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B-.3538 /-B
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i
I N PR®JECT REFERENCE NO. SHEET N~.
B -3538 2
i
ROAD~+AY DESd(~N P,4YE~IENT DESIGN SHLDR. ENGINEER ENGINEER
' FINAL FAV EMENT SCHEDULE Po °R. PoINr _L_ - VAR.
I VAR.
i C , PROP. APPROX, 7.25 " ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5A,
~i AT AN AVERAGE RATE OF 740 LBS. PER SQ. YD.
~ PROPe APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, 3.~ - 4:I ~ C`~ 4°~ 3ai
i AT AN AVERAGE RATE OF 740 LBS.PER SQ. YD. IN EACH OF TWO LAYERS j PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
~ C`3 AT AN AVERAGE RATE OF 7 12 LBS. PER SQ.YD, PER 7 " DEPTH. TO BE PLACED ~I
IN LAYERS NOT TO EXCEED 7 %2 "DEPTH.
I L S CTS, e 1
~ PROP.APPROX.4" ASPHALT CONCRETE BASE COURSE, TYPE 825.08,
`E7 AT AN AVERAGE RATE OF 456 LBS.PER SQ. YD. ~ --L- FROM ST Ao T (08,66 T O ST Ao IO f00>00 RIGHT
i FROM STAol9f50,00 TD STAa2~f66o83 LEFT
I
PROP. APPROX. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 825.08,
~ E2 AT AN AVERAGE RATE OF 1 74 LBS. PER SQ. YD. PER i " DEPTH TO BE PLACED
I IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5%Z " IN DEPTH.
~L -
~j ~ CONCRETE SHOULDER BERM GUTTER 6'-0" 6'
~sEE ivaTE~
i i
i
it T EARTH MATERIAL
I CROWN GRADE
i POINT POINT
~i EXISTING PAVEMENT
i i l 1
I VARIABLE DEPTH ASPHALT PAVEMENT VARIABLE 3. 0 j w (SEE STANDARD WEDGING DETAIU SLOPE ~ 4:1 0,08 0.02 Oo02 0.08
4,•/
i NOT E: PAVEMENT EDGE SLOPES ARE 7:7 UNLESS SHOWN OTHERWISEe
I
~I NOTE: USE 8' A7 GUARDRAIL LOCATIONS v VARIABLE
SLOPE
EZ
C3
ICL EI . Z
-L - FROM STAo 10 f00o00 T 0 S1 ~Ao 10 f20o4T
1.5" 3" -L - FFi'OM ST A; 7 (73,27 T 0 ST A, i9 f25°00
-------MIN------------- -RAIN. -L - FROM STAa 19 f25o00 T O STAo 19 X67001

rt D f VVedg g e cai! d n :,surfeacing
8~-0~ 6 ~ e 6,_0,. to/_/~u IQ~-ou ~~-Qn Yr; t "d$
lJJ V p ~ i~ F~q
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VA13, 0,_0„ TQ 8,_0„ ~
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5, 3•
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1 CROWN GRAQE
I POINT POINT
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1
~ VARIABLE 3j ~ ~ _ _ SLOPE D,OS 0,02 Oo02 O,OS ~ L
4:~
4
i 6a5„
1 1 ~
GRADE TO 7 BADE TO THJS UNE
NOTE. USE 8' AT GUARDRAIL LOCATIONS VARIABLE
" ' < ~ SLOPE
j` v~
DETAfL SHOWING GU,4R^~'~~iL ,4T 5° OFFSET
~ o USE WITH TYPICAL SECTION NOS. 3 & 4
I ~
I ~ro
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MMN ~mN
-L - FROM STAo 10 t20o4T T O ST Ao lO f25o00
OCC -L - FROM STAa 10 (25,00 T 0 ST AJ2 (68°00
o pk- N~Q -L- FROM STAo 15f54>17 TO STA< 17f73>27
ZQ~
3
RD212303 Monday January 24 2005 B3538 RDY TYP 2 wasmith rd-Oloce34

I
i
I
I N PROJECT REFERENCE N®. SHEET NO.
I B -3538 2 -A
i RQADWAY DESIGN PAWEMENT DESIGN
i - ENGINEER ENGINEER
I
I
L ~
1025 .ASPHALT CONCRETE TYPE. SF0.5A i
i
I
2.5 ASPHALT CONCRETE TYPE SF9.5A I
I 8`-0" 6' -
I l SEE NOTE)
I
I VAR. DEPTH ASPHALT CONCRETE TYPE SF9.5A i
I
I
i GRADE
4 ASPHALT CONCRETE TYPE 825.08 i -P- - POINT
i
I
I
VAR. DEPTH ASPHALT CONCRETE TYPE I 82~.OB
i VARIABLE 30 Oa,
I SLOPE Oa08 0,02 0<02 0,08
I 4el
I CONCRETE SHOULDER BERM GUTTER 4~l a
I I 6,5"
I
I 1; l T 3 o~
EARTH MATERIAL I
GRADE TO I GRADE TO THIS LINE GRADE TO THIS LINE
NOTEa USE 8' AT GUARDRAIL LOCATIONS I VARIABLE
I ® SLOPE
X I E I ST I NG PAVEMENT `~.m~ev
i I
I
I VARIABLE DEPTH ASPHALT PAVEMENT I
I USE IL SECTS a
I -L- FROM- STAo I2f68o00 TO STAo 13f35o18~BEGo BRIDGE)
I
I -L - FROM STAo l5 flla67 l END Bl3l DGE~ T 0 ST Ao 15 -54017
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i ,~2,, 6010° 2~2° JRN ~ 20D~
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PAVED
I SM®ULDE POST
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TTING EAR I 20~
EROSION CONTROL I
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a. -L - FROM ST A; l3 f35o18 l BEGI N BRl DGE) T D ST Ao l5 flle67 (END BRIDGE)
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I ~ -L- STA. 13+43°62 TO STA. 13+.10.29 RIGHT
I ~ -L- STA. 13+03.62 T® ST.13+10.29 LEFT.
I -L- ST~.15 +36.67 TO STA. 15 +43.42 RIGHT
I ~ ~ -L- STA. 15+36:67 TO STA. 15+43°42 LEFT
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RD212303 Monday January 24 2005 B3538_RDY TYP_2A wasmith rd-Oloce34

i
i N, PROJECT REFERENCE NO. SHEET NO.
8 -3538 2 -B
ROADWAY DESIGN PAVEPAENT DESIGN
FINAL PAVEMENT SCHEDULE ENGINEER ENGINEER
~ C' ~ 7.25 " ASPHALT CONCRETE TYPE SF9.5A i
I
i C2 2.5 ° ASPHALT CONCRETE TYPE SF9.5A
-Y-
8'-0„ 6, 6 0„ 9, 9 6,
~ ~,j VAR. DEPTH ASPHALT CONCRETE TYPE SF9.5A ISEE NOTE)
I
I
I E , 4 " ASPHALT CONCRETE TYPE 825°08 ..GRADE
I i PDINT
E~ VAR. DEPTH ASPHALT CONCRETE TYPE 825.08
~ 1
I i
~i EARTH MATERIAL 3,~ 3:1 Oo08 Oo02 Oo02 Da08
j
EXISTING PAVEMENT U
I
~i ~l VARIABLE DEPTH ASPHALT PAVEMENT NOTE: USE 8'AT GUARDRAIL LOCATIONS VARIABLE
SLOPE
I
it USE IC L SECT! a
-Y- FROM ST A; II+00°00 T D ST Ao 12+040479
I i
I
I
I
I I
i1
-DETOUR -
i VAR. 4' I ~'-Q" ~0'-0„ X0,_0„ 4,_0„
ISEE NOTEI
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I 0
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GRADE J a~ n ~nn~
I POINT 1,,;;
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I C2
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I 0. I Oa08 Oo02 002 0.08 ~ v
3j 3:1 i
605„
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I ~ GRADE TO GRADE TO THIS LINE GRADE TO THIS: LINE
i
~ NOTE: USE 6' AT GUARDRAIL LOCATIONS I
I
I L ECI a 7
I ~ a -DET DUR - FROM ST Ao 11 +38090 T 0 ST Ao Il +93<38, T RANSIT ION FROM
EXISTING TO TYPICAL SECTION NOo 6
I DETOUR - FROM ST Ao 11 +93038 T O ST Ao l3 +34o13(BEGe BRIDGE)
~@ -DETOUR- FROM STAa14f98o01(END BRIDGE) TD STAo16f05o31
ti~nr~ -DETOUR - FROM ST A, I6 f05,31 T 0 ST Ao 16 +62°49, T RANSIT lON .FROM
~,roc~ I ~mN
TYPICAL SECTION N0~ 6 TO EXISTING
I o L~
I Via- !a
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RD212303 Monday January 24 2005 B3538 RDY TYP 2B wasmith rd-O1 oce34

a~
PR®1ECT REFERENCE NG. SHEET N®.
D 8 -3538 4 0
~'3 R~ SHEET NC9.
ROA~YdAY DESIGN HYDRAULICS
, 2 ENGINEER ENGINEER
_
5'
,OFFSET 10 -C- TYPE Ill TYPE Ill ~ - ~ is i
N N , I _ - - r I
_O p 3 I.
N Q O ~ N _O N ~ O
TYPE 111 TYPE !I1 ' .P O 6j C
IO' 5,
oFFSET W Cij ~ ~
X ~
BR1 GE D RELATION TO PAVEMENT DETAIL i'
9 ~ J ti
133.6 7' a., S62 52'99°W X ~ ~
x z ~ 6
G{LBERT D. WARREN _ w
DB {322 PG 488 N nj w 61 IV ~ ~ DOLIALD R, SMITH
~ p~ ~ W . ~ I ~ Rl ~o~~ ~ ~ DB 1713 PG 477 ~ ~ I L~ ° DB 1539 PG 117
- - - M L POTS~aa 6 90a0O BEGIN TlP PROJECT B 353 ~ ' p o i ~ ~ PC B SLIDE 270
i ioo + N
~ _ .PING 14 86 'INC 14+86.88 . ~ i ~ J. NELSON KoRNEGAY ~ ~ I ~ DB 819 PG 20 ~ ~
i ~z + - - HTR C 12 12°00 L (3J3 ~T° - (3013' ~To) 3
DETAIL A ~ ~ _ ' ~ (FEMA BUYOU I ) SPECIAL CUT DITCN ~ , DAVID G; WARREN ~ ~ ~ W BL-5 17+85038 PI~1C
t Not to Scale) G° WARREN ' ~ a~ z
"Front DAVID i ~ DB 1301 PG 722 PG 722 I ' m o 0 . e~ Dioce DB 1301 W , MB 02 PG 4~ X ~ '~.W POT. 15+10°25 (5.81 LTo) ~ w ' , W ~ FOCSta° lh-94°93 L-
Natural 3< 3•\o~K p MB 02 PG 49 , I z N63°52'23"E~ ' ~ ~ a
Ground F i ~ ~ 12.92' PCStae IOf20a4~I D , EIP + i' POTStao J2f17e08 Y-- ~ ~ Q
as" cHL PRCSta° 11 f55 MIn. D = I°5 ft• ~ ~ X 137,64' 48" CHL CStaa 11 55°77 ~ ~ ~ ~
~ I d N 3°S2,2 „ ~ , 3 EIP . ~ , ~ ~ MODIFIED CONC. FLUME ~
STA° 10+00 TO 13+12 L- RT W ~ , ~ MADIE D° BELL ' ' a m ~ ~ W/ CONC., DITCH I ~ , , & CLASS B RIP RAP -f-
STA° 15+25 TO 17+00 -L- RT w N' + + - DB 1325 PG 49 g STA° 15 25 TO 17 60 -L LT Q , N X ' ~ N ~ w ' -L- +71 ~ ~I SPECIAL Ct1T DITCH
CULT W , i PTStao l3fl~°39 GRASS LINED
I ~ N , CE ETERY x- o~ ! -t +63 0 ~ -1- +2~7SEE DETAIL A PCSta° 16f8~°47 Q ~ -L- +65 ~
X ~ 200 MARKED & UNMARKED GRAVES W (FEMA BUYOUT) +t5.i -L- +15.50 ~ i ~ 30.00 -WOOD ~ 75.00, N .WOODS . 71.D0' &
"8~-4 PII~C 9+2Qo05 ~ °i N Is F D EXisr:~ EXIST: Ri1N ~ I So( RD 46:00' -L- +33.47 ~ ~ C,.- - - - -E-. - C -L ~+65 i I ~ -L- +31.6$ 36.00, ~
~ TA°IOf00a00 BEGIN POC 14+16°16 (20°3T LT.°) ~ ~I PAVING LIMITS
' ~ EXIST: RN -L- +81.70 i I - - 36:00' C-i_ - - - _ C -L- +46J3 36.00' EXIST: RN+( ~ CLASS 'II' RI AP 36.00`'' ~
' I N ~ 32:00~ ' ~ ~ CCAI P EXIST.
' i o PCStao 7f22~88 DRC ~ TIE. TO EXISTING. ~ ~ EXIST; , :9 C C~ E
. ~ ° DITCH RAVES r Z N ; MARKED G
' PTStn° 7f79a6E z 0 aoaaoaaaa o PIPE ~ ~ ~ YI'E 350 TYPE 1!( 0 57° 05' 3806" ~ o~ ° H° --a- _ :N- 1- ~0 ~~EI..~ F °0 ° ° "W
a ,CLEAN UT ~ 'EIP w ~ 98"CHL N56°59'34"E J43.25, EIP ~ 60' WW Exl T iw - - -L4.EZ~~ - ~1 ' - - - - I ~ 4. ° ° N TYPE 350 3p- W _ I ~
N5& 12`52"E N54° ~58~~E i N56°52'40"E 306.51' ~ - - - - - - - - " l ~ C F EIP 15° _ 36° U/G T o T . F _ oSB o°~ooo oE~a °oo BG Q o o TYPE 350 ~ n
N ~ T BAR ; ~ T - - - _ - p -L is °
_ 'Y . ~ - - - YARD BLVD Z0.0' BST U RI22BR N EXIST RNd -~Y (I 0 ~ WOOD GD Hw - - W , TY E 350 30 W
O ~ _ `U' ~ It 4~ Q ; 6?DUCTI LE PILINGS ~ p°°, 4'x4' P H F F ~ ~ c Nc o o coN _ Rr~--~.____~ , W
"UU" / ~ N 55° 31 ` 4507 E - - - - ---w - - ~n w a ,3.,---- REMOVE AN T 30' - l x , ® ~ - _ ~ 69.65 = 69.53CL 3 RIPRAP ° C - - - ~ C, C ~
° ROBERT J° OVERMAN 2 OU _ _ Q i (@ MIN° SLOPE 0°3%) i5" cP N ~ DB 1541 PG 589. ~ ~ HW - - ~ , r , ' 3 TO S
Q BK NW K EST. DDE - 12 C ~~I - EXISTI I c~ _ }GRA E~ T ~ RAIN~~~ ~ C ~ ~ 1 L_~+75 60° W ~
EIP _ X X-- - X38"~HLX A E-L- +70 C - ° ° - IPE C C 48"rE-IL C_-____ - METER~~ - - @ 113 7 ~ - R~T,~ X A~ ~ ~ ~ ~ 55.40` & Z w/METER~~ w 24" RCP r EXIST. RAN/ _
~ CL ANOUT / C C C C n 9.Q0 W/ N ~ w XIST: C ~ ~ ~ ~ oW FLAP GATE ~ ~ SPECIAL CUT DITCH 5' X Ip' ~ F - +1.8.34 ~ m m CLASS 'B' RIP RAP ~ ~ 9' 9' -L- +31 ~ ~ @ MIN< SLOPE ~ GRASS LINED
° o GRAPEVINE SPECIAL CUT: ITCH -L- +37 ~ ~ coNC DR (FEMA BUYOUT) N J GRASS LIN D 65.00' ?a~ -L- +37 ~ 55.00 ~ s SEE DETAIL 'A' PAD EST. 3 TONS = I 66.
P ~ Is BK D Q ~ F° DAUIS ~ (FEMA BUYOUT) SEE DETAIL 'A' ~ 15.00 ?a~ o ~ ) SPECIAL CU ~ ITCH ~ N ~ m MODIFIED CONC, FLUME U
N I s BK D LILLIE _ N -Y +0 F D ' z ~ EIP DB 531 PG 321. ~ y JACK R° BENNETT 0 1 S ~ ~ & CLASS 'B' RIP RAP PTSta° 16f3fe68 Q
' _ 1 ° PG 234 SWIMMING 44.00' ~ C ~ x ' ~ ~ 'I SEEADETAI E'~' N ~ W/ CONC, DITCH f- C ~ ~
BARN m ° DB 138 OOL EXIST. ti a GARAGE p I ° EIP ~ ~ ~ F ~ ooos ~ ~ -L- +3o I CS 15+46°l3 i ~ X ~ 58.00' & ~ PASTURE
CONC DR ~ X DOG 98" CHL 142,20' - N60°44'3P- E I 239,06 EIP TO COR PEN S60°44'31"W C _ ' I~ ~-L: +75
EIP z ~ ~ . , 237 ' .53 COR TO COR S61°20'20"~ w C to ' ~ COUNTY OF WA NE ~ ~ ' ~(EXIST.RI~ ~F` ~ pB }716 PG 57A~ io ~
~ EIP m _ ~ _ GARLAND DoJOYNER ~~m. m ~ x o
~N END CONSTRUCTION JESSE R° DAUCHrRY -Y- POTStao Iif0Oo0O _ _ _ _ _ _ _ . ~I! D 3 _ _ _ a Y- +00 ° m ~ w I~ DB 1028 PG 197
~ B -552 PG 589 ~ ~ SOIL OR' - - -li- ~ ; , ~ W ~ Dlt OR' I ~ 40.00 & _ v~ o ~ - N
N IS B{< D JAMES ~ o _ ALLENE H° LAWHORN - - _ II z I~° HARRlS ~ Q `ifi - - I~ EXIST. RtV+! ~ ~ m m
G 35 DB 864 G 594 ~ ~ DB 715 P I S F 0 REMO E CONC OR ~ N ~REMO E~~ I ~ + X ~ N
BARN z ~ ~ ~ ~ m
IP IS BK D l ~ N N ~ I I X l SILO
X--~------~_ - ?BARN w- 48„ CHL ° XBM~IO~
N6 56 II"E ! 8.67' EIP~~---- 23 ' 0 CO 7,02 E R IP T0~ Cp,q ~ ~X ~ -BL- STA. 15+9 00
S60°27'g3°W 206,0' RT - ~ ELEV=67°46' ~
CONC D ~II ~ ~,II D 4'?, a I S BK
P EIP ~ r` v~ z 3~ ~ 60' a
98" CND PG 92 ~ ° f39<04' DB 612 z ~ ~ ~ ~ z ~ ~
-1 x S61°49'17" SO1L DR N w W ~ z X ~ W X ~ ~ ~I
EIP ~ WANDA D. BRYANT ~ J W yV Z W m
24 PG 619 i.r~ = POTStao IOfQOoOO DB 12 X ~ ; ~ 238,69` COR TO
~ 48° CNL~~----E-I~-----_._ W
~ ~ ~ N60 44'31"E EIP Nm N a W w ~ J p N N ~ P7
C0 ~
N N ~ I s BK D ABETH D. STILVVETL ELIZ T M D SOR I PT IO DA U IV -PT IOIV
z C I S BK D Z 300 ~o DB 787 PG ~ _
1 NE LOCALIZED COORDINATE SYSTEM .DEVELOPED FOR THi SLOPED FOR THIS PROJECT
so~c aR ~ IS BASED ON THE STATE PLANE EOORDTNATES ESTABLI rNATES ESTABLISHED BY
a z NCDOT FOR MONUMENT "B3538- i " ' ~ , 33538- i "
E Q ~ IP eaRN WITH 1dAD 83 STATE PLANE GRID COORDINATES I GARAC ~ II 4s"c 240.45- NORTHING:583508.243offt)EASTING:2288381;9370(~ 'COORDINATES OF
G, 2288381;9370(ftl
_ ~ 31E EIP THE AVERAGE COMBINED CHID FACTOR USED ON THIS Ih CoNC DR - AGROUND TO GRI01 IS; 0.99987619 USED ON THIS PROJECT
136.57` EIP 70 - ~ II _ coR -II THE N.C. LAMBERT GRID BEARING AND ~998A619
~ 561 49'17,~W`-----~ , ~i ~ ARING AND
EIP' X11 ~ TRAM E, ~ LOCALIZED HORIZONTAL GROUND DISFANCE FROti x ~ ~ ETHEL S° GRAN ~ ° " - - - DISTANCE FROM
~ ~ II Ls aK D . ~ 83538 1 TO L STATION.6+90.00 IS z DB 1330 PG 398 ~ s+9aoo Is PL Sta 7+51°32 FL Sta 10f88°22 P1 Sfa 12+37°26 PI Sta 15+88°92 Pl Sta 17+30>68 ' ° 33' SS.o~ ~ ~ _ 07` 59°4" IRTJ ~ = 7° 45' 0609" fLT) ~ = 9° 19' 01°8" lRT J ~ = 3°16`.04°l° IRTJ ~ = 3° 14' 20°I" l r T l
I_ ~ ~ 521,19' AT A BEARING OF S 52 ° 33' 55.07 " W ~ CONC OR N S°' ~ I z ALL LINEAR DIMENSIONS ARE LOCALIZED H0,4IZONTAL D. HoRrzoNTA~ DISTANCES D - l4' 19` 26x2" D = 5° 43' 46°5" D = 5° 43` 46°5" D = 3° 49` II°0" D = 3° 49' 1!°Q"
P 6_x'7 X II EIP VE,4T ICAL DATUM USED IS NAVD 88 NAUD 88 L = 56°76` L = 1.~5e31' L _ ..162062` L = ®5055` L = &4079'
'N MORRIS C. PATE. 3 242,54'
~oN DB 511 PG 58 ~ ~ EIP T = 28044` T = 67x76' T = 81049' T = 42°79' T = 42°41'
I~ - POT 5+00°00 ~ ~ = _co B L 3 R _ 400°00' R = 1,000°00' R = 19000°00` R = 1,500°00' R _ 1s500°00'
~nLnQ _ _ z 60
a~ POT 10+04°09 T (1.2°46 LT°) Qm ~ ~ a ~
(U j w ~ cc X I.~-[ W
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RROJECT REFERENCE N®. SHEET NC9.
B -3538 5
SHEET N0.
R®ADbYAY DESIGid HYDRAULICS ENGINEER. ENGINEER

~ ~ i. f
0
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J

(FEMA BUYOUT) ~ M
_ DAVID E. WARREN 2 ~
DB IIII PG 625 6~. w
h ~ / J z
\ ° BL-6 POT 32+82013
. 6 90<46~ ` /
TO COR ` 5,6 / / POT 3Z+56.x88 -L- (15040 RTJ
2 ~2 W
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SD~C M PASTURE S£EGARS (AMPLY LIMITED soi~, ~ PATNERSHiF
L oR~,, l / / DB 1571 PG 887

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DETAfL A
SPECIAL CUT DITCH (Not to Scale) / / N66 °52'22°E
l-Front
~ Ditch Natural I ~e Slope
Ground ~ ~p'C p ~
/ /
Mine D = 1,5 Ft.
STAol7+75 TO 19+25 -L- RT
STA° 17+60 TO 19+50 -L- LT
O ~ / / a I l
DONALD R. SMITH
DB 1713 PG 477 ~ DB 1539 PG 117 /
PC B SLIDE 2Z0
/ /

~ ~ woods DONALD Ra SMITH
i i ~ I DB -1713 PG 977 PC B SLIDE 270
I ~
PTS f
o ~ /
-L- POC f - Stoa 25 00<00 END TIP PROJECT B 353 O
o
CO I L
~9 J ~ ~ I I
I. I I
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STA° 19f67°01-L E~UD
Q ~ I ~ PAh~ING LIMI7~S
I I
-L- +73.z6 0 0 , I i ~ ~ ~ 3b:00' & I W ~ L- +70 PITCH CLEANOUT
F.~iST ~ I s ~ ~ , SPECIAL CUT DITCH La Oo3~7% SLOPE FROM STA 19+50 TO g~x D Q, GRASS LINED ~z.oa ~ PCStao 23f59e28 ~ .
~ SEE DETAIL 'A' EXIST. RNV INU° @ 15 RCP d- ~ , I ~ EST° ODE = 18 C. Y° ~
i I I G o' ~ ~ i
' ~ I ~ C C C C C C C C C~
15 - - W ~ - - /
~ A - - ~ 1
r~ o SR l22 BRYAN BLVD 20.0' BST V / i~ S55°00'23°
o ! /f ~ (V N 57 07 2206.E , o
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~ 5, X I0' , GRASS LINE ,
-I CLASS 'B' RtP RAP , I s BK o SEE OETAIL A
PAD EST° 3 TONS , ~ _ ~ -L: +36
~ ~ 39.00' ~ EXIST. R~
W m PASTURE ° GRAVEL DR
Q T n (GPS 83538-27 PINC 26+81°74
GARLAND D. JOYNER ~ THOMAS R° SWINSON g GARLAND D, JOYNER
DB 1028 PG 197 I - - N DB 996 Pc qlq POC 24+03025 ~ U5°76 RT°? ~o DB 1028 PG 197
° (FE1~A BUYOUT) N ~ ~
w O N ~ ~ O
m N o GARLAND D°JOYNER _ U, o DB 1028 PG 197 _L
P1 Sta f 0 8 f
17 3 a8 Pl Sta 24 88059 B ! fl ~ ! n
;6 X ~ = 3' 14 20,1 lLT) ~ = 55 28 2504 (LTA
- ! » - ` ! a , x e D - 3 49 lle0 D - 30 09 2004 ~ S57°07 23"W 100.00' _ ! _ !
L 54079 L 227007
~ - ! _ ! T - 42041 T 129x30
R = 195DDaD0 R = 190>OD

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PR®JECT REFERENCE Nth. SHEET N~.

B -3538 6 Z
SHEET Nb.
ROADVYAY DESIGN HYDRAULICS
ENGINEER ENGINEER
2
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,OI , ~ w ~ 6~I o ~ ~~"'OB 1713 PG 977 ~ ' ~ DB 1539 PG 117
-L- POTSta> 6+90°00 EEGfN T1P PROJECT ~-353 ~ ~ ~ r" ' ~ ~ = " PC B SLIDE 270
, ~ o ` i i o o + ~ ~ J, NELSON KORN dELSON KORNE-GAY ~ ~ CREATE 2' X 4` DEPRESSION- -DET - P0TS~'0° ~~'T~°O5
~ _ PINC 14 86°88 ~ ,z ~ ! DB819PG2 DB 819 PG 20 N ~ ~ INLET OF 12" CMP BY
~ HTR C 12+12°00 (3°13 LT°) I EXCAVATING TO PROPOSED INLET INVe ~ '
' ~ (FEMA BUYOUT) I ~ ~ a ~ ~ ELEVa 71x4 TO ACHIEVE ' ' )CStgo 1if94° w ~ I' MIN. COVER 2 SHOULDER POINT Bf_-5 17+85.38 PING ~ 93-L-`~"~ ~ STA 13+16 -DET- ' ~
EN o~~ POCStao lif9 ~ ~ DAVID G. WARR z _
ARREN ! ~ i ~ .f DAV~o G° W e 722 ~ POTSta° l2 l~ : DB 1301 P i r _ W , r W ITSt4a 12fJ7°081'- ~ w ~~z POT 15+10.25 15081 LTa) PTS~tao + 3 ~6 Z
DB 1301 PG 722 , C0 o MB 02 PG 49 MB 02 PG 99 ' ~ ~ - - ' ' DET- PTStC N63°52 23 E~ DET PTStae ll f95°42 =T - PTStao 12+63°62
i i EIP ~ 12.92 i i W I N 1 I i I
' , 4$° cHL ~ ~ 4' X 8' X i i X 137.69' 98" CNL PTSta° fOf20o47 ~ ' TYPE 'B' gA i i i ~ ~ ~ TYPE B' BASIN ~ ~ I ~ , i
i ~ b N 3°52'23° - I I3 I ~
I P PRCSta° 11 f55°77 r,, W ' I ~ MADIE D° BELL E , -DET - PCSta° 15f46°54 ~ I',
W ' ~ ~ ~ DB 1325 PG 49 g i I z ,
Q , N x -DET- PCCSta° Iff42°76 I ' PTStae 13ff8~3~ cuLT W , tae 13f18°39 w ~ ~ ~ ~ ' ` iS01L~RD i ~ ~ ~
' i X- CE ETERY = , -L- +68 -L- +68 N 2 ' ~ ~ ~ o D ~ ~ -L- +27 I
X ~ , 200 MARKED & UNMARKED GRAVES i i gp,00' , ~ (FEMA BUYOUT) -L +15.50 , W so.oo! ~ ~ ~ ~ -DET - f'TStae 16f47<20 WDS - wooDS ~ ~ soI RD at.oo~ &
o, ~ - - EXI . R1W ~ , J N I s F D DET PCSta° IOf00°27 ' ~ , 46:OQ`~ -L- +33.4'7 ~ ; -L- 173.26 ~o;
~ . 1 Q r~ ~ ~ _ ~ ~ E ~ J , ~E , E PC tu° l~~° ;~7 I 136:00 ~ S ! ~
i ' -L- +20 -L- X1.70 , F. - ~ X q, ' 'X G- r-- F -L-+4 3 ~ EXIST:P~ Bu(D )EP ESSION cv ~ I , \ 3 ~ i ,
, ' ~ X~ EXI5 RrW ~ DEP ESSION~ I ~ ~ 32.00` ~ ~ ~ -L-
~ CQNC ° EXIST. ~ ~ o PCSta° 7f22°88 OR o i i T' I I I i i i
' N MARKED GRAVES ' ~ - ~ ~ Z N ~ ~ C 2- C _ EIS ~ING R/W ~ ~ ~ i
i i z ~ I ~ F--.- PTSta° 7f79~6 ~ ~ ~ ~ EI - s ao~aoa oo ~ a ~ ~ ~ WOOD ~F i , CL E RIPRAP ~ ~3° P ~ExisTlNC Riw ~ ~
I o ~ r ~ ElP EIP ~ 60" WN! EXisriNC /w ~ i E ~ i`~ ~F I44.6Z~X 48" CHL I~D.?I~ N56°59'34"E 143.25' - IiP ~ ~ 2 TGNS -=JI= ' ~ -L- HWDa® BRIDGE N0. 296 NUJ ~ ~ ~ ~ F~ ~ C` 30'S SY FIL. FAR. i ~
N5$°12'52"E N54° '58"E N56°52'90"E 306.51' 30 EIP 15" CPi ___._-.__T - IN ° 05~ ~ u ONE LANE °~E - ~L~
~ 36° U/GT 7-- BARN T
1~ , - 20.0' Bsr ° E - ~ S 1222 BRYAN BLVD ° n - 53 20 w :__.---6----- ---L°~ ~iicHwA LRIOCE_J~- _ - ET- N 57° ' 22m3" E-------- WOOD HW E.-WOOD WOOD HW w ~ - ---W w
° fr ~ -DET _ - ~ 30J W o S 55 2 - - q-Xq~ WOOD 6" DUCT}BCE PILINGS , ~q;Xq, 30' ~ I CONC ICINGS ' FRI INF CONC CXISTINC R/W ~ ~ II
® N 55 3l 45°7 E W / ri L~ _ w EXI T. _ E 6~ W 30' w ~ k>J ~ X EXISTING R/W ~I' ~
o ROBERT J. OVERMAN 2 = _ Q ~ 15 ~P I 15" CP ~ i ~X X
DB 1541 PG 589,. ~ / K Hvd _ Q II BK HW ~ x-__.~ EXISTING R/W q`3" ~+75 60 W -"~X X X i
EIP X X X 98" CHL EIP ~ X 48 CHL - - ~ - POTSta° IOf00°00= ER-~ X ~ 55.00' ~ w EXIST: I
W/MET o 3 ~ n & ~ - +13.39 ° a t I
~ -L- +31 0 0 ' APEVINE r C0 -L- +37 -L- +31 ~n , ~ w ~ ' 66. ; 55.0o m ~ PTSta° f6~`-31°68 X
~ ~ L- +01.75 CONC DR GR ~ ~ ~ b6. ° J EXIST. (FEMA BUYOUT) ~ 65.40 M ~ v~ I S BK D Q ~ m -E~dOg POUT)
N ~ I.ILLIE E° DAMS ~ a ~ _ _ ~ '1 ~ I s BK D N 9. -Y +75 I s P D ~ . DET C, z c, = EIP DB 531 PG 321 ~ ~ E(~NETT _ DET - CSta° l2 ~2°73 . A ~ '
~ I m__ 0 44.00' & ~ ; o x m DB 13 PG 234 SWIMMING -DET - PRCStao f5f96°86 5 =GRAVEL DR
o GARAGE BARN ~ OOL EXIST. RNd o ° a o ~ ~ X X ~ WOODS ~ ~5~.00`~ ~ f~CSta° f5f46°f3 PASTURE GARLAND D. JOYNER~ THOMAS R.
CONC OR EIP ~n _ ~ X DOG ~ ~ ` ~ 48" CHL 192.20' N60 44 31"E 239.06' EIPi`---- ~ PEN o COUNTY OF WA NE
EIP ~ r0 COR S60°4 '31°W 237.53' CO 3 ~ ~ 574 Y OF WA~~NE ~ v-L-- +75 DB 1028 PG 197 u _ DB 996 ~ (EXIST. R~4Vj ~
s612o'2 ° _ R ro co DB 1716 PG O W EIP r a j m I 3 m ?16 PG 574 ~ ~ W ~ ° (FEMA B X - ~ ~ GARLAND Do JOY~IER
rim U m X N END CONSTRUCTION A JESSE R° DAUGHrRY -Y- POTSta° l1 f00°00 _ _ _ _ _ _ _ _ _ -~I~' N ~ +75 0
DB 552 P ~ s ~ -m G X89 75 ~ ~ w ~ DB 1028 PG 197 m w ` _ o
N ENE N, LA!rt!HORN SOIL DR II ~ 40.00 & z 15 gK P JAMES M° HARRIS ° N ALL - _ EXIST. RNd ~ ~
DB 864 C0 DB 715 PG 35 ~ I~ X G 594 ~ ~ IS F D ~ X W A ~ 8 ~ 'N ~
CONC DR ~ N BARN z I 6 x
IP ISBKD X ~ S57°07'23" ~ ~ # 10~ ~W ~ S1L0 END PAVEMENTDWIDENING
?BARN M # 10. ~ X`q ° C ~j ~ T
HL N6 T - - 5611E 18.67'EIP TAO x BL STA OR _237.02' EIP, TO C -BL- STA. 15+92.0
'1f- s ~R___ 20600 R 60 27 q3 w ELEV=67~ 20600' RT w ° ~ STA.IIt38.90 -DET- LT. EC_EV-67,46' ~ BEG.PAVEMENT W1DENfNG ~o
coNC o all ~ III ISBKD ~ ~
CL 0 3 ~a'R~.
EIP PAUL J° AROMANDO - - z 60' c " 48" CNL ~ OB 612 PG 92 ~ Q N 2 !39.0.4' ~ _ r- W' ~ N~` 70' RAD.
Df~ ' N x ~ 'S61°g9,'il`W SOIL ~ w X J ~ ~
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WANDA Da BRYANT G 619 POTStao IOf00°00 • w lj b z N ~ ~
DB 1229 P _ ___r___ 238.64' COR TO X 48" CHL-- EIP ~'o`'' STA.12+76.54 -DET- RT. ~ W END PAVEMENT WIDENING
~ ~ ~ N64 44'31"E ~fi=--- EIP N oz o ~ o~ ~ STAJ2+09.73 -DET- f7T.
-N N ~ N o ~ BEG.PAVEMENT WIDENING
'm d IS BK Q N ELIZABETH D° ST)LWELL p
Z ~ U 3 z ISBKD in - o - DB 787 PG 300 e,
P . CO L(7 STA.15+80,21-DET- LT.
- SOIL OR ~ ~ ~ ~d .BEG. PAVEMENT WIDENING
O RAo-. a ~h h~ b0
~ IP Q ~ BARN GARAGE ~ II 48" C L 240.45' x~ ~
x Ila ~ v 3 N60°94'31 E EIP STA.l5+31.42 -DET- RT, x~
~ - Iii BEG. PAVEMENT WIDENING 7D,RAD ~d
~ _ coNC DR ~ 136.57` EIP TO CO `"II II STA.16+03,54 -DET- RT.
1- R W S61°99.,17„W END PAVEMENT WIDENING
~ EIPr ~I ti ' X ~ ETNEL S° GRANTHAM o
C9 ~ N ~ II I S BK D 330 PG 398 ~ C0 -.DETOUR- END PAVEMENT WIDENING
cn~ _ DB I ~ ~ U IU _ coNC N Pf Std fOf71<52 f0f71<52 PI Sta I1+70°41 PI Sta 12f44°40 f l Sta 15~74e08 PI Sta l6+24°40
~N ~ ~ DR z ° ~ ,r ~ - ~ - ~ - 2 08 14°4 fL 08' 14°4" fLT) ~ = 43° D6' 00a0" lLT) ~ = 46" 5l' 2300" ART) Q = 57°41' 19of" fRT) ~ _ 57° 39' 3505" tLT)
~o°o Co PATE II EIP _ ° , ~r M~ MoRRis D f 30 00°0 30' DDeO" D = 81° 5f' D4aD" D = ll4° 35° 2906" D = /14' 35' 2906" 114°.35' 2906"
!cc DB 511PG~583 292.59' ~ EIP ~ - f 2 ~r 4s" c~oi' 4 °4 X2049` ~ = 52,66' L = 40°89' L = 50°34' L _ 50°32`
(~I- ~ o ~ ~ L 153"E~-~ '1025` T = 27064' T = 21°6T T = 27054' T = 27°52`
a~ _ z 60 , z R 39819e72 39819°72' R = 70o0D` R = 50e0D` R = 5Do00' R = 50000'
Z F.
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L _ ' PR®JECT REFERENCE N0. SHEET N6~,
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N - 8 -3538 8
R®ADNfAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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