20100063 Ver 1_Site Plan_20100727

REVISED JULY, 2010 PER DWQ LETTER DATED JUNE 28, 2010
FP.A.l\TI~LIl~T C 0 LINTY
C ONN CTION ROAD
FRAl~TKLIN C 0 Ul~TTY
AIRP 0 RT - P E RMITTI F'RANI~LIlV COUNTY, NORT COUNTY OFFICIALS
CHAIRMAN ROBERT L. SWA VICE-CHAIRMAN PENNY MCGHEE COMMISSIONER SIDNEY E. DUNS COMMISSIONER BOB WINTERS :T L. SWANSON
MCGHEE-YOUNG
E. DUNSTON
INTERS
CONIMISSIONER DON LANCASTE COMMISSIONER HARRY L. FOY, COMMISSIONER SHANE MITCHE COUNTY MANAGER ANGELA I-IARRIS ANCASTER
L. FOY, JR.
MITCHELL
,A HARRIS
PUBLIC UTILITIES DIRECTOR BRYCE MENDEN O MENDENHALL
BOX CULVERT
~d O~ ~ U.S. HWY 401 c-o6 c-os
~ c~ BEGIN PROJECT
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C-03
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3 1 FRANKLIN COUNTY
N~ END PROJECT MUNICIPAL AIRPORT
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NS AND PROFILES K. ti°
B NA e-~ MUNICfPAL AIRPORT C-il THRU C-14 CONCRETE BOX CULV ~ ~NO~ao X-1 CULVERT CROSS SEC SqM NORTON RD DF-O1 THRU DF-08 DIFFUSE FLOW PLANS IX CULVERT PLANS ~
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Consulfin En ineers, Surve ors ~c Land Planners
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~ ~m z Southern. Pines, North Caralina 28387
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p A v 300 S.W, Broad Street, Southern Pines, North Carolina 28387
Phone: X910) 692-5616 -Fax: (910} 692-7342
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REVISIONS
SYM. DESCRIPTION DATE BY
1 REVISED PER NCDOT COMMENTS 09 15 09 TFW , y CURVE N0. 3
PVI STA. 31 +07.14 2 REVISED STREAM AND BUFFERS 03 i6 10 TFW c~•;
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f J 4 REV. PER DWO LETTER DATED JUNE 28 2010 JULY 2010 TFW s NN : E 2196121.91 ;y• ~2• ~i;
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REVISIONS
~ ~ ~ ~ ~ 1 . • ' SYM. DESCRIPTION DATE BY y ,~1
1 REVISED STREAM AND BUFFERS 03 18 10 TFW ~ a~~''
'ti • 2 REV. PER DWQ LEffER DATED NAY i7 2010 MAY, 2010 TFW , v ,I,,=
~ ~ \ ~ ~ PROPOSED I ~ , ~ ~ ~ ~ •~t . , : . ~ ' • • 3 REV. PER DWQ LEfIER DATED JUNE 28 2010 JULY 2010 TFW ~ ~ ~ ~1~'.
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" REVISIONS
100 YEAR FLOOD LINE PER NOTE: ~ +QO SYM. DESCRIPTION DATE BY '"a~
• FEMA MAP NUMBER 3720188200) +00 ANY GUARDRAIL CONFLICT , 1 REVISED PER NCDOT COMMENTS 09 15 09 TFW ~ "'••~~~~'ti,, ° , 185 2 REVISED STREAM AND BUFFERS 03 16 10 TFW ~ ; N
~ EFFEGTIVE DATE JANUARY 16 2004 _ WITH BOX CULVERT ~ 185 _
E-- ---E STA. 46+35 REFER TO NCDOT STD. 86_2.01 3 REV. PER DWQ lEffER DATED MAY 17, 2010 MAY, 2010 TFW =
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SYM. DESCR{PTION DATE BY ~
1 REVISED PER NCDOT COMMENTS 09 15 09 TFW
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EASEMENT (TYP.) --E 3 REU. PER DWQ tETfER DATED MAY 17, 2010 MAY, 2010 TFW ~ ,sr
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4; ~
a , 4; ~ ~ j i ~ I ~ I ~ ' ~ ! u~ REVISIONS 1
55 i~ !il SYM. DESCRIPTION DATE BY a~"~~~u+
E ~ +50 { ti Z I t ~,'~+ti.
175 +5D ; , ; N I ~ ~ ~ ~ N i ` ( 1 REVISED PER NCDOT COMMENTS 09 15 09 TFW ~ ; ~ ~ ~ ~ 2 REVISED STREAM AND BUFFERS 03 16 10 TFW : ~ ~ ~'s
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SYM. DESCRIPTION DATE BY ,4~ oa
1 REVISED PER NCDOT COMMENTS 09 15 09 TFW ys~~ o ~N
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_ _.....,_._..a...„...~.~.... ,,_,~...._,___L_~ . _ _ _ ...a.._..~ , _ 0. , r O ---I- _ _ _ ~ ~ m ~ . , ~ .w _ ~ DEStDNED: TFW
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10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+ 00 18+00 0 19+00 20+00 21+00 22+00 23+00 24+00 aF;

NpTE;~t FGR AGEiNG~' APFY~VAI
BENCH MARK: NAIL, 6J1 9A.38' 49 LT. OF STA.. 45+84.ao .HYDRAU.LI,C: DATA .ELEV. 236.28 -HUB RD: 17ES3GN .DISCHARGE = 1200 . C:F.$. FREQUENCY OF DESIGN, 'FLOOD = 50 .yR3.' SPEC:~FIGATIONS -.,~,w_wwww_,._~._w.:___.__ A»A»S.H»T»0: tGURRENT)
D0 MDT. USE. fOR , ~ ASSUMED LIVE .LOAD --.._r__..w..~S20.OR ALTERNATE LOADING. ~ G'~N,S1'Rt~770N ~ J 'i?~
e.
~ ~ DESIt~N FILL~ww~.w_wwwww_wwww T~00 FT. TO BOTTOM OF TOP' SLAB t ~ ' VS W~
REIN~•ORGING STEEL:.IN TENSION . GRADE SOwrwrwwww~4~,000 LBS» PER SQ. IN. ~ N
~QUIWALENT' FLUID PRESSURE 'OF :EARTH -wwwwwwwww_wwwir .30 LBS» PER GU» FT. Y•N, ~-/i
~ , tMINTMUMy
ao, DESIGN HIGH WATER ELEV.. 230.15 • ~ ~ . 3" ~ VYEEP ~ HOLES INDICATED TO . BE IN ACCORDANCE, WITH THE .NCDOT STANDARD ,
. SPECIFICATIONS. ~ ~ ,
°Q z ~ ORAIWAGE.AREA 18H8 ACRES' ~ 60°00'0 ~ ',CONCF~~TE; IN .CULVERTS TO 'BE ~ POURED IN' THE FOLLOWING ORDERa ~ ' . ~
~ ~ (70 TAN T?~~ BASE DISCHARGE tC100) = 1541 C.FS. 1 . 1» WIN1G FOOTINGS AND' FLOOR SLAB INCLUDING 4" .
. ~ OF ALL VERTICAL WALL'S. ~ ~ '
= I . BASE tIIGH WATER ELEV. , ' a 232:06
m 3 ' 2.1`HE ~REMAINTNG PORTIONS; ;OF~ THE.; WALLS AND WINGS fULI .
HE:IGHT'FOLLOWED.BY ROOF SLAB AND HEADWALLS. ~ : ~ ~
. THE YCfONTRACTOR SHALL GHEGK'.THE~. CENGTH~ OF CULVERT BEFORE STAKING IT OUT TO
~,~0: ~ J OVERTb.PPING FLOOD ' OAfiA. , , PROPOSED GUAR.ORAIL EXISTING OVERTOPPING DISCHARGE... :2736 C.F.S. PER NCDOT STD. 862.01 WETLANDS . FREGI~NCY . OF' OVERTOPPING' Fl:OQD = . ,BC.O' YRS.+ 4 % OYERTbPPINC FLOOD .ELEV.; s ' 25.20 ' fi CULVERT.. ~ Or STA. 47183.00 - U9 RD- T TOTAL 5.TRUCTURE QUANTITIES:' A ~i' R~ I ~`j~~' CCA55 A CONQRETE T / P~~f~~ , 0. ~ ~.0~`, BARREL A ~ -,x.737 CY/FT 205.3 C.Y.. G~O,s~ 'y ~ 'l ' WING ETC. 35 9 C;Y. ~ ~R TATA4 240.7 C.Y.. \ " . MAKE CERTAIN THAT ;IT WILL PROPERLY'TAKE CARE'OF~THE.:FILL.. ~ ~
~ ~ a
THESE: PLANS ~-HAVE BEEN. DEVELOPED FOR FRANKLIN COUNTY. -:-.THE CLIENT ~ OR
• ~ ~ ' COLJN1"Y SHALL 'NOT REUSE . OR ~ MAKE 'ANY MODIFICATIONS' TO THESE PLANS WITHOUT. ~ . THE PRIOR WRITTEN AUTHORIZATION OF WETHERILL ENGINEERING, 'ING. d
' ~ DIMEP~SIONS~. FOR WING .'LAYOUT 'AS'; :WELL 'AS ADDITIONAL REINFORCING STEEL
EMBE~C?DED. IN BARREL' AREA SHOWN ON WING SHEET Cw14»
~TRANS?VERSE~CONSTRUCTION~,JO.INTS SHALL~•8E USED'IN THE BARREL,'5PACED
. ' ' TO 'LT:MIT T.HE POURS TO: A ~MAxIMLJM ' OF 70 FT» .LOCATION- OF JOINTS SHALL
'BE ~ 5L~BJECT TO APPROVAL OF THE ENGINEER» ~ ,
~ ~AT•TH!E CONTRACTOR'S OPTION, HE MAY'~SPLIGE THE,'VERTIGAL REINFORCING STEEL :xN~THIE INTERIOR FACE OF .EXTERIOR WALL AND BOTH FACES~'OF INTERIOR WALLS. d
ABOVE~LOWER WALL GONSTRUCT~ON~JOINT.. THE~SPLICE LENGTH~SHALL BE AS PROVIDED
~IiV THIS SPLICE LENGTH CMART SHOWN ~ON THE PLANS. EXTRA WEIGHT IOF STEEL DUE
. TO .THE SPLICES SHALL, ~BE PAID FOR BY THE CONTRACTOR.. ~ .Q
...NQ~: PR,ECAS3 REINFORCED ,BOX .CULVERT OPTION WILL BE~ ALLOWED.. ~ ~
. ~ A~: '3 FOOT STRIP ~'OF FILTERFABRIC SHALL BE AT`f ACHED ~ TO TWE FILL FACE OF THE , ~ ~ °
~WII~G COVERING . TFE, ENTIRE; LENGTH OF,1`HE EXPANSION .JOINT; ~ ~ ~ .
' ~ • I . ~ THE OTTOM SL B~ MAY BE ~ ~ ~ ~ ~ STEEL N B A SPLICED AT THE PERMITTED CONSTRUCTION ~ ~ a.~,
' ~ ~~1OIN1". AT THE ~CONTRAGTOR'S ~OPTION.:EXTRA WEIGHT' OF STEEL. DUE PTO THE SPLICES ~ ~ ~ .
/ REINFORCING STEEL BARRE4 34191:' LgS, • YVING ETC. 2148 I.B.S. • ' TOTAL ; 36339 :.LBS. ' SHA~.L 8E .PAID .FOR .BY TFiE .CONTRACTOR. ~ ~ ! ~ ~ , f
~ ' FOR ~~CULVERT. nIVERSION~ DETAILS 'AND PAY' ITEM, SEE ER05ION CONTROL PLANS. ~ .
. ~ .'FORT PALSEWORK AND` FORMWORK; SEE' SPECIAL PROVISIONS.. ~ ~ .
F'i0R ~ ~SLJBM~TTAL OF 'WORKING DRAWINGS, SEE SPECIAL PROVISIONS. ~ ' .
FOR CRANE'5AFETY,SEE SPECIAL PROVISIONS» ~ . ~ ~
CFILVERT EXCAVATION LUMP SUM . ~
47' FOUND"ATION CO'PIDI7IONING k1A'~'L 145 :TON$' : a4 NO ~ ~ Fo FOR UTILITY INFORMATION. SEE UTILITY PLANS. ~ GRADE 'POINT ELEVATION AT STATION 47+8,00 ='235:215 ' BED ELEVATION AT STATION 4T+83.00 =220.765 ROADWAY SLOPES 2d LOC~4TTON SKETCH ' ~ ~ ~ .
: ' M~AT'ER:IAI ~~AND ~Y~~RKMANSNZP: : ~ ~ , W W
' ~~~ExtER?' ~as . MAY.OTHERWISE ~BE~ SPECIFIED ON PLANS OR ~ IN THE SPECIAL ~ ~ W ' ~ .
. ' PROV~:SIONSr ALL : MATE~tIAL AND ~ WORKMANSHIP SHALL BE : ,xN ACC ~DANGE WITH ~ ~ .
THE JULY, 2006 STANDARO'SPEGIFTGATIONS 'FOR ROADS AND'STRUCTURE5"~OF TFE~ W 1
. , ' ~ N» .C. DEPARTMENT OF TRANSPORTATION»
':STEEL SHEEP PILING;.' FOR PERMANENT OR ' TEMPORARY. APPLICATIONS SHALL
'BE HOT RQLLED:. ,
W
CON+GRETE:
. ::UNLESS :OTHERWISE ~EQUYRED 'ON PLANS, CLASS "A~ CONCRETE • SHAI:L BE ~
USED. FOR ALL PORTIONS OF .ALL STRUCTURES .WITH THE, EXGE~TION~ 1'HATs
CLASS AA CONCRETE. SHALL.. ~BE USED IN BRIDGE SUPERSTRUCTURES; ~ . . ABUTMEPLT BACKWAt:I"S, AND APPRGACH 'SLABSo CLASS B CONCRETE SHALL BE .
• ~ USED FOR SLOPE : PROTECTION AND RIP RAPS AND CLASS `5"SHALL. ~E USED •
F FOR iJ~NDERWATER~ FOOTING, SEALS.
' ~ ~,CON~~RETE, :CHAMFERS:. ~ ~
~ ~ .UNLESS.. OTHERWISE 'NOTED tiN TN~~ PLANS, AL.L, EXPOSED. CORNERS' ON ~ ~ . A •
.`HUB ROAD- I .STRUCTURES 5#tALL BE CHAMFERED 3/4 .WITH THE FOLLOWTNG~EXCEPTIONSs ~ ~J
. ~TOP~,GORNERS ~OF CURBS MAY ~BE ROUNDED TO iwill"RADIUS :WHICHa IS BUILT INTO .CURB FORMS CORNERS, OFD-TRANSVERSE FLOOR ; EXPANSION JOINTS . a ,
I. „ SHALL BE ROUNDED WITH A i/4.FI~VISHING TOOL:UNLESS,;OTHERWISE REQUIRED
d ON' PLANS, AND trORNERS ~OF EXPANSION" JOINTS. IN• THE. ~RQADW~AY FACES
A . ~ AND..TOPS -OF~,•CURBS' AND- SIDEWALKS SHALL. BE ROUNDED' TO .A 1/4"RADIUS ~ ~ ~ ,
. WITH - A FINISHING STONE~~ OR TOOL UNLESS OTHERWISE REQUIRED ~ON PLANS»'. ~ ` ' ~ . .
PROPOSEO'~ CULVERT... . ~
. ~ R,dF'OR.CI~NG STEEL.. ~ ~4 ® .
35'-0" ~ 40'-0". cw ` ' B ~ R p
Akl. REEINFORCING STEEL SHALL :.BE~..DEFORMED WITH THE. EXCEPTION OF ~ ~2 ~ ~
BARS WHICH~MAY~BE FABRICATED FROM COLD:DRAWN STEEL WIRE,;DIMENSIONS ~y .
. ~ ~RELATIVE~i"0'PLACEMENT OF REINFORCING ARE~TO CENTERS.'OF BARS UNLESS
.OTHERWISE INDICATED IN~THE PLANS: DTMENSION5 ON BAR DETAILS ARE TO
. t;ENTEIR OF :BARS OR ARE OUT : TO `OUT AS INDICATED. pN PLANS. ~ ~ Q
EL.223.1t EL. 223.3, I i ~ EL.222.3t EL.221.Ot. EL.214.Ot _ B ~ El $21:91. WIRE .BAR SUPPORTS -SHALL BE~PRQVIDED~FOR REINFORCING STEELWHENE ~
INDICATED ON' THE PLANS. WHEN BAR SUPPORT PIECES: ARE• PLACED TN CONTINLbUS ~ ~
LINES„ THEY. SHALL . BE ~SO .PLACED ~ THAT 1"HE :ENDS OF THE ~ SUPPORTING WIRES SHALL Q . ~ • BE .LAIPPED ~T0 LOGK• LEGS. ON ADJOINING PIECES, ~ ~
. .
rEL.222.Ot
o~ ''I ~~~~I ~ ~
29.75'1 10.5'1 23.25'1 18.25'1. 19.67't .16'1
~ ~ w
~
PROFILE ALONG ~ CULVERT
N . ~ ~ ~ oil ~ ~,,.i
4.
V

~ HUB RD. UMIIIIII~g11~r~.I11~MtlI11111~~M1
• ~w?....~M•*
9'-0" " g'-p" COX5fR1~?"tt1AN 4. ~ p:
14'-0" 14'-0" ROADWAY FILL SGOPE .2d 30'=1
G.P. EL. 235:215 .
~,y......•~1 q
~n ~ 0.080 FT/FT 0.05,,,_ 7 FT~FT 0.057 F'T/ 0.003 FT/FT 3'"
.
a o
ROADWAY FILL 'SLOPE 2:1 a, r, ,y
3-S2.8AR » w" ~ . ~ WTNQ SLOPE
WING SLOP 4- 5 Gl. BARS A'3 CTS. a • ' ~ ~ <FOR 2~L FILL
FOR 2:1 FILL ~ ~ . .
. ~ ~ ~ ~ iri . ~ ~ ' ~ ~ ~ ~
*4tl82 BARS FILL FAC z , CONST. JT. b' 6''BEYEL
3-S2 BARS UPS?RFrChI' --Fr." ~ Nr I N w END ONLY o ~
2V V . . ~
I 8 ~y GRADE .-1.62% r, . f3 . 1 0
~ ~4 Bi BARS STREAM FACE ~ iy in = w I. a Nw z EACN' FACE. O 9~• z'r 9'- ~ m ~ m ~Q STAGGERED I
~ ~v~°D, ELEV. 220:765' i~'nv' ~ 3-OS2 BAR o « v~ ~ v ~ tl~ a 27~- ~ i~ CONST. J7. O 1 . O
27'•1/$"` ~ ~ ~ ~ ~~..~t p ~ ~ us
_..r__ I:
~ e I: ~o ~o - f e
_J__
1' ~ ~ ~ ~ N
3" fd WEEP HOLES Q 1Q'-0" t C7S. 3-52 BARS ' ~ . ~N
EXTERIOR WAIL. INTERIOR YVACL.
7.
CULVERT SECTION NORMaL TO ROADWAY ~I~D.EGEWA:TI.ON. ~
~:T~I,~N..,..~~~.Q~RMAL ~ T4 SKEW ~ ~
~ HEI6NT OF WEEP HOLES TO 'BE ADJUSTED AS NECESSARY'IN THE FTELD
. , ~
.
. ~ ~ NN
~ ~ ~ ~ ~ ~ auWi
LENGTH OF CUWERT T5'- °
35'-0" 40'-0'
+~6 A200 BARS A 8~ "CTS. TOP OF FLOOR SLAB ~ M6 A201.THRU !6 A216.BAR5.W S~ "CTS: TOP OF..F400R SCAB 2 8AR3 RER~MA
~ ~
N7 400 BARS A T"CTS. BOTT.'OF:.FLOOR'SLAB ' ~7 A401`THRU.M7`A41'2 8 RS'A 7'CTS.80TT.OF:FLOOR SLAB '2 BARS PFJ~ MARK
~5 Al BARS A 7"CTS. CORNER' ARS .
EA. EXTERIOR WALL tSEE BARREL SECTION ~5 A2 'BAR ~d' 7" C`tS. i ORNER. BARS
y~ EA. EXTERIOR WALL )SEE' 9ARREL SECTION) .
o~~ W2 Hll6 RD.' I I. Wb
. ~ ~
x4 81 BARS A TO`CTS. -S REAM' FACE

a ivy u. Z °4 B2 BARS A 7 CTS..- FILL fACE
.yam _ ~ m N Vl y.~j ~ J I~- Q y ~'r~C . ~ . .
o, y~ v vi o z ~ N w m ~ ~4 83' A 12"CTS' ACH FACE ~
~'y o c v ~ m mow ~ ~ STAGGERED EA. INTERIOR WALL ~ ~..0
3- «8 S2 A 5".CTS. ° o'ff' e' ~ ~ ~=~8`S2 BARS W 5"CTS N a ..•••••-•~'a~ _ ~ tO / TOP.OF FLOUR SLAB .
BOTT. OE -ROOF SLAB ~ P oa Y .
O O 1- V. 1LO°OO~OO" °v . a°. ~
. . _ ~
4-N5 Gl BARS A 3" t1'0 ~
CTS:IN HEADWALL SYMM.~460UT ~ Q ~ . V
CWLVER o.. ~ she
~ _ ~ _ , x5 A101 THRU ~5. A312 BARS :A 7"CTS. 7'' +~5 A100,BARS A 7"CTS. -
$OTt:'OF' ROOF SLAB. 2 BARS PER MAR& BOJT. OF ROOF SLAB S : A7+8' .00 ~ GULVERi o

+~6 A301 7HRU %6 A312 BARS A 7" CTS. 7" "6 A300 BARS: W 7".CTS.
TOP OF ROOf SLA8,2 BARS PER MARK TOR OF'ROOF SLAB

~ PART PLAN -ROOF SLAB PART. PLAN - FL0'OR SAAB . ~ .
. .
~ W "G ''~Jr ~
4~
a4c~~o.
IFII hl I _

RE IN~'ORC ING STEEL. . . F~~~~ ~
SILL ~F' .MATERIALS !10 Ntr!''USE FOR. '
. ~ , : .OOIVS7RUCTIOX ~ ~ BAR ~NO: SIZE: TYPE LENGTH WEIGHT . .qr.~'~, ~.~~o'
A100 10 ~5 26'-6" 8 ~ v. W
a.. 26 ld.
. ~ ~ . ~ ~ ~ Alg2 ~ 4 #5 ~ ~ STR. 22'•3" 93 ; , ~~t~;•. ~ ~ ~
2"HIGH BEAM BOLSTERS . ~ ~ ' ' . ~ ~ ~ . ~ A107 ~ # 5TR. ' 12'-2" 51 ~ ~ C/f ; .
(B.B.) A 4'-0"CTS.:
6" Ci BARS A 1'-0"CTS. 6' . ~ ~ - . - A109 Q ~ . S " 3
~ 4~/4"HIGH C.H.C.U.
Al BARS. ASOQ BARS N ? , ' ' ~ ~ C~~~~~~~P ~ ~ Aii2 , 4 . ~ #5 TR. ~ " ~ ~
o v • • • . ~ ~ ~
. ~ : ~ M1
q» AS00 BA9tS ' v , .c~ S R.~ 9 . Rr
(TYPJ CL. 2~ a ' Z» . . • 2" ~ ( ~ ~ ~ TR. 11'•7
CL: CL w ~,CL. ~ ~ ~ ~ . TR».
Bl BARS 2° BARREL 1 c~. BARREL 2 ~ , BARREL 3 .
B2 BARS CL. ' . ' ~ M
Zr
CL. 63 BARS ~6 ' STR. ~ 26'6" ~ 4 6 ~ w '1 v .
. 83..BARS. . . ~
o ~ ~ ~ A304~ . 4 . #6 ~ 0
~ Up N VT'
A3Q6 4 #6 ~ c M . ~ .
a A UPP
Q
m
3" PJ. WEEP HOLES: NOLES': m ~ A3 #6 . ~ ~
, ~ A3 r
, + ~ r
F w
4
y
i'-0" o ~ . , ~ 7/~ ~ M ' ~ ~
. I 4 ' ~ J ~ i
a, ~ A2Q0. BAR5 ~ ~
~ ~
~ ~ ~
A2 BARS gpMS TE
~ 4~q"HIGH C.H.C.U. v A400 BARS . ' CONSTTJT~ .
. ~ ~ ~ W
6" Cl' BAR5. A 1'-U"CTS.- . 6~ 6" ~ ~ ~ ~ . ~ ~ Ai 258 ~ ~ ~ ~
~ ~ ~ i 6'-0" ~ 1615 ~ ~ ~ .
RIGHT ANGLE SECTION: ~ OF B;4RRE~ . ' ; Bi 180 ~ P-
THERE ARE.10.6 C'BARS.IN SECTION OF BARREL V ~ r ' ; ,
~HE3GHT:AF WEEP HOLES FO BE ptlJUST.ED AS;NECES5ARY ~N 'FHE FIELD .
~ ~
V
-
• ~
W
. ~ . , REINFORCING STEEL - 34191~~~LB5: .C
~ Q
. ~ a a . ' . ~ ~ ~ ~ ~ ~ ~ ~ VER~'ICAL. LEG
. ~ ~ ~N3

_ .
' . ' ~ ~ ~ ~ ' . ~ ~ ~ - ~ ~ BAR TYPE
~ ~ ~ , ~ ~ . ~ ' . ~ .tBAR` ~I~EN5IONS~ aRE~ BOUT TO OiJT.y .
~
4 a\i~ Qta~0,

. . ~B~AR TYPES . BILL OF MATEPIA~
4 4Z~4 5. Z3 . 8AR ~ .NO; ~~SIZE :TYPE I:ENGTH WET6HT~ ~ ~ ~
ALL BAR p 3 2 5 Zi 2 5 Z5 3 5 Z6 ' ~ ' ~ . 5 5Zi'S 5,.285 4Z9 3 ALL BAR DIM~NS~ONS :ARE: OIJT . TO OUT. ~ . Hi 16 . ~4 5TR. ~ 9'N4" ~ 100 ~ o,`''•# J j`.
„Z" BARS p i'-0"CTS. ~ ' ~ • H2 ~ ~ . ~ ~.#4 ~ 5TR 6'-3" i~ ~ gar: •c ti v. ~ _
. Z BARS, A i 4 CTS. • . . ToP aF FOOTING . H3 ~ 4 +~4 ~ STR 2'•10# ~ 8 s W
. TOP OF,FOQTII~G~
. ~ ti ~ ~ ~ ~ .H5 4 ~'4 ~ ~ STR ~10'~2" 27 d?aN.„;jpi~
. ~ . ~ . ~ ' H6 ~ 16: ~ #4. . STR ~ ' 17'10" ~ 191
3~ o ~ ~ ~ ~ ' .h N • , ~ N7' ~ . 4 ' '~4 . STR' 12'-4" 33 ~ .
5 Ti .lq ~ • H8 4 ~ ~ ~4~ STR ~6'-3~ '17..

~ Z5 ~ Z6 . i ' ~ . ~ 1,_3a ir_0~ , ~ ~ ~ H10 4 ~4 . STR .18'-5" 49 , . ~ .
~
• Z7 -w.-;... •
Zq e _ ~ . Z8 • .
. 1 ~2 2 ~ ~ ~ . ' Pia .6 *g 3 8'-7" 54 .
i ~ i.' • •Z9' ' ' i ~ ` moo` ~ N4 ' 8.. ~4. ~ 6'~i0~ 37 ' .
. 3 6 Sid 3 6 Sid : Ni0 ~o ' . M , .
«r...rr t GQ ....w..wr rw rr irw rw" ww rr rw it..~ w rr rr rr rM w riw M!. wr tlrrlM Mi1MMYrY+~~UwY++srrwi ~ •
r'wr rr ~ ~ r • rrM4rrINM y~y~ry~~MrrrrrMrrrr 1/IIMrl~rrrrrMYMMrla rrrrrlYMl~rWrrrrrr
• ~ ~O ' . ~ ~ ~ ' , ~N7 ~ 8 . ~8 ' 3 . 9'~10" ~ ~ 118 ~ ~ p
AAItl ~ • ;1 . :1,_~~ ' 1'-8 ~ PiB~ 8 . ~5 3 ~ 8'-10" ~74
N9. 8~ '~4' ~ 3 7'•10" q2
' U ~ •
' ~ ~~..a a .M ~r ~i r- , co ~ as ~ o
. ~ ~.z z z z . z ~ z .z z ,z 51 12 #8' .5TR 6'-0" 108
~ i EXE'. JT. MATERIAL ~ , ' ~ ~ ~ . . ~ ~
' ^ ~ B . . , ~ i EXP. Jr:. E+~ATERZAL . .
h ~ ~ , • ; ii~r"Za T1 6 . #5 :STR il'-3" 70 A ~ o .k . a ~ ° ~ $ $ ' . ; _ . T2 ~ 6 #5 STR .19'_9"' .324
.
. ~ .
' 9, ~ ~ . oa. co ti ~ ~ co io in V1 4 ~ #4 ~ ..STR 9'°i~' 24 ~
8is ~ Si BARS A BOTTOM . OF ~ ~ . a • .FLOOR SLAB ANO FOOTING ~ ~ ~ ~ ~ ~ ~ ~ ~ ' . ~ V2 6 ~~4 'STR ?'-10" 3i ~ o
• ~ 6 RAD. ~D. ~ : ~ :V3 6 ~4 ~ STR 6'_6"' . 26 ~ ~ ~
~ . • ~
' l,, , ~ l~ V4 8 ~4 STR ~ 4'-10" ' 26 ~ '
~ ~ ~ ~ V5 4 ~ ~4 5TR 9'-4" ~ 25 ~ z a ~
~ ~~ti . , V5 ~ 6 ~ ~4 . `STR. . 8'_9~~ 35. ~
g~. ~ ~ ~ ~ V7 8 ~4 5TR 7'-9" 41 ~ ~
. ~ , V8 8. : ~4~ . `STR S'-9" 36 ~ ' .
. . ~ V9 8 : ''~4 5TR ' S'-9° 31 ~ . ~ .
~ ~ . ~ . B 0,:.....,,...,~„ 7 ~ ~ ~ V10 8 ~ ~4 . STR ~ ~4'-9~ ~ ~25~ . ~ ~
' .Z2'
Z3
. Z2 4 ~5 4 6'-0~ ~ 25 c~ t.
~ ~ ~ ~ r Z4 e . 2'-.iC1" 6p.. ~ Z3 g~ ~5 4 4'_9~ ~ 40 ~ ~ a M o
~
. . . Z6 ~ Z6 6~ ~5 .4 ~6'w3'~ 39 ~ .
' ee r Z.7 ~ . 2'-1~p ~ ..gip Z9~~ ~ ~ 10 #4 ~ 4 '3'-4'~ ~22
REINFORCINGSTEEL . ~ 2148 LBS . . ~
' .n.............w. FOR 4 WINGS , ~
s . ~ ~ ~ CLASS A .CONCRETE
. ~ HK: 4 ~TNGS . ' . 30.2. CY ~ '
~.R w~ 4 ~ 2 HEADWALLS 2.9 . CY
Z. 4 •.V5 3 4. V6 4 ~4. V7 4. 4 V8.4-#4 V9• ~4 #4' ViO, ...3 2 -END. CURi'AIN WALLS 2,3 CY ~ .
ti~ ii it r ~ ~ . a~ ' i~ , , . , . V BARS A i O CTS. V B , p ' . , ARS ~ . o cTS.. .
' ~ ~ ~ ~ TOTAL 35.4. CY .
' ~ a ~ ' ~a C .
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REVISIONS
SYM, DESCRIPTION DATE BY ..'~,,y ~
1 REV. PER DWQ LEITEER DAZED MAY 17, 2010 MAY, 2010 TFW y.,~ ~
2 REV. PER DWQ lkITER DATED JUNE 28, 2010 JULY, 2010 TFW % N
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12 DEPTH ` ~ , ~ ~ ~ 50 RIPARIAN BUFFER • ~ ~
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6 _ _ _ ~ _ ~ ~ ~ ~ / i SLOPE " ~ 1.0~ ~ 313.25 ~ 316.30 ~ ~
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• LINER : S75 STRAW W NET . :315.30 ~ W ~ - ~ ~ - - - ~ i:..: r U 12 DEPTH 1 ~ ~ ~ ~
E 40 LONG x 30 WIDE % ~ ~
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N ELEV AT END :313.25 ~ , - r„ ~ i t
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1" HR. PEAK FLOW - 4.00 CFS y ' ,
~ 10 YR. PEAK FLOW - 25.75 CFS ~ r~- f ~ _ - ~ ~ I- µ ~ ~ z
a LEVEL S READER DESIGN TO THE ~ ~ r ~ Z z
1" HR. STORM ~ ~ ~ ~ ° tV /
s I \ /

/ ROADWAY .SWALE N0. 3 - r ~ N0. 3~ w V
~ / ~ LINER: S75 STRAW WNET - AW W/NET - ° - ~ ~ .J W
,f ~ ` ~ 12" DEPTH
/ / E ~ r ~ I -
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~ .p ~ s r 20' 0 10' 20' 40' ®t 'U~
~ • Ir / .'r f.' ~ ~ /
~ / f`
0 OF:
~~e~

REVISIONS
' ! ' ~ ~~1 ~ ~ ` 1 SYM. DESCRIPTION DATE BY by
~ ~ t ~ j 1 REV. PER DWQ Lf iTER DATED fJAY 17, 2010 ~1AY, 2010 TFW ; ~4~~,
~ , V ~ 4 ~ J t ~ 2 REV. PER DWQ LI:ffER DATED JUNE 28, 2010 JULY, 2010 TFW ~ ~ o~ ~ • ~ M ~ :
! ~ i ~ ~ ' I ~ 1 :Y~
' ~N t s: '
9 :,Y' ~?r
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~ f \ ~ ~ 1 \ ~ i 1 ' `e, ~ " ALL SWALE DINERS BY o ~ ~v
OUTLET NO. 11 ~ ' t ~ ~ ~ 1 ~ a I ~ t ~ ~ ~ SCALE: ~ = 20 NORTH AMERICAN GREEN ~ a
POST-DEVELOPED ~ ~ ~ ~ i ~ ~ ~ ~ zo' a ~o' 20' a.o' QR APPROVED EQUAL ~ ~ o s
VELOCITY = 1.82 FPS ' ~ ~ ~ ~ ~ ~
MAX. PERMISSIBLE ~ ~ + ~ ' ~ ~ t ~ ~ ~ ~ 1 t ~ •C ~ ~ ~
VELOCITY = 2.50 FPS ~ ~ ; I 1 ~ ~
INSTALL 20 Lx10 Wx18 7HK. ~ ~ ~ ~ ~ , ~ ~ CLASS "B" RIPRAP ' ~ ~ ~ ~ ~ ~ ~ +C v coo
~ \ ~ ~ ~ ~ t VELOCITY DISSIPATOR ' ~ ~ ~ ~ ~ ~
~ ~ v ~ i ~ t ' ~ ~1 ~ ~ \
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~ ~ ~ LINER: STRAW W/TACK COAT ~ ~ ~ ~ ~ ~ ' f, r,,. ~l/ ,r' / r
o l \ ~ \ ~ ~ ~ ~ - s /
~ t ` , \ A ~ ~ ` ~ \ ..r
~J + + + + LEVEL SPREADER N0. 10 .f I . ~ + + + + 1 "/HR. PEAK FLOW - 0.71 CFS
~ O + + + + + 10 YR. PEAK FLOW - 5.14 CFS
r f ~''t i
\ -r ! ! ~ ~ if + LEVEL SPREADER DESIGN TO THE F e ~
~ ~ + I 1 "/HR. STORM I + + + +
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~ , PERMANENT, .DRAINAGE i10 , LONG x 30 WIDE + , ~ ° + ' EASEMENT (TYP.)~ ' ~ (("VEGETATED FILTER STRIP ~
° ~ ~ + ~ + ~i rr ~ t ~ ~ ~F ~ ~ ~ ~J~ 0.50% SLOPE~+ , + + ~ \ ELEV, OF LIP 290.15' ~ LL
~ ~ ~ ~ * ° ~ ' ~ r290'` ~ F"` ~ JELEV. AT END '290.00'
~ \ ~
+ 'f ~ f d ~ ~ " ~ ~ ~ LEVEL SPREADER N0. 10
N \ 1 r ~ f, . r r ~ \ ~C o\`~ ~ { ~.f, 290 ~ ~ 2~, f LENGTH . 10'
` `BYPASS SWALE N0. 1 ~'.~::::r:;.. ~290.15~ ~ L1P ELEV . '290.15'
SLOPE 13.0% 2 F ~ ~ ; ~ : N f
' ~ ~ ~ SIDE ~~SLOPES~ 2:1 e ~ ~ ~ ~ ~ _ ~ ~ ~ ~ ~ ,e ~ ~ ' f r
i ~ ~ BOT. WIDTH ~3'~.~ , ~ ~ ~ ~ `290.15 ~ 10'x5' FOREBAY 1 ~ ~ ~
r LINER P300POLYPROPYLENE s ~ ~ i ~ I Q
v ' ~ LINER DEPTH : 6" MIN.- $ 288f`r r ~`9 F _ ~ ~ F I ~ j t~ ~
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d 4++ 4+++ 4 ~ 1 N / 1 f / ~~r ~c WEIR ELEV :290.23' ~ ~ 1 I ~ ~ I ~ ~ ~ ~ Q
Q + + + i + 4 + 4 + + + + + 4 4 + f ? ~ ~ d + EXISTING WETLAND { ~ / ~ ~ ~ ~ / ~ ~ ~ ~ N °ROADWAY SWALE N0. 7 ~ Q ~
+ 4 + 4 + 4 + + ! ~ ~ ( t r j i ~'2 ~ ' ~ CONCRETE BYPASS` ~ / ~~o 1 w LI'NER~~ P300 POLYPROPYLENE i~ Q ~ ~
++++++++r f ~ 1 + + + + + + + + + + + + + 0+++ + + + + + + + i ,1 I k $s , STRUCTURE N0. 2/3 f ~ / ~ C~ 12 DEPTH f p
s + + BYPASS SWALE NO. 2/3 ~ ~ x j I a + r ik ~ 1 1 ~ WEIR ELEV :285,22' , ~ ~I ~ t, \ ~ ~ ~ ~ Q ~ 0- z
3 + + + + + + + + + + + + ' + + + + + + ~ ' °'r ~ 1 9 + i SLOPE 1fi.0% ~ i ti rM + + + + + + + + + + + + + + + I ~ ~ i ~ ~ i t ~ 1 ~ o ~ i I'-
\ ~ S DE SLOPES : 21 4. ++t+t+ ~ i ~ / ~ ~ ~ a ~ + BOT. WIDTH : 3 285 ' 284.72~~ ; ~ ~ ~ ~ ~ ~
\ i 1 , N + 282.75 _ + + + + + + + + + + + * + + + \ ~ ~ LINER : P300 POLYPROPYLENE ' ~ K:::
a ~ N + + + + + + ~i- \ t LINER DEPTH 6 MIN. .N. ~ ~ ~ ~i !i ~ ' 'k s` 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ z
~ ~ ~ ~ t ~ ENTRANCE SWALE N0. 2 3 ~ ~ ~ ~ Z
+ + 4 i + + y, ~ 4 r j '1"'~ 2~ + t + + + + + + + t + t 285.15 284.15nn~. .i 28$ SLOPE. 1.$4% ~ / ~ ~ ~ ; ~ - ~ ~ ~ z
3 + ~ ~ ~ 1 282.75 + + + + + + + + + + + N k { ,y i ~ ; w i ~ SIDE SLOPES 3:1 ~ ~ °k ~ Q
o ~ 1; 0 ~ ~ i i f BOT. WIDTH 0'~ ~ ~ ~ ~.Ll ~
~ ~ i j ~ a w 1 k ~ i ~ LINER . S75 STRAW W/ NET~t ~ ~ ~~k~, ~ Z ~ Q~,
~ ~ ~ i ~ ~ LINER DEPTH : 6' MIN. ~ ~ ~ t 8x5 FOREBAY ~ l ~ ~ ~,i 1 ~ ~ Q ~
~ 1 Y o ~ ~ ~ e. ~10 LONG x 30 WIDE.. ~ ~ ~ 0 ~ ~ ~ t ~ ~ k 1 ~ ~ ~ 1 ~ ~ ~
d .,,y,~++ ~ t + ~ VEGETATED FILTER. STRIP I t ; I s ~
o + + \ t ¢ \ @ ~8.0~ SLOPE. ~ ~ LEVEL SPREADER N0. 2/3 ` ~ ~ ; i. i i t
N + ~ \ ~ \ ~ ELEV OF .LIP :285.15. ~ ~ LENGTH 10' ; ~ E ~ 1 I I ~ Da1E: MAR., 2a~o `t + k i ' t
\ \ ~ ELEV. AT END 282.75' ~ ~ :~LIF ELEV :k 285.15' 's 1 ~ ~ 4 \ ',4 i i ~ DESIGNED: TFW
~ LEVEL SPREADER N0. 2/3 + + ~ ~ 't ~ ~ PERMANENT. DRAINAGE S t i 1 ~ 1 k j ' I, DNIWN: ~ ~ ~ ~t7p ~ ~ ~ ~ ~ ~ ~ ` ' TFW GE f f
1 "/HR. PEAK FLOW - 0.57 CFS _ ~ ~ - ~ EASEMENT TYP. t t ~ 'ti ~ ~ s $ 1 ~ ; ~ i ~ ~ ~ i s < CHECKED: TKG
0 1 O YR. PEAK FLOW - 4.14 CFS ~ ~ ~ ~ ~ ROADWAY SWALE N0. fi ~ ~ I } ? ~ sca~~ 1»=20'
LEVEL SPREADER DESIGN TO THE - " ° ~ y 1 /HR. STORM _ _ + + + + + + ~ LINER: S75 STRAW W/NET', k kt k ~ '
v + e(~ 12 DEPTH ~ ~ i + + ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ SHEET ND.
~ ~ + ti+'`+~++ per` ~ ~ ~ ~ ~ 1 ' ~ ~tt ~ i f j t 1 j \i
_ _ ~ 4 c
OF:

REVISIONS
+ i + + + + ~ T•,•,.,•,.,•,•,.,•,•,.,~ SYM. DESCRIPTION DATE BY
~ • 4 + + 4 4 + + +
1 • + + + + + ~ ~ + + + ~ . 1 REV. PER DWQ LETTER DATED MAY 17, 2010 MAY, 2610 TFW ,
( y 4 + + • ~ • • } + + 4 + + 4 + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ++i+ 2 REU. PER DWQ LE(TER DATED JUNE 28, 2010 JULY, 2010 TFW ;a a ~i: as + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + A
t •e 1 + + + ~ + E ~ + + i 4 4 + + + + i 4 4 + + 4 4 + + + + 4 + + + + + + + + + + + + + + + ) 1_ + + + + + + 4 + i + + + + + + + + + + + i + + i + + + i + + + i • + + + + ? + + + + + + + + t + + + + + + + + + + + + + + + • • Al ~r
. 7 i. + + + r % + + + + + + + + 4 + + + i + + + + + + + + + ' + + 4 • •
~ I + + + + + + •w • ~w + + 4 + + + + + + + +
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EXISTING STREAM • 4+ + - ~ • - - - - • 4 + + + +
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t % + - + \
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F/ 1 i ~ LEVEL SPREADER N0. 4 5 ' / s ~ j 7 ~ 50 RIPARIAN BllFFER y~o
tLENGTH : 51'~\ , ,BYPASS SWALE N0. 4 5 ~ 4 14 Q ~ ~ ~ a
~ LIP ELEV :242.15 SLOPE : 2.5% \ 1 ~ , , ~
~ ~ ~ ~ ~ ~ SIDE SLOPES : 2:1 L a-- c~ Z ~
~ ~ ~ BOT. WIDTH . 4 \ i , , r ~ tO * yw {O tt'S
• •w ~ .1 \ ~ , LINER : S75 STRAW W/ NET ~ ~ ~
~ ~ ~ . ~ ~ ~ LINER DEPTH : 15" MIN. ~ \ ~ ~ 4 ~ 242.15. ~ ~ 1 ~ t V Q1 ~ ~ ~
~ ~ ' ~ ~ ~ 1 ~ ~ \ f r NOTE: ~ ~ a ~
~ \ ~ r~ 1 , ALL SWALE LINERS BY Q. ~ ~ o
't 7 t ~ ~ ~ \ ~ • ~ ~ ~ ~ ~ ' r- • • ~ i V V ' A~ . ~ ! t r ~ ~ ~ NORTH AMERICAN GREEN ~ W ~ o
f I ~ ~ r . ~ ~ ~ 242.00 ~ ~ ~
OR APPROVED EQUAL y* fi N o
• ~ ~ < ~ CONCRETE BYPASS ~ \ ~ ~ \ A f ~ ~ P ` ti ti f r STRUCTURE N0. 4~ 5 1 M
• ~ ~ ~ r ~ j ~ ~ LEVEL SPREADER N0. 4 5 ~ / ~ti ~r , ~ r WEIR ELEV .242.25 a ~ N0. 4/5 O o
r., - - - ~ , i 1 " HR. PEAK FLOW - 5.08 .t. ~ ~ / 3 ~ ~ ~ ~ ~ ~ ~ ~ _ )W - 5.08 CFS ~ L'
• ~ ~ F , ~ 10 YR. PEAK FLOW 30.57 w ~ ~ ~ . : , ~ ~ ~ 1 ~ )W - 30.57 CFS
~ 1 ~ f ! LEVEL SPREADER DESIGN TO ~ ~ ,t . , . ,242,15 J , ~ l ! ~ \ . 241.15 ~ : ~ ~ ~ , i 1 /HR. STORM DESIGN TO THE
~ t ~ ~ ~ 'o At ~ ~ ~ \ ` 1 ~ ~ ~ 243.15 ~ ~ ? ~ E V ~
~ ~3 241.75 i ~ ~ ~ - - - - ~ r ~ ~ • `ti ' 1 ~ ~ (
. . ~ 51 LONG x 30 WIDE \ ~ ~
~ A ~ r ~ ~ S _ VEGETATED FILTER STRIP ~ 242.00 _ ~ ~ ®0.50 SLOPE ` ~ ~ ~ ~
_ • , , ELEV. OF L1P 242.15 ~ ~ ~ ~ s ~A ~ ~ ~ \ ~
• f`• ELEV. AT END 242.00' ~ ~ ~ ~ ~ i ~
\ i , RCA w
r • ; - ( ~ 12x6 FOREBAY ~~"-'-~--~-.L~ z
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~ ~ 4 ~ i J / / k , ~ ~ ~ O` r f f ! j
~ ~ ~ t ~ 4 ~ ~ ~ . . ~ . . . . . . . . } t { ~ ~ ! ~ / ~ f° ~ ft / DRAWN: •~l
x { `j / CHECKED: T{(~ / ~ ~ scan: 1 "=20'
3 4 t U j .a [ ( ~ ~ ~ ~ 'i f~~ ~ i ~ {r' t r
Z . . . . . . . . . ( I s ~ ~ ~ i f \ ~ ~ / r
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. . . . . . . . . ` ~ i 1 ~ ~ ' S
c 1 ~ ~ ~ ~ d 4 , 4 o ~ ~ j 1 i t ( ~ ~ ~ 1 „ / y ~ { ~t ~ 9 { [ ~ - ..rr ' D F-04 ~ I
.d ~ ~ 4 7 ~ 7 , 1 l ~ 1\ \ .
O aF:
fill 71

4 + + + REVISIONS
+ + 4 + + + ~ + + ' ' ' BYPASS SWALE N0. 12 SYM. DESCRIPTION DATE BY ~ p
+ ~ + SLOPE : 6.0% 1 REV. PER DWQ LEfiER DATED MAY 17, 2010 MAY, 2010 TF7N : """~~4y'%,~
SIDE SLOPES : 2:1 2 REV. PER DWQ LEitER DATED JUNE 28, 201D JULY, 2010 TFW , Y• ~ •
+~~`~w++++~~- BOT. WIDTH : 0' ~ , r
LINER : P300 POLYPROPYLENE yN Y~
+ ~,~4;~ , j LINER DEPTH : 12 MIN. ~ z1: ~ .~ji
a + + ~ ~ ~ 11 LONG x 30 WIDE ......••r
+I 1 ~ , VEGETATED FILTER STRIP
+ ~ ~ t~ 5.0~ SLOPE
+#~t,+*++ ~ ~ ~ ELEV, OF LIP 232.50
! ELEV. AT END 231.00'
;r 1 + r + + + t LEVEL SPREADER N0. 12 +,t}y+ i °r + ~ + `v ~ ' »
~ i ~ ~ PR R 1 1 /HR. PEAK FLOW - 1.04 CFS ~ + + , ~ ,k ~ LEVELS EADE N0. 2 C ~
' + +t+ ` ~ LENGTH : 11' 10 YR. PEAK FLOW - 7.46 CFS I 1+~+'. 4 + ~\1 ~ l e ~ i; 4+ 5 1 t r ~ \ ~ LIP ELEV :232.50 LEVEL SPREADER DESIGN TO THE * O M OD N
Sl + ~ Z C + ~ ' --23 I ~ + ~ ~ 1 ~ 1 HR. STORM
\ ~ ~ 33 ~ . ~ , , ~ + ~ 1 231 > '1~ 'D ~ ,c°_ n
+++y .~j . ~ 10x6 FOREBAY ~ ~ ~ p N o cv ~ Urns
+ s ' i ':i.'~' , •:232.5-:' ~ I ~ k O~ cam;
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~ ~ ~ { + ~ ~ ~ 231 ~i` f + 231.50 {
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I ~ + + + k t SLOPE .1.67% NORTH AMERICAN GREEN ~ w j o
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+ + ~'t I TH ' ~ ~ ~ ~ 232.10 ~ ~ CBOT. W D : 0 OR APPROVED EQUAL „~y ~ o
~ + ' ~ ~ ' 1 't LINER : S75 STRAW W/ NET + ~ ; CONCRETE BYPASS ~ „ '~i y M
~ ~ ' ~ t ~ I LINER DEPTH : 6 MIN. ~ , + + , STRUCTURE N0. 12 ~ ~ , U
i + ~ WEIR ELEV :232.60' t ~ ~ ~ f + + FI ~ ~ _ z ,
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aD ~ ~ L i ~ ~ it • i. ~ \ i i LINER: S75 STRAW W NET t / VV/NET
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~ . ~ ~ \ t \ ~ ~ ~ ~ ~ E ~ f ~ ~ ~ r A z~ ~ ~ ~ DESIGNED:
~ ~ ~ ~ ~ i ; \ i ~ ~ ~r t ~ ~ ~ ~ ~ ~
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~ ~ ~ ~ `'t \ ~ 8 ~ ti
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I ~ r v . . REVISIONS
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i 231 \ . . 1 REV. PER DWQ IETfER DATED MAY 17, 2010 MAY, 2010 TFW ~ ~~s a' 2 REV. PER DW4 IEITER DATED JUNE 26, 2010 JULY, 2010 TFW •
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i ~ ~ ~ 1 REV. PER DWQ lE[fER DATED MAY 17, 2010 MAY, 2014 TFW ~4.,y
t ~ t ~ f~ 2 REV. PER DWQ LEfiER DATED JUNE 28, 2010 JULY, 2010 TFW
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REVISIONS
SYM. DESCRIPTION DATE BY ~ . tij ~i,4
CONCRETE LEVEL 1 REV. PER DWQ LETTER DATED MAY 17, 2010 MAY, 2010 TFtN
SPREADER LIP CONCRETE BYPASS STRUCTURE SCHEDULE 2 REV. PER DWQ LETTER DATED JUNE 28, 2010 JULY, 2010 TFW ' • ~
„ 3' WIDE x 6" THICK 'st` :X; • (/}N C9;
F1,pw 6 6 NCDOT #57 STONE :y:
BOTTOM OF TOP OF TOP OF
STRUCTURE STRUCTURE STRUCTURE WEIR N : j•
• N0. ELEV. ELEV. ELEV.
„ ~ 1 314.90 316.90 315.40
GRASSED 6 6
CHANNEL 2/3 284.72' 285.97' 285.22'
3' WIDE FILTER FABRIC 4 5 241.75' 244.25' 242.25' „ / v
UNDERLINER WITH 18 Q,,, C r
OVERLAP AT ALL SEAMS 10 289.73' 291.23' 290.23' TYPE 'B' RIP RAP " o
12 232.10' 233.60' 232.60' WITH FILTER FABRIC ~ Q ^ N ~
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SPREADER INTENSITY INTENSITY SPREADER SIZE WIDTH N
o N0. (CFS} (CFS} LENGTH {FT) (SF) (FT} N
pp-~
1 4.00 25.75 40' S0 30'
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BYPASS SWALE RIPRAP ~ r
0 4/5 5.08 30.57 51 72 30 a SEE PLANS ~ ~
6 0.40 2.88 29' 30 30'
TOP 0 TOP OF WEIR FLOW THICKNESS m ~ Z N
7 0, 68 4.89 49 25 30 0 oD a ~ SEE PLANS ~ ~ ~ I.I.)
10 0.71 5.14 10' 50 30'
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FILTER FABRIC UNDERLINER ~ ~ ~ ~
F R MAINTENANCE: BOTTOM 0 ST UCTURE ~z('~z
0 0
INSPECT LEVEL SPREADER AFTER EVERY RAINFALL UNTILL MAINTENANCE: ~ O U ~ Z
0 FULL VEGETATION IS ESTABLISH AND PROPERLY MAKE ANY INSPECT RIPRAP OUTLET STRUCTURES AFTER EVERY RAIN EVENT TO SEE Z I- Z ~ z
~ NEEDED REPAIRS. AFTER THE AREA HAS BEEN FULLY 1F ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR ~ ~
a STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED ~ W ~ ~
VEGETATION IN A HEALTHY VIGOROUS CONDITION. a } REPAIRS TO PREVENT FURTHER DAMAGE. Z z Z
a w G( z
*REFERENCE DWQ -LEVEL SPREADER DESIGN GUIDELINES 0
N 0 (J LL
0 0 t
a N DAB: MAR, 2010
0 3000 PSI CONCRETE DESIGNED: T~1
DRAWN: TFW SURE DETAIL RIPRAP VELOCITY DISSIPATR DETAIL CHECKED: TKG
o NOT TO SCALE NOT TO SCALE U NOT TO SCALE scA~E: AS SHOWN
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Y SHEET N0.
N
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OF:
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REVISIONS
SYM. DESCRIPTION DATE BY a~~,
1 REU. PER DWQ LETTER DATED MAY 17, 2010 MAY, 2010 TFW : N~~4'~~, ~
2 REV. PER DWQ LETTER DATED JUNE 28, 2010 JULY, 2010 TFW ' ~ r
' ~ ~N X
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. s: s ~
NOTE; WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" 30 CM) OF RECP's
EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH QF THE RECP's. r
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. ~ n
WHEN USING THE DOT SYSTEM ,STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. M ~ 0 ~ N
C ~
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 GM) APART AND 4" (10 GM) ON CENTER TO SECURE RECP's.
N ~o
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) b ~ s
DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. :C o y ~ O
6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 GM -12.5 CM) {DEPENDING ON RECP's TYPE) AND STAPLED.
Q ~ ~ c io a.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 F04T (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. ~
2 c~ _
8. THE TERMINAL END OF THE REGP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" {15 CM) DEEP X 6" (15 CM) ii ~ ~w ~ ti7
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. "~r~
NOTE: ~ ~
* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" {15 GM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. V c"n o
W~m~;
+.J ~ ~ o ~ ~ 0
*~~3a
NOTE: cn
„Q y °o
A * HORIZONTAL STAPLE: SPACING SHOULC CRITICAL POINTS IF NECESSARY TO ALLOW STAPLES TO ING SHOULD BE ALTERED ~ MAPLES TO SECURE THE Z
B A. OVERLAPS AND SEAMS CRIT1 A PINT A N TH HANN .CHANNEL SURFACE.
VARIES VARIES C C L O S LOG E C EL - B. PROJECTED WATER LINE
1 1 - = C. CHANNEL BOTTOM/SIDE IN LOOSE SOIL CONDITIONS, THE US NS, THE USE OF STAPLE
- VARIES " SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6 R THAN 6" (15 cm) MAY ¦
BE NECESSARY TO PROPERLY ANCHOR .I .Y ANCHOR THE RECP's.
?IJ -
12" (30 CM)
SEED 8c MULCH GRASS SWALE m
(15 CM}
`F,~ ` "
~ ~ VARIES VARIES ~ ~
_ c,~ ~ J (i5 cm) 2
9 _ ~ • W W W W W W W W W W W W W W W W W W V W W W W V V W W V W W W W 7 r W W W V W W W W W W 5
U VARIES v . A. + W W W W i W W W W W W W W W W W W W W W W W W i Z ~ M! W W W W W W W W W W W W W W W W W W W U - + W W W W W W W W W W W W V W W V W V W W W W W r W W W W W W W W
~ LINER AS REQUIRED - i~- W W W W W W W W W W W W W W W W W ( W V W W V V W V V W W W W W W W
W W W W W ~ V V W W W (p1 V
(n W W W r W W W W W W (i 55CM) ~ J f W W W W
W W Y ~ J C W W ~ ~ ~ ~ W W W W i1 W W W W W
~i STAPLES AS REQUIRED ; W W j ~ W , ~ W W W W V W V W W W W W W W
W 5 3 j 1W V V W W W W W W W •W •W • W • W • W 1 W• W+ 1 r J W W Ir 1 ~ W W W W
W W W i W W W W W W W W W ` W ~ U Z W W W W W W W W W W W W ~J
W W W W W W W W W W W r ~ ^ A^ ^N.1 {r ~ n r^ W ~ W W W W W W W W '1 ( I~ W W W W V W ~ ~ Q
W W W W V W W W ~ J 11 1 W i i W W W ( ~ 1 W W f ~ r W LL V W W W _
NOTE: PREPARE, SEED, AND INSTALL TEMPORARY LINING W W W W ~ W W , W C W W W V ? V V ~ v ~J W V W W W W W
ON DISTURBED AREA OF DITCH. W W W \ W W 1 W W W W W V W W W W W W
~ ~ V Y • W x 1 . ~ W W V W W W W W W W ~ n"~T+"
C Y L ~ W W W W W W W W W W 5 CM - 12.5 CM)
W W 4 l ~ ~ I~ W W W W W W V V
~ ~ W W W J W W W W W \~\i 1 +i Q
•,1 W W W J ~ W W W W W V V W V V V V 6 W W W W W V W W
N ...j 1 W W V W W W W W W W V W W V W W W W W W ? W
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3 4 -6 W Q W V W V W V W W _4,"~~" WWWWVWWWVWW
ALL ROLLED EROSION CONTROL PRODUCTS 6 ' ~ (i0 CM - 1 CM)WWWWVWWW ~ C~ /V~~~/ W W W V W
BY NORTH AMERICAN GREEN OR APPRQVED / ~ \ W V V V W W W W W W W O
~ EQUAL. ~ ~ ° CL'aU
-a $ 4 0
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CONSTRUCTION SPECIFICATIONS. MAINTENANCE. vJ U
EKLY AND AFTER EACH ~ ~
N IF PR P R Y I N F 1. INSPECT ROLLED EROSION. CONTROL PRODUCTS AT LEAST WEEKLY AND ~ EVE 0 E L DES G ED, I NOT PROPERLY INSTALLED, RECP S WILL PROBABLY ~ NOT FUNCTION AS DESIRED. PROPER INSTALLATION IS IMPERITIVE. EVEN IF PROPERLY SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT, REPAIR IMMEDIATEL IMMEDIATELY. ~ Q ~ _ ~
s INSTALLED, IF NOT PROPERLY TIMED AND NOURISHED, VEGETATION WILL PROBABLY NOT zpz~z
GROW AS DESIRED. PROPER SEED VEGETATION SELECTION IS ALSO IMPERATIVE, 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION D EROSION MUST NOT ~ ~ ~ ~
/ OCCUR BENEATH THE RECP, 0
GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS SMOOTH AND az0~~
° LOOSE. WHEN SEEDING PRIOR TO INSTALLATION FOLLOW THE STEPS FOR SEED BED 3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT. IN CLOSE CONTA _OSE CONTACT WITH U O ~ ~ ~ U
a PREPARATION, SOIL AMMENDMENTS, AND SEEDING IN SURFACE STABILIZATION, 6.1. ALL THE GROUND SHALL BE REPAIRED AND STAPLED.
GULLIES, RILLS, AND ANY OTHER DISTURBED AREAS MUST BE FINE GRADED PRIOR TO 0 ZI-`Z~Y
~ INSTALLATION. SPREAD SEED BEFORE RECP INSTALLATION. (IMPORTANT: REMOVE ALL 4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROf THE PROBLEM SHALL - z
° LARGE ROCKS, DIRT CLODS, STUMPS, ROOTS, GRASS CLUMPS, TRASH, AND OTHER BE FIXED AND THE ERODED AREA PROTECTED. 3 -~~-~Q~
° OBSTRUCTIONS FROM THE SOIL SURFACE TO ALLOW FOR DIRECT CONTACT BETWEEN ND COVER IS ~ z
THE SOIL SURFACE AND THE RECP.) 5. MONITOR AND REPAIR THE RECP AS NECESSARY UNITL :GROUND COVER z z
o ESTABLISHED. " TERMINAL ANCHOR TRENCHES ARE REQUIRED AT RECP ENDS AND INTERMITTENT ~ Q
i TRENCHES MUST BE CQNSTRUCTED ACROSS CHANNELS AT 25-FOOT INTERVALS. ~o~
TERMINAL ANCHOR TRENCHES SHOULD BE A MINIMUM QF 12 INCHES IN DEPTH AND
s ° 6 INCHES IN WIDTH, WHILE INTERMITTENT TRENCHES NEED BE ONLY 6 INCHES DEEP a
' AND 6 INCHES WIDE. N oa~E: MAR, 2010
O DESIGNED: TFljtl
o~nwN: TFW
W
CHECKED: TKG
p~ U sG~E: AS SHOWN
Z
NOT TO SCALE SHEET N0,
N
O n 0 ®F-~ o
x OF:
m

GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
50' Riparian ?oo
c? Buffer (Typ.) \00
Existing Stream (Typ.)
Limit of Disturbance ~I
o (Typ.)
N 'C? \ N
11
O
N
/311 \1'. / //\ i
312
J 36
0 C"V 313- 14 31S ,
n 3>>
VO \ 3,
\ 3a3`
3 10 ,,, , ? ao
%
m - ?
h -,
h
Buffer impact #1
Zone 1 1,250 S.F. _k
Zone 2 930 S.F.
315- \
r--
r
f
DESCRIPTION;
FRANKILN COUNTY IMPACT MAP
MUNICIPAL AIRPORT
DRAWING SCALE: DESIGNED DRAWN BY
FRANKLIN COUNTY, NORTH CAROLINA 1 "=50' TFW TFW
Hobbs, Upchurch & Associates, P.A. DRAWING SET NO.: SHEET OF
Consulting Engineers, Surveyors & Land Planners W-1 1 5
Southern Pines, North Carolina 28387
300 S.W. Broad Street, Southern Pines, North Carolina 28387 ISSUE DATE:
Phone: [phone] - Fax: [phone]/10
HOBBS, UPCHURCH & ASSOC. H:\MC0602\800\810-CD\ADDENDUM\ADD CN-2.DW0 EDITED BY: FDW DATE: MAR2007 SCALE: 1'=1'
GRAPHIC SCALE
50
0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
N
Q0
O
y
c?
? l
1 Roadway Fill @ Culvert No. 2
1 395 SF of Permanent Wetland
Impact #3 0.0091 Ac.
177 SF of Temporary Wetland
Impact #3 0.0041 Ac.
, 29S
50' Riparian
Buffer (T
\Buffer impact 03 J g?
\ . - 2
\Zona 1 7,188 \T
Zone 2 4,205 S. F. r
Existing Stream (Typ.)
cA \ \
° e r
Existing
° e ::, Wetland 0
1 ` I
20
\ Zone 40
.
Zone 2 0)
2 ?
Exist ng
gas T ?6 \z
Wetland
8
176 _j
t?g5 Culvert No. 2 \
120 LT of Stream impact #3
ry??300 SE
/0.0069 Ac.
Limit of Disturbance (Typ.( c'
DESCRIPTION;
FRANKILN COUNTY IMPACT MAP
MUNICIPAL AIRPORT
DRAWING SCALE: DESIGNED DRAWN BY
FRANKLIN COUNTY, NORTH CAROLINA 1 "=50' TFW TFW
Hobbs, Upchurch & Associates, P.A. DRAWING SET NO.: SHEET OF
Consulting Engineers, Surveyors & Land Planners W-2 2 5
Southern Pines, North Carolina 28387
300 S.W. Broad Street, Southern Pines, North Carolina 28387 ISSUE DATE:
Phone: [phone] - Fax: [phone]/10
HOBBS, UPCHURCH & ASSOC. H:\MC0602\800\810-CD\ADDENDUM\ADD CN-2.DW0 EDITED BY: FDW DATE: MAR2007 SCALE: 1"=1'
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
Roadway Fill @ Culvert No. 4 _
\ - 2,558 SF of Permanent Wetland
So ?? Q ??\V Impact #4 0.0587 Ac.
Buffer impact #4 Road 2 632 SF of Temporary Wetland
Zone 1 7,291 S. F. 55 Impact #4 0.0145 Ac.
\ Zone 2 4,754 S. F.
Culvert No. 4
124 EE of Stream impact #4
Limit of Disturbance (Typ# 626 SE
0.0144 Ac.
245 N?\ o
Existing Wetland o
Existing Wetland ?-- -- -
.. - - - - - \ \
?0,
- Existing Stream (Typ.)
50' Riparian
} \\ 1 Buffer (TYp•)
? o Z4, l ? 1 ?
DESCRIPTION;
FRANKILN COUNTY IMPACT MAP
MUNICIPAL AIRPORT
FRANKLIN COUNTY, NORTH CAROLINA DRAWING SCALE: DESIGNED DRAWN BY
1 "=50' TFW TFW
Hobbs, Upchurch & Associates, P.A. DRAWING SET NO.: S H E F OF
Consulting Engineers, Surveyors & Land Planners W-3 3 5
Southern Pines, North Carolina 28387
300 S.W. Broad Street, Southern Pines, North Carolina 28387 ISSUE DATE:
Phone: [phone] - Fax: [phone]/10
HOBBS, UPCHURCH & ASSOC. H:\MC0602\800\810-CD\ADDENDUM\ADD CN-2.DW0 EDITED BY: FDW DATE: MAR2007 SCALE: 1'=1'
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
50' Riparian
Buffer (Typ.)
?0 20' 30' , 20
30Zone zone 2
Culvert No. 5
1 14 LF of Permanent Stream
Impact #5 1,320 SF, 0.0303 Ac.
2 2 42 LF of Temporary Stream
>:. Impact #5 749 SF, 0.0172 Ac.
o°
Buffer impact #5 Road
?z? -233 Zone 1 8,637 S.F.
? Zone 2 5,003 S. F.
228 0l ?' 2
Limit of Disturbance
(TYp•)
ryas ?? °? I \ ? s
\ I
i\
Existing Stream (Typ.)
DESCRIPTION;
FRANKILN COUNTY IMPACT MAP
MUNICIPAL AIRPORT
DRAWING SCALE: DESIGNED DRAWN BY
FRANKLIN COUNTY, NORTH CAROLINA 1 "=50' TFW TFW
Hobbs, Upchurch & Associates, P.A. DRAWING SET NO.: SHEET OF
Consulting Engineers, Surveyors & Land Planners W-4 4 5
Southern Pines, North Carolina 28387
300 S.W. Broad Street, Southern Pines, North Carolina 28387 ISSUE DATE:
Phone: [phone] - Fax: [phone]/10
HOBBS, UPCHURCH & ASSOC. H:\MC0602\800\810-CD\ADDENDUM\ADD CN-2.DW0 EDITED BY: FDW DATE: MAR2007 SCALE: 1'=1'
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
.. Existing Wetland (Typ.)
200
...----....
........... Limit of Disturbance Typ.
.....------
235? . . . . . . . . . . . . .
ti
.......... ....
1 ......... .... ......
I . . . .
.......... .:::
........... .....
........... .....
o I
J r ?
_ o
? ? 2 4o
t
J
J \
yI
I

r ?
Roadway Fill @ Culvert No. 6
2,766 SF of Permanent Wetland <
Impact #6 0.0635 Ac.
731 SF of Temporary Wetland
Impact #6 0.0168 Ac.
00 \

J'
DESCRIPTION;
FRANKILN COUNTY IMPACT MAP
MUNICIPAL AIRPORT
DRAWING SCALE: DESIGNED DRAWN BY
FRANKLIN COUNTY, NORTH CAROLINA 1 "=50' TFW TFW
Hobbs, Upchurch & Associates, P.A. DRAWING SET NO.: SHEET OF
Consulting Engineers, Surveyors & Land Planners W-5 5 5
Southern Pines, North Carolina 28387
300 S.W. Broad Street, Southern Pines, North Carolina 28387 ISSUE DATE:
Phone: [phone] - Fax: [phone]/10
HOBBS, UPCHURCH & ASSOC. H:\MC0602\800\810-CD\ADDENDUM\ADD CN-2.DW0 EDITED BY: FDW DATE: MAR2007 SCALE: 1'=1'