRE~ ~ W w ~ ~ W W W ~ ~ ~ ~7 p W W
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~ W
W
24 ~ ~ w w ~ ~
FUTURE ELEVATED ACCESS BRIDGE TO BE w W ~ W ~ CONSIRUCTEO BY LOT OWNER. NO WETLAND ~ v, w ~ ~ i i~ i
~ s IMPACTS ALLOWED FOR ACCESS. ~ i1, W ~ w
W W 19 ' `i ~ i \A ~WW I
~ / 1 ~---~._._.r ~ r ~ ~ ~ Cl~P~1MON AREA ~ ~ ~ / N•H. COUNTY 20 i i
~ ~ ` ~ 34R ~
P~• 721 ...~,~~~~~~___,_,_.._.__.....~..rss /~~I ~ ,5 3~ ~ i 5S4Y18'W t8?.8P ~j/ ~ ' \ ~N~ \
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~ / NAB ~ DANIELL N F f J ~ f ~ ~ ~1 JONNIE N. DANIELL ~ / ~~`Q~• ~
~ DB 1599, PG. 1324 ~ DOWLESS LIVING ~ ~ / ~ IIj~ 1 N/F
Z ~ i ~ ~ / e• GRAN ~F AM FARMER Y.~ i ~ ~ IROgERT SEWIOR ~
~ ~ r REBECCA J FARMER DB 1311, PG. 1010Sr ~ 0 ~ ~ j I ~ ~ bB 2438. PG 55 ~
DB 1508, P~, 1639 F~ 1'~ ~ i ~ o~ ~
~ ~
~ti N~ I \ ~ I i ~ PAMELA S KI7TREDGE ~ ~ ~ I ? I ~ ~
o DB 3g24, PG. 515 ~ ~ ~ ~ 1~ - -S
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O ~ ~
~ ADDRESS: a° ;ESS: 1909 ODYSSEY DRIVE 1 inch - 50 ft.
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u
S No. Revision Date B Designer Scale PREPARED FOR:
Drawn By UT Date N Sheet No.
10/10 /07 BATTERY N Checked By Job No. Y PARK AT LANDFALL CONSERVATION AREA EXI EXHIBIT GARRETT & STEPHENSON, L.L.C. WITHERS R6131 OLEANDER DRIVE
WILMINGTON, NC 28403 ENGINEERS I PLANNERS I SURVE 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 6e1: 914256-9277 fax: [phone] V E Y 0 R S
TMe 03040456 CITY OF WILMINGTON / N NEW HANOVER COUNTY/ NORTH CAROLINA lit ?10-25b-2584 www.withersravenel.com
3

SITE DATA T TABLE
~ ~ ~
DEVELOPMENT DATA:
1. 1 U I AL f KAC 1 AKEA - 14.45 ACMES
.r \ MINUS CLASS IV SODS - 0. 48 AC RES
(C.O.n. IMPACT ARFAS)
~ l / s MINUS NAIUI-zAL WAItK f-tAIUKt (NOT APPLICABLE) U UHL S - -0-
~ ~ I ~ ~ / ~
j Cl ~ TOTAL DEVELO('MENT AREA 13.97 ACRES
v~ ~ / / PRESTWI~K SANE 2. PERMITTED DENSITY C~ 1.9 UNITS/AC ~ UNITS PROPOSCD - 24 = 1.7 ~ ap 3. RECREATION AREA - (Q 0.30 ACRE/ ~ ~ 24 UNITS = 0.72 ACRES REQUI p ~ ~ ~ j 321, 6 7 6 S. F. (7.38 ~1 C RES) P~ S ~ ~ m ~ ~ 15,949 S. F. (0.37 ACRE) ACTIVE S/AC RE - 27
~ ~ / 5o srq~NTo 1 51 O / Z O 1.7 UNITSIACRE
l TAN ~ I ~Q, ~ c~ 0
1 f'~ ~ NSF N/F ART ~ N ~CREIUNIT)
~ ~ ~ ~ / JOHN CONROY ~ ANDREW KEREKES c~' I REQUIRED
1 Cl - ° ~ DB 3730, PG 394 N~ 49R ,~oP ~ ~ KENNETH CpyyUN + PASSIVE AREAS PROVIDED
1 ~ _ - ~ DB 2829, PG 662 ACTIVE AREAS PROVIDED
DB 1614, PG 1782 ~ ~ `~D c D ~ N m ~ ~ ~ ~ ` ~ 1 TOTAI 7.7.5 ACRES PROVInFn. MOM
- ~ N 5505'30" E 25~~0' v~ ~Z r Z N Z
~ `r QO F~ N 50'1~~56' E 99.80 Fp ~ w ~ W ~ ~ ss. . H NSF , , ~ ~ ~ ~o~ f ~ REV. MANCHESTER e~°,~~ ~ ~ ~ w ~ / DB 2822, PG 23q• ~ ~F ~ 0 ~ ' ~ Z~,, ~ : ~ ~ Z ~ ~ ~ 4. SITE AREAS - 5.70 AC: RFS
~ ~ -0 :p~^ ~ ` ` AREA OF i OTS .5.70 ! ~ ~ ~ J ~ ~ AREA OF R/W - 1.16 ~'~0 0D ~ N / I ~ ~ COMMON ARCAS - 7.59 '~o ao ( l N~F TOT,4L TRACT AREA - 14.45 1.16 AC RFS
7.59 AC RCS
W w I 14.45 ACRES
~~~cF ~ ~
w ~ ~p•~.», f 8~ ~ ~sR JOENS 5. AVCRAGC LOT SIZC _ `,530 S. r. i
w ~ ~ ll ~ - - 25' PERIMETER L--{ DB 4 6. MINIMUM LOT SIZE 124 S. F. 9~2~ PG 1444 ~ 7. IMPERVIOUS SURFACES
~ ~ z ~ r ~ ~ w W y OIVE1~ANt~S ~ z ~ y ~ v. ~ 1 y ~ / ' , , _ BUFFER ti F9 F,p ROADS 23, 90 _ _ SIDEWALKS 4, 70 - _ _ w J LOTS (VARIES/LOT) 90, 77 s ~ 1 U 1 AL 1 19, .S / ~ EX. 15' L`i4NDSGAPE ~ ~ - " - - 23,900 S. F.
w w W v~ ~l ~ ~ / 30' DR IMAGE - - - ~ ~ ~ ~.D. FOOfiBRIDfTrE ~ ~ ~ i EASEM T•~ 4, 700 S. F.
t ~ ` f\i ` AREA i, •t- w ,i, w ~ ~5' C.,O.D. .i 90, 770 S. F.
w ~ ~ ~ y w ~BY 0~liERS~ j/ ~T ~ ~ ~ ~ ~ 190510 S.l . (2.14 AC HLS)
O /j w ASEMENT ~ 2
9
/ ~ i 11 / w w ~ GENERAL NOTES:
f 1 t 1 ~Y ~y w ~ ~Y ~ W `t' w L~~N~
~ w , W ~ 1. NE`W HANOVER COUNTY 1'ARC EL NOS. ~ 5' SIDEWALK/ ~ ~'Q'~' W 315 7(12) - 75 - 8570 NOS.:
1 f 1~ ~ 2 3 I ~ l~.. ~ ; ~ TRACE 40~.,R,/W) W ` • / ~ v, ~ ~ w ,i I t~
y w ~ 2. Torn rRncr nREn: ~~.~5 nc.f
W ~ ~ ~Y ~ ~ ~ v
j v, i 1 ; ~ 1 ~ . w ~ 3. 70NlNG nISTRIC T: R ~0 (PFRFORMA ~ y ~ ~ W w w ~ ~ ~ W ~ 10' BETWEENRUNITTBACKS -ORMANC
~ w ~..t~ ~ X~STIN~ W
'r / i TIMBER VEHICU R I C ~ w ~ , " C RB ~ L~ I ~ I~ l ~ l BRIDGE (BY 0 ERS) I 2 ~ ~ ~ w APE "Nt" CUQB ~ w ETL~'AND~ v- ~ 4. LAMA LANU CLASSIFICAfIUN: , \ ~ ~ WATERSHED RESOURCE PROTEC ,i, W .5. OWNFRSHI P RFFFRFNC F: n. R . 443 CUQB ~ LINDA JCAN WILSON 'OTECTION & CONSERVATION
1~ MZ¢ ~ ~ Z
4432-8911M.R. 341219
f ~ r ' ~Y~ ~ y~ T 1 l ~ ~ 4Q~ ` ~ ~y '~dc ~ nn or.. 153 \ ''r" ~ r' ~ .
y W w 1529 RADIAN ROAD
T~M ~ ARY ~ f~2 ~/~WE ND M ~ ~ ` 23 2Z ~ v~I ~ ~ ~ ~ ~ w / 2 C.O,D. Wll MINCTnN, NC X840.5
4 i~IMR CTW 8 ~ to / 25 C.O~. .i. J AC C ORDANC E WITH THE C ITY OF
~ ~ \ I X93' _ s / 00B A ~`R~S ~ 1 1 m. ~ w v~ 11MBF ~ 11MBFR VEHICULAR 6. ALLYDEVELOPMENT SHAL ^ B E SIN AC~n r n nnC hiCIAl uAnintiCrD Anin cTATE-
_ ~ ~ ~ I ~ /t~3 J~ 0~2~ ~ ;1 ~ I i I ~ / w ~ w `i' W ~ ~ ,i, ~ Q~IDG r ~ ' ~ ~ p ~ l ~ I ~ ~y w w TEMRORARJ~ WE AND ~IDGE~(BY OTHERS) y ~ 1 \ ~ vvi~ ~wirvt. ~ tiiv I NIVII rir yr ~ vr~wr iv ~ i, iiiir ko l/I/I , IVI YY 1 1/`11V1/VI 1x fl Iv / .J I,-111
1 w 0~ NORTII CAROLINA RCGULATIONS. )NS.
T~AND IMPACT "l°" ~ y~, OTTI NG, A PORTION OF THIS
~I / ~Y ~ v. , v. \ ~ L' ~ v. y w " w 0.03,E ACRES ` 14 7. FIOOn NOTF: RY GRAPHIC PIOTTIN ~ ~ PROPERTY IS LOCATED 1N SPECIAL F ~ SWA~.E ~3 I 1 (CLCV. 10) PCR FIRM COMMUNITY PA 'lAL FLOOD HAZARD ZONE AE
'TY PANEL 3701 71 3157 J,
~ ~ _ ,Q-,,,, ..-~--r ~/~~.,,.,~y--~,,, ~ ' 1 ` 1 a(~ uy ~ EXISSTiN~ W f / / ' ~ v ~ / / ~ " 7`' _ - - ~ •v w - w SWA~LE ~2t' ~ v. ~ ~ v, ( ' EFFECTIVE APRIL 3, 2006.
1 y I .,r.. ~ .r~Ar.E \ , ` ti W WETL~~..NDS .c. w W ~ _
w ~ ~ ~ 5' SIDEWAUC
SEND ~ ~ 21 R ; ~ ~ y ~ V~ ~ ~ 1 ~ a v
t- w 2 O ~ ~ ~ ~ ~ y ~ / / ~ ~ ~ ~ ss - ss ~ EX. Sp'T SAN SEyy ~ ~ ~ y ~ w ~ ~ \ f ~ NOTES:
~ & SRN EASEM'EN'T`-== / ~ ` v. / 100-YR v..." s5 ~Y/ '
/ ~ / ~"FLO~PLAIN- TEN~ PORARY ~ v~" ' ~s ' 1. 1Ht UKIVtWAY 1 HA1 WILL SEKVt I -S5-~---~!'__ ____SS~ ' ~ 1 ~ FEET IN WIDTH /1ND CLE/1R OF ~VL 1 HL PROMO SL O L01 24 SHALL 6L
/ / ~ ~I ~ WETLAND'~IMPA6T "C"~ w " ~ v~ ~ y 4 OF TREE LIMBS TO ENSURE
0.045 AC~l2ES v. w' PASSAGE OF EMERGENCY VEHICLES. ~ ~ 16 a IIC LES.
~ POR'ARY ~ MAN w ~ w ~ v. ,y W ~ W w w ,i, ~ w w ~ ~ 7~MP0 ARY ARY W ~ @~- - I )VA DRIVE SHILL ACCOMMODATE
~ / D ,dMPACT A w •r. ~ w v. w W WETLA~D IMI 0.0 6 ACRESu" v. v. EXIS~fNG X5:004 NACR , v' ~ .t' w v, v' v' v v, WE`TLAI~DS v. v, ~ v, ~D IMF~`ACT '~9" ~ N 2. PROPOSED BRIDGES ON SENOVii D ti ~ ('EDESTRIAN TRAFFIC IN ADDITION T i4 ~ACRESr, w ~ ~ y _ TRAVEL LANES. -ION TO THE REQUIRED VEHICULAR
W ~ ~ ~ ~
f ,ti~ ~ ~ w w .tom w v. ~ ~ I ~ I
w ~ I ~ ~ WETLAND NOTES:
w i • w ~N ~ 1. TIMBER VEHICULAR BRIDGES WILL ~ WILL NOT IMPACT EX1 STl NG WETLANDS.
25' C.O.D. w FL00DPLAJN
~ ~ ~ 2. NO CX1STING WCTLANDS WILL QC IM BE IMPACTED FOR THE ACCESS of
~ / ; I ` - LOT 24. / -
.v ~ / ~ ~ - v.
W ~ { ~ I 3. TCMPORARY WCTLAND IMPACT "A" 1 w v. ~ I ~ I ~ STORM CULVERTS AND TO STAB IUZ v ~ 1 \ i ~ i i 8 ~ C HANNFI . TFMPnRARY WFTI ANn 1 ` CONSTRUCTION 0~ A 12" WATCRMA / ~ ~ Fop "C " 1 S FOR THE CONNECTION AND "Apo IS FOR THE REMOVAL OF EXISTING
~ ~ ~P ~ r ~ ~ ~ ~ w 24 ~ w ~ w v, W ~ w AB I LIZE THE AREA AS AN OPEN AND IMPACT '73" AND IS FOR THFF
t ~ / ` ` ~ / / 41, ~ ,i. ~ FUTURE ELEVATED ACCESS BRIDGE TO B~ v u,. w ~ v, y ~ TERMAIN. TEMPORARY WETLAND IMPACT
I AND C ONSTRUC TION OF AN 8 to
s MPACTSU ALLOWED LFOR AYCCESS. NO WET,.AND ~ 'y ~ .i• ~ ,i, ~ ~ W W ~ v ` ~ ~ ~ SANITARY SFWFR MAIN. TFMPORAR ~p.p. ~ /2 O 1 g ~ ~ ~ T11C RCMOVAL AND RCPLAC CMCNT ~ ~ I ` 34R ~ THE TEMPORARY WETLAND IMPACTS 'ORARY WFTI AND IMPACT "l)" IS FOR
f ENT OF THE E EXISTING STORM CULVERT.
DACTS ARE AS FOLLOWS:
~ r- ° ~ r~ _ -fin- v ~ ~ ~ 11~~ ~ TCMPORARY WCTLAND IMPACT WPAC T "A" 0.006 ACRE
~ ~ / ~ iJ.-- ~ s ~',~s'.~e' w to ~ r ~ ~ C~hIMON AREA / ~ N.H. COUNTY MPACT "B " 0.006 ACRE
PG 721 .1 ~ ~ ~ ~ • W EX. 30' LANDSCAPE ~ TEMPORARY WETLAND 1MPAC T MPAC T "C " 0.005 AC RF
~ \ / ~ ` ~ ~ / ~ ~ DB 1294. PG. ^7 i / ~ ; I ~ 3~'~~5~ EASEMENT N~ ~ , TEMPORARY WET! ANn 1 MPAC T c TCMPORARY WCTLAND IMPACT MPACT "D" 0.004 ACRE
s 55'47'49 W 189.97' / ~ ~ \ ~ \ TEMPORARY WETLAND IMPACT - ~ ~ , ~ ~1'S. PG 913 TOTA! MPAC T "E" 0.038 ACRE
o / / / ~ 0.059 AC RF
~ ~k~~p ~ ~ ~
/ i / / FXI.STI NG WFTI ANDS
o /~j~ / '~i 1 ' ~ y, ~ k ~ I l 33R , 6.2.5 ACHLS
N \ 1 s.
N \ / / . ~ t ALD J DANIELL r f
~ ` JONNIE N. DANIELL ~ NSF ~ i~~Q~' ~ i z ~ 1 ~ ~ 1 O I AL I L MNOHARY WETLAND I MP1 C TS
~ ~ ~ ; ~ ~B 1599, PG. 1324 ~ ~ ~~WLESS LIVING TRUS ! ~ 1 ~ ERT SENIOR ~ ~ = 0.021 AC RES
~ ~ ~ ~ / REBE AHAM FARMER I ~ ; ~ IDB 2438, PG 55 ~
~ t DB 1~8~ ~p~FA'sMER i ~~,i I ~ ~
39
~ ~F r ~ ~
~ti i i ~ i ~ PA I 1 ~ I' 1 , ~ MELA S. KITTREDGE ~ 1 I ~ 4 ~ ~
~ ~ ~ i ~ OB 3824. PG. 515 ~ 1 , ~ 1 ~s /
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0 OVA-, 50 50 0 25 50 100
NI/
J Iinch -50 ft.
Y ADDRESS: a RESS: 1909 ODYSSEY DRIVE
a
Z PREPARED FOR: Sheet No.
No. Revision Date B Designer Scale UT '~s5°" GARRETT & STEPHENSON, L.L.C. WITH E R S RAV III
BATTERY $ Drawn By Date Y PARK AT LANDFALL WETLAND IMPACT PL NEW HANOVER COUNTY / NORTH CAROLINA LAN 6131 OLEANDER DRIVE
WT 10/1 S07 WILMINGTON, NC 28403 ENGINEERS i PLANNERS I SURVEY NEYQ RS
~ Checked By Job No. 04 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone]-2584 www.withersravenel.com
TMe 03040456 CITY OF WILMINGTON / f

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P~ TRIAN RAILING MAY BE \
CHANGED TO OTI~R STANDARD RAIL C.ONFIC~URATION, IF DESIRED I
PJ. 8X8 VQ~IIUJLAR BRIDGE
l 1 O 0 RAILING P05T (iYP~
PEDE57RIAN WALKWAY P.T. bXb Px. 8X8 VEHIGUI.AR BRIDGE RAILING P05T (TYPJ . P.T. 4X12 VEHIGUl.Ai2 BRIP6E
RAIUN6 P05T (IYPJ O RAIUN6 BOLTED TO EA. P05T W/ 0
P.T. 2X10 P~ESiRIAN (415/8`m GARWA6E BOLTS t'TYP~
WPd.KWAY KAILING (TYPE PROVIDE P.T. 4X12 BLOGKS BELOW r.
RAILING AT EA, P05T LOCATION (1YP~ P T. 4X12 VEHIGUL.P~R BR~D6E RAILING BOLTED TO PST W/ (U
P.T. 2X6 PEDESTRIAN w,~.KwnY rlniut~ frn'~ P.T. 3X12 (OR 3X81 DECKING f TYP1 5/8'm GARRIA6E BOLT t 80LTED
TO BLOCKING t DGGKIN6 W/ . y.
P.T. 4X6 P~ESTRIAN YrP~L.KYrAI' 4 RAILING BOLTED TO P05T W/ ~U m NAIL EA. DECK BOARD TO.1015T5 W/ N0. t4 X 5'Ing SGREVVS. (?J !2I 5/8"~ GARRIA~6E 801.75 CiYP1 .
5/8'~ GARRIA6E BOL'f5 t BOL7EA SGRB^I5 EA STIRINGER FOR 3X8 PROVIDE P.T. 4X12 BLOGK`~ BELOW
TO BLOGKIN6 t DEGKIN6 W/ DEPT. 4X6 BLOCKS ~ DECK BOARDr AND (315C~REV~ EN. RAILING AT EA. P05T LOCATION (IYP~ A srRu
(215/8'm cnwztar~ ea.TS ftrn~ ~,pW RAIUN6 AT EA P05T LOCATION CtYP~ 5TRIN6ER FOR 3X12 DECK BOAKDS CfYF'~ 4
8
4 CONNECT EA 8X8 POST TO J015T
NU (215/8'0 CARRIAGE BOLTS C~PJ too
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GARRIA6E 80LT5 A5 SHOWN C(YP~ TO GIRDS W/ (~1 `51MP.~ON' H25A ; ~ p~ ; FOR 50UD BOLTING (`fYPJ T
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PRESERVATIVE TREATMENT AN WN.KWAY PEDESTRIAN RAILING MAY BE
1~ DE51GN GRITERifu i~ ALL 5AWN Ufi~IBER SFIAI.L BE TREA LANE LOAD AA5HT0 H5 20-44 REQUIRB~ITS ~ AGlPA 5TANDAR SNOW GROUND LOAD 1Q ~ 2303.1.8. GGA OR AGQ GONFORMIN ~ 2~ UA~IBER ABOVE GR,O~ID SHAt.L BE (V~IND DE51GN BASED OH P~SGE l-O5I ~ ALL DECKING t LUhIBER IN GONTA~ 5EI5MIG FORGES DO NOT GON1ROl. LATER~4L FORGE DE51GN, NET REl'ENTION, AI.L PILES t UA~18E WIND FORGES GONTRIX. DE51GN TO 2S LB5/GF NET RETENTION, AND BE TREATED IN AUARDANGE WITH TF~ FOR 5/8'm ANCHOR RODS t P.T. 6X6 PEDESTRIAN WAI.K iTANDARD G41 OR PBt N.Gb:G. SFGTI~1 EPOXY INTO FOOTING A5 SFIOV~W RAILING P05T C~.1 '.1 CHANGED TO OTHER 5TANDARD RAIL CONFIGURATION, IF DESIRED C_j iI RIED JO
INFORMING TO APPLICABLE AWPA STANDARV :IAN
~Igll, BE pRE55URE TREATED TO 0.25 LB5/GF NET RETENTION, P.T. 2X10 PEDESTRIAN ~ GONTA~GT W/ GRADE SHALL BE ~RE55URE TREATED TO 0.4 L85/GF WALKWAY RAILING (IYPJ t UA~18ER IN CONTACT W/ SALTWATER SFIALL BE PRESSURE TREATED fTYpJ
f10N, AND ALI. GIRDERS d LUMBER IN AREAS EXP05ED TO 4
21 GONTRAGT4R YO V6tIFY ALL DIMEN510N5 AND DETAILS ON DRAWINGS PRIOR TO GONSTRUGtION 5~'~~ ~ 3~ PRESERVATIVE TREATI~IT SHALL 3J U.NA. = UNLE55 t~tOTED OTF~RWISE STANDARD M2. L BE PRE55URE TREATED TO Ob LB5/GF NET RETENTION. E STL. A1~lC~LE BLOW UP IT SIiALL BE INSPECTED AND CERTIFIED IN ACCORDANCE WITH AWPA m i! 1 E i OR ~ • Opp AT • ~ • • G F is so Spode
u ~ u P.T. 2X6 PEDESTRIAN STR U SCALE: I I/2 =1-O ~~pY r~A~uN~ hY~J 4 r ~ r • •
4J ALL WORK M15T COMPLY WITH THE LATEST EDITION OF THE NORTH GAR4LINA CtYPJ 0 • • II i : SEAL
BUILDING CODE t NG DOT REGULATIONS (1^~iIGHE1/ER 15 MORE 5?RING~IT1 SJ STRUCTURAL FRAME TO BE StIORED AND BRACED INITiL ERECTION IS GOh9'LETED. P.T. 3Xi2 (OR 3X8)
' DECKING (1YP~ ROADWAY t F~'AN510N JOINT N. C.
FAST~N~RS AND HARDWAR 1~ 5TH P1.ATE5 AND 5FIAPES SMALL BASE BY OTF~S oiKr j
5 SHALL COMPLY WI1N 11iE REQUIREh~NTS OF ASTM A36. ' .
2~ BOLTS AND LA6 SGRENS SHALL G 3J 5TRE551N6 BARS SHALL 8E 5/8' DI A'122. WT5 AND COUPLERS FOR j~IL~ FOUNDATION NOTE5: 4~ SPLIT RINGS SHALL BE hW~t1FAGi11 IJ ALT. TIh~ER PILE !.ON57RUGTION SFIALL GOh~LY WITH NORTH CAROLINA 51iAl.L BE r1ALLEABLE IRON MAN1 BtJiLDIWG CODE, SECTIONS 180'1 AND 1808 AND /OR NG DOT RE6lA.ATI0N5. (SPLIT RINGS ONLY REQ'D. IF RHIL SHALL C~OhIPLY WITH THE R6GIUUIRB~NTS OF AN51/A5ME 5TANDARD BI82.1-Ig81, GRADE 2. ~ . U ~ PROVIDE P.L 4X6 BLO~K~ BELOW .f j
!E 5/8" DIAh1ETER AND ShIALL GOMPI.Y WITH TFIE RK~lU1REMENT5 OF ASTM 's3z3~: ~~==~="'iti i= i is~' z;: ~itiiss t5 FOR 5TRE5rIN6 6AR5 SF~ALL BE PF~WIDED BY THE BAR MAMJFAGi11RER. ::ti i ~s~. i.. .;z:;• ~ ~ ~ O RAILING AT EA. POST LOCATION
~N1FAGiURED FROM 5AE 1010 NOT ROLLED GAIZBON STEEL. SHEAR PLATES GONG. FOOTING ~ ~ ~
~N MANIFA~GiURED AGlARDING TO GRADE 32510 OF ASTM A41. ~ 'OR ABUiF1BrT IF RAIL 15 UPGRADED TO AA5HT0 5TU5~ E PT. 3X12 J015T5 SPP~GED 24" OrG. • tr
(IDED BOLT AND LA6 SCREW HEADS AND I~N1T5 THAT ARE IN GONTA~GT WITH WOOD. ~ N ~ ~ IRJDER HEADS OF SPECIAL TIMBER BOLTS OR DOME-HEAD BOLTS W~1 THE 51ZE AND • . 4 ~ AT PEDESTRIAN WALKWAY GOW~GTED ~p~T EA bXb P05T TO BJD J015T
2J DRIVE ALL P.7.8X8 PILES TO~AN 10 TOPI GAPA~GI'fY U51NG AN P~PPRD'VED DROP 51 V~IA5F~R5 SHALL BE PFL~YIDED UN HADIMER A5 PER SEGTIOr! 1801.2.82 IN THE NORTH GAI~OLINA BUILDING GORE. V~IA51~R5 MAY BE OMITTED IRJDER TO GIRDERS W/ N 'SIMPE~ON W/ (2) 5/8•m caRw,~ eo~rs Crw~ w
3~ Aft. TIMBER PILES TO BE PRE55l~E TREATED GGA. 080 LB5/GF NET RETBdTION (AWPA GU 50UTFIERN Yq.LOW PII~. STRENGTH OF TFIE HEAD 15 SUFFIGI 4J MINIMA PENETRATION BLOW 6~ ~ ~ 18'-0' FOR ALT- 8X8 PILES. CONTRACTOR TO V~IFY THAT PILE b~ ALL 5TEEL GOMPOI~lTS AND FA5 DEPTH MEETS REQUIRE1~lT5 OF SECTION 1624 OF TF~ NORTH GAIZOI.INA BUILDING GORE, ASGE-24, AND NOTE ~I.. M232. 6ALVANIZIN6 OF 5TRE551N 5J PILES SHALL hh~ET AV~A STANDARD GI, G2, t G24 FOR SAWN TIh~ER PILES 50 A5 NDT TO ADVE~Y AFFE bJ FOR MORE PILE INFORMATION REF~t TO R~ORT OF 5U85~1RFAGE E~L~ATION 1.) AI-L N1T5 FOR BOl-T5 AND 5TRE55 ANp 660TEGHNIGAL EN61NE821N6 MIAl.Y515 - EG5 CAROLINAS, LLP PRD.L-GT NO.~ 22.13~O1 FIT AFTER Gf\LVANIZIW6. 5 5UFFIGIENT TO DEl/El.OP CONNECTION S1RB~IGTN NUTHOUT WOOD GRU5HINt5. ~?3 REAR 12' OL. AND FASTENERS SFIALL BE 6Al.VAN17.ED IN ACCORDANCE NUTH AA~ITO Mill OR A/~5FIT0 i i . • H25A F~IRWGANE CLIP (17P~ I ~ • ' 4' X 4" X I/2' 5TE8. ANGLE
~TRE551N6 BARS SHALL FOLLOW THE REGOMM~IDATIONS OF THE BAR MANIFAGTURER _ (5~ DETAIL E /STRU 4) (u PT. IOXIO GIRDER GONNEG7ID ,r
_Y AFFECT THE hIE~HANIGAL PROPERTIES OF THE HIGH-STRENGM StEEI.. m - TO EA PII.P NV (21 'S1MI'S0N' cue
5TRE551N6 BAR5 SFIALL BE OV8t51ZED ~ RE-THREADED TO EI~~JRE PROPER 3. 3. - Ps~aie 5~s Crn'~
SJ Wt~l THE 8RID6E DECK 15 TREAT ANp REPORT ADDENDUM DATFD~ OCTOBER 31, 2001 6REA5E-FILLED PVG TUBE THAT 1 ,MOTES ?AND REGtUIREM~NTS DE51GN GON51'RUGTION 15 TREATED WITH GGA OR AGG1„ 57RE551NG BARS SHALL 6E PL.aGED IN A PROTECTIVE p0) X55 CONT. REAR 2~~. P.T. 8'~ TIP PILES DRIVEN
E THAT 15 GONTIi~J0U5 AGR0.~6 THE BRIDGE WIDTH (5EE DETAIL DSHEET / STRU 4). - 2~~~ ~SPAGED ~5 ANN ~'iYP ie'-o• eFlow dtv+v~ li'r~J i LU s~
ks)
1 f o r: a
MIPONENTS SHALL BE HANDLED AND STORED CAREFULLY 50 A5 NOT TO DAMA~SE TIC MATBZlAL. i
I~ DE51GN5 ARE APP~IGABLE TO 51NGLE-L.ANE AND DOI~LE-VJ~E BRID6E5 A5 DIhIEN510NED ON PLANS. All. WOOD AND METAL GOMPOI~NT 2~ TF~ PLANS ARE BASED UPON MIN. BEARING L.~16iN5 OF 10'. IF DAMAGE DOES 4000R, WOOD 5fi 3J UNLE55 NOTED, PLAN DIh~N510N5 FOR SAWN LUMBF~ ARE NOMINAL DIt~N510N5. DE51GN GN.U~.ATIONS SURFA~GES SFIAL.L BE REPAIRED WI AND FABRICATION DETAILS ARE BASED ON ACTUAL DIh~N510N5 FOR DRE55ED (545) WMBER. 2J WSJ FIQD FABRICATION OF WOO SHALL BE IMh~DIATELY FIELD TRE ~pOXY 6R~OUTEP ANCHOR NOTE I~ TFIE EPOXY GROUT ADF~5IVE h~15T • 50LID OR FILLID MP50NRY t G - 'HILTI` HVA ADFIE5IVE ANGFIO M~.TERIaL 'AND Fr~BRIGATION WOOD ~i~ri' HIT HY 150 IN`EGTION 1~ ypy~IN WM~ SHALL GOM~'LY WITH THE REQUIREMETIT5 OF AASFITO MI68. - ~ NIGH 5?REN6T - EG~INAL~IT OR BETTER PRO 2J IAJLE55 NOTED, ALL LUMBER SHALL BE ORE~~SED (545) SOU'TFIERN PINE. LIAdBER 2" TO 4' SHALL 8E VISUALLY • HOLLOW MA50NRY~ WOOD SHALL BE FIp.D TREA'i~ IN ACCORDANCE WITH NOTE 2. DAMAGE TO GALVANIZED - APPROX GRARE LINE ~~IT 4 !
URED WITH A GOLD 6AWlWIZIN6 GOMPgJND OR OTF~R APPROVED COATING.
OF WOOD 15 REQUIRE OR IF Vr00D IS DAMP~6ED, ALL GULSwHORE FIQl.ES, AND DAh4P~6E IEI.D TREATED WITH WOOD PRESERVATIVE IN ACCORDANCE WITIi ANff'A STANDARD M4. ks) H
V
R NOTES: ' dE ITT BE A5 FOLLOWS: LU
NrRY t GONGRE7F~ O U o
E ANCHOR 5Y5TEM Q$ " l
EGTION ADF~5IVE ANGfIOR SY5TEM. 5?REN6TH EPOXY
IER PRODUCT }
VE ANCHOR 5Y5TEM WITH HIT SCREEN TUBE AND D15PEN5ER.
GRADED N0.2 OR BETTER t1~ER 5' OR GREATER IN ?HIGI~I~IE5~5 SFIALL BE YISUAI.LY GRADED N0. I OR BETTER. - "HILTI' HY20 ADFIE5IVE ANGH 3J TREATED GI.UI.AM t~15T BE GRADE 24F 1.8E. -EQUIVALENT OR BETTER PRO 4J ALT. INTERIOR DECK LAMINATIONS SHALL BE GONTIPN10U5 BETYV~N SUPf~ORTS WITH NO BUTT .IOINTS. ONLY BOLT TO FbLLOW NV~50 BUTT JOINTS ARE PERMITTED IN HAROVi00D EXTER~~R LAMINATIONS PROVIDED TFIAT (A1 THEY ARE PLACED • 5T01~~ TER PRODUCT
OW MP50t~tY WHEN SPECIFIED ON DRAWIN65.
POXY ADFIE5IVE AN~GHOR 5Y5T9~1 NUTN HIT SCREEN TUBE AID DISPENSER -PILE OL
MIDWAY BETYrEEN 5TRE561NG BARS WITHIN THE GENTH2 HALF OF 7NE BR~D6E LB~61'H, AND (BI 'T1~E - 'NILTI` HIT RE 500 EPOXY AD SPACING OF BU1T JOINT5IN ADJP~GBdT LAMINATIOK515 NOT LE56 THAN 2 FT (5~ DETAIL E, SHEET 3). 2~ f{pLEy ?~15T BE DRII.L~ AND GLF. 5~ NOTED, ALL W000 SfIAI.L BE GUT, DRILLED, AND GOMPI.ETELY FABRICATED PRIOR TO PRESSURE AND BRUS~iED G.EAN. FAILURE T0 TREATMENT WITH PRESERVATIVES. 3~ TFIRF~4DE0 RODS AND ANGFIOR B0 b~ TIC M0151URE CONTENT OF SAI^OJ U1~ER PRIOR TO AND AFTER TREATMENT SHALL NOT EXCEED 15A~ REBAR t~15T BE ASTM A615 GRAD - • ~ ..ern ruvvcn Tueu d~ d 1 41 I /]W PR!)PFR SFTTiNE~ AND G1RI AND GLEANED PER BOXY MAPI~AGTURER'S REGOhA~NDATI0N5. HOLES hU5T BE BLONW SEE PLANS
ILURE TO PROPQ2l.Y GLEAN THE HOLES WILI. GOMPROMI5E THE GAPAGI7Y OF THE ANCHOR KD
GHOR BOLTS hU5T BE A36 STS. OR BETTER. MI5 GRADE 60 STL~t. OR BETTER.
AND Gl1RING TIt~S FOR THE EPOXY. THE EPOXY a -MOV
FOK LUMCtK 1 IU 4 It11(~F~ /V'~V 1`1A fVR WI iDG~c i~ninu~ ~~v.~` 'LY GUIDELINES OR GONTAGT OUR OFFICE. L
lJ FABRICATION DETAILS FOR WOOD hEhI8ER5 ARE SFIOWN ON TFIESE DRN^~NGS• EACH h~ER SHAD MANIFAG'f~ER SAN `.~Pf'l-Y GUID BE LEGIBLY MARKED WITH THE DE516NATED MARK I~R~ER TO AID IN CONSTRUCTION. SJ THE MINIhUM ANT DEPTH F l'-0" DEPTH FOR EPOXY 6RAUTED ANCHORS IN 50L.ID MATERIAL IS 6~, ~xo. C ~~D~ STR U SGP~LE:
D~STiZl~1~ l~lA~LkW~Y ~1~D GOI~DITION (51~OV~lI NCB GONG. ~OOTI~IC~ Oi~TION) K CD ED
4
i
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. PT. 8Xb V~IIGJLAR BRID6E 12AIUNG P05T CTYP~
P.T. 6X6 PEDESTRIAN WALKWAY RAILINb P05T (IYP~
P.T. 2X10 PEDESTWAN PEDE5TRIAN RAILING MAY BE PT. 4X12 VEHICULAR BRI06E CHANGED TO OTHER 5TANDARD RAILING BOLTED TO EA. PbST W/ OO ~°i0°
WALKWAY RAILING (TYP1 RAIL C,Or~16URATION, IF DESIRED (415/8•m ca~was~ ears frrnJ ~ OOioO
P.T. 4w2 v~+iu~.nR e~~
m P.T. 2X6 PEDESTRIAN RAILING BOLTED TO P05T NV n)
WALKWAY RAILING (TYPJ 5/9'0 GARRIA6E BOLT t BOLTED
TO BLOGKIN6 Z OEC.KIN6 W/ (2I 5/8'~ CARRIAGE 80LT5 C(YP~ ~ ~
OO
PT. 3X12 (OR 3X8)
P.T. 3X12 (OR 3X8) veciu~ (rirP~ vECKiN6 fr~1
po ~ ~ ~rnn~ P.r. 4w~ ~t.ocKS e~tow ui
OO ~ PROVIDE P.T. 4X6 BI.OGKS BB.OW O RAILING AT EA. P05T LOGAT'ION
OO RAILING AT EA. POST LOCATION
(11 P.T. IOXlO GIRDER GOWr6G7ED
(U P.T. IOXIO GIRDER CONNECTED TO EA. PILE W/ (Z1 "5~h~.~N' P T. 3X12 J015T5 SPACED 24' O.G. AT GOW~GT EA. bXb P05T TO END J015T TO EA. PILE W/ ~1 'S1h~".~ON' P.T. 3X12 .J015T5 5f'AGED 12' OL. GONNEGT EA. 8X8 P05T TO END ~J015T AT NEFIIGUI.AR 8RID6E GONNEGTED W/ (215/9' CARRIAGE 80LT5 (TYPJ LU
W / 1 15/8'0 CARRIAGE BOLTS (TYPE P5418 51RAP5 (`IYP,1 TO 61RDER5 NV N '~~N' .
r~54~9 STRAPS CrYPJ PEDE57WAN wALKWl+Y GONNEGTEv TO GIRDS NV ~I) "51MP50N' H2s~? HuRwca~ cup lr~rPJ LLI LL.
H25A F~IRWGANE CLIP ('TYPJ
..s.~-; LLI
PT. 8'm TIP PILES DRIVEFI Af'PROX GRADE LINE
P.T. 8"m TIP PILES DRIV@t ie'-o' eEww fr~J
18'-0" BELOW GRADE (TYPJ
PROVIDE P.T. BLOCKING A5 PROVIDE PT. BLOCKING A5
REQ'D. FOR 50LID BOLTING ('fYP~ APPROX. GRADE LINE REQ'D. FOR 50L.ID BOLTING (17P~ -
iu •
-PALE -P~iF
-PILE -PILE 5~ PLP 5~ PLAtrS ~'-0' ~ v
1~~~ 0
A VEHICULAR BRIDGE RAIL DETAIL
B PEDESTRIAN NALKNAY RAIL D L DETAIL
STRU SALE: 3/411=11-011 STRU 5CAL-E: 3/411=11.011 4
4 C/D
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