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' r~ ' ' / r Q' , i/ / I I d\ ~v ~ v ` v it 60~• POPLAR --~1 3EE); WA RSHfiQ BUF `I t t\ ~
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STORM DRAINAGE DATA. I ; E t ~¢b~iv add , 1 It \V 1 A\ I;y„ 4 A;! ~ ! ~ ' ' A A
INFILTRATION TRENCH DETAIL I I ~ ~ , , f I ! / / ~ r , ' I ! ' ~ r ' ~r2 ~ 7',p lf~i' ~h ~ d~f ~ tU 'p ihhl ~ „i v , ~ i V A
1 NEW 36 FES. / i r ! i , / DRAINAGE -AREA = 23.7 AC ' I ' ~ ~ / / ~ / 1x9'
C = 0.40. ' / r % ; / / / / ~ RIPARIAN BUFFER. AREA; )ocatl - ~ ` ` ZONE 2 Z
I10 = 6.25 IN/NR ~ ' ~ ' ' ~ ~ / ' ~ / / / r /v,,'
1100 = 8.51 IN/HR i' i l / / ' ~ Q10 =59.3 CFS / ! i ,',~i' _ ~4
100 = 80.7 CFS / / ' ~ / ' ~ r e~~" Q ' ¢~P~' 'NEW, 2B'' PRIVATE , -ZO'e~ ~ , ..DRAINAGE EASEMENT. ~ ~ -
INV = 419,22 (0.6 FT,BELOW STREAM INVERT) ~ ! / / ~ r ~ - ' Hw10 - 426.42 \ r / , , / ~ ~ ,6 ! , s , 6, , , ~ -
, k'' / i , IZ
STORM PIPE DATA , , , , ! , ~ ~ia7;~;~? ~ ' i v ~ _ RIPARIAN BUFFER AREA V ~ R C , ' i ' ;
2 NEW 36" FES W/VELOCITY DISSIPATOR ' _ M - MI ~27 SE' - ,~~or ~ / 20' 5o'x6;' - ZONE 1 gPP FP~. 4 4.(r~~ '(J ~ E TEMP• G AVEL
= 418.59 0.6 FT.BELOW STREAM INVERT ~ / ~ ~ ~ ~ / , ~ ~ r r / ~ F INV ( ) 5 \ / 1 TO 2 50 LF 36" RCP ~ 1.26% ~ r' r' , / ' ~ / ' ' y~ r r. I , ; S = 1.26% , ' i ; ~~b~~ ~d~ CONST.' ENTRANCE Z ~ Z r ~ I r~ i ~ , L
Q10 = 59.3 CFS ~ ~ / ~ / , ~ i I r ! r-~.. I 112,(35'1 SF / ~ ~ r i~ 1 r ~ r _ Q
V10 = 11.75.E S 3 TO 4 32 LF 18" RCP ®1.56% / ~ f ~ r I \ ~ ! 2:5 AC / r / - \ , / , r , ~~i I i \ 1 /'MIA=13. 10 SF I l
_ 5 TO 6.28 LF 10" CMP ®3.93 r. r`,, Jr \ ~,2p, ~ RFPE:,; 12.0 I I I
v ~ A , , / ' , / , , / ' ~ r ~''r f A A A ~ 1 , I d50 = 13., ~ ~ / ' / > / , I t ~ I I , '~`a w \ C \ i I I f i I 1 ` ~ \ _,,`r r, a
GEOTECHNICAL UNDERLINING ' r ~ , / / ~ - \ t/ i I \ \ ~ USE 24" .CLASS B RIP RAP W/ ~ ~ , , , , \ \ / , I \ \ \ \ r ICHECI !r ICHEC'K v !;i'~ % ~ a 1 /Opt - ` ~ ~ LL
IDAM v vv~ ,;i I, I` ~PN~y~ ~ ! Z d- w
NEW. 18 FES ~ ~ , , r `k: ~ ~y t 3 DRAINAGE AREA = 0.43 AC ~ - ' i I K b'' L-
C - 0.40 ~ I ` eP, / j ~ I ~ / w \ \
110 = 7.22 IN HR - ~ ; cC,,~ r r v v°~.`,~ y I 11 i 1 II ~ i 1 Gp TRUCTION SEQUENCE;
Q10 - 1.24CFS _ . r; F~ , ~ 48 SF O A - A ~1 ~~',y.'' V 1 .~F I I / l l h 101,2 A~~ ~ / IIJV - 427.00 ~ - \ ~ '~b I r r r I ;I ' 2132 AC ~ e v~ ~-h~1'/'I II 11 i t I I 1 1 1 ' ~ x' 0~` ~ 11 ~ \ !1 ~ 11 II ~I 1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL ENGINEER, DANIEL L~ ~ ~ W
Hw10 _ 427.c~2 ~ - - t ~ r I I , ! , ' _ ~'L10 SF ~ ~ j I \ I I,' D' I r I r r r r r t~l >3 w~` ,e ~ ~ ~ \ \ ~ ~ \ , ~ , , , ROWE AT 856 a-7459. OBTAIN ALAND-DISTURBING .PERMIT. I'
- F , ,RFPEa 406.5 r ~ i'r / ' ~ \ t \I li 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS7~ W
EW 18" fES W VELOCITY DISSIPATOR ~ _-1 i !~r'il li %i I I I i ! ! r ' I ' ~ ' ' 4 N_ / - r r r Ir t I/ % I r r r ' f r r ' -CHECK /,i INV - 426.50. I - r r r ' /i % I I' r r r r ' r - - ^ i'r'~ ` \ \ t \ ' OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO L Q
I I I I r r ~i - S= 1.56% ! 1 t I I I I i r I r r , SF r r ~ r DAM,- r:' ' ~ ` 1 li \ \ INSTALL THESE DEVICES. .PREPARE THE SEEDBED, FERTILIZE, LIME, SEED, MULCH AND o ' , ' ; i i ' ASPHALT TACK TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER INSTALLATION. r , LL.
Q10 = 1,24 CFS.. - t I I I I I I r 106,327 r r r r;/' ~ { ;'I I I I I r '.44 ~ r r I I r , r; - S h• 1 I I I I - 210 SF r r r / ,i/~ V10 - 4,67 F/ I I I I I MIA-1 , I I , 1 i
. ~`ti I I t v , I I rRFPE:r 403x6 ~ , r r r ~ jr/~ s,~ ~ I , ~ t~ 3. CALL FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO OBTAIN A CERTIFICATE V ~ W
_ ~ I I i l i r L- 6' I I e' I F, I I t I I I I I I i I / / ' II - P _ I \Q t JF I p PR~VATE I I I I r. I I i I I r / _ " ' _ ~ i I OF COMPLIANCE. ~ z L - , ~ ~ t-
d50 - 6 ql i I r ER F . ig I ,NEW EMENT I I I I I I i I r f l USE 18° CLASS "B" RIP RAP W/ GEOTECHNICAL UNDERLINING uh~l I t - gw i DRAINAGE EA I I ~ I I I r i I I i rr i I ~ i I 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ALL DEVICES SHALL BE Z - - ' MAINTAINED AT LEAST ONCE A WEEK AND AFTER EVERY RAIN.. ROUGH GRADE SITE. O
rr r l , J t t t t . I I I I I r , Nr rrll l vC~~ . ~'.,.':1. II I t t v I I i I i t I ! i rr i ',;r ,
NEW 10" CMP lirrrrrr ,I '.'.;rQ~'I:.:• I ~ s v v t It I I I ~ r I I ! I ' y' , 5 = 1.49 AC n 1 r rl ' • I I ~ I ~ , \ ~ \ t I I I I I I r ! ' , / , I _ - 5. INSTALL STORM DRAINAGE, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS,. O SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE APPROVED PLANS. r ,
DRAINAGE AREA !rr - r ' I I I I r r , / _ nr rr - ~ .br/.. i I t t vv `y73~33 tSF , I I r , r r I l ! / ' ' I C - 0.40 --'!r r ; • : l I t v tAC t ' t ' I r / l l r l ,i',~; ! , ~ BEGIN CONSTRUCTION OF BUILDINGS, PAVEMENT, ETC•, SEDIMENT BASINS ARE TO REMAIN AND ~ U
I ~ ~g t I I NE 10' WID ! / ' ' r 110 = 7.22 IN/HR Irlri :.:'.x...'.•;_. / /i i / =1'321,0 SF ~ Fj / t / , ;i ~ / _ Ir 6 • •••~p~'.':.• ~ , I ,'MIA r I r r / ' l l ; / , ~ ~ _ BE PROTECTED UNITL THE SITE IS STABILZED AND APPROVED FOR REMOVAL BY THE
Q10 - 4:30 CFS rr I I 'h:~ :~Pa , I ! ~ g9.5, , , 4 GR L I , , , / , , - .403,90 r ~ , ~ t ~ ! A~CESS ROAD Td ' / / ' I INV - Ilr I ~~9f?---- , ; ' ' i' LL /~OT / / / / / / I X151; ' ~ ENVIRONMENTAi_ ENGINEER. .SEE 8 BELOW.
III ~ :.'r.'.::::." , i , ~ N W 28/tF 10"'CM ~ r , / ! , ! _yl l ' l / I i i (5~'~ 6. STABLILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING,
I % DITCH LININGS; ETC. PREPARE THE SEEDBED, FERTILIZE, LIME, SEED, MULCH AND ASPHALT Q TACK ALL DISTURBED AREAS WITHIN FIFTEEN (15) DAYS OF COMPLETION OF ANY PHASE OF
NEW 10" FES W VELOCITY DISSIPATOR , AC E~S 4 _ / III I~ ~ ~ i ' ~ ` ~TIUT~.~_ ~ / y- , ; / / / I I / INV - 402,80 III ~ ~ ' 30' 'PRIVATE : ' - -T\ ' / ' / / ~ , I r ~ I r CONSTRUCTION OR STOPPAGE OF WORK. ' r I r ~
r 6 a-- r- , / / r S - 3,93% - Itl \ i . I ' \ , > i _ --r-' i l ! i / l ,i 1 / l I I r r I r r I r ! 7• WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL FOR
Q10-4.30 CFS _ I I , ~ _ , / / / / / y~' I~ V10 8.09 F S _ , ~ / 0~ I I I I t l , I r ~ r r' AN INSPECTION BY THE ENVIRONMENTAL ENGINEER:
/ I I ~ r , - - / i / / / ' / , / ~ ~ ~ i I X16/ I i r W = 3' ~y. r I ~ - ~ t I• ''V / ' / / / ~ / / / ~ ! 1 / 1 I I I I I r r ! !
_ ~ ~ ~l/rr ~ i- _ I \~l '~~5 , , , / / / / 1 / \Oe!/ / I, \ 1 I I I I L - 5 E(t@l-, I `0 ~ / r ! / ' ' / / 1 / / ! l r I I t r I I I ~ i B. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASIN (SEE I , , r' CUSTOM BASIN REMOVAL BELOW) ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE
d50 = 6~~ - ~v !r r i ~ rv r / #1 _ ' / / l l r 1~~~ r , ~ i I r I I SS "B" RIP RAP W GEOTECHNICAL UNDERLINING ~ _~v t II / , I `~,I r W L~ LO - ' ' ; / l r p/ ! - , I"~ ~ r I r r I I ~ 1 I AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY i
USE 18" CLA / o' ' ERB -I •ts.. E I Ft ~ / / ~ ~ i I I r EI 52 y"'~ j ~ t t ~ / ' / l I ri ~ r CHECk ' ~ I \ I\ I t - I ~ ~ I t 'y, t ' ~529SF/' i f r ~r I,roMI t \t \ I I I I~ DISSIPATORS, SHOULD NOW BE INSTALLED. fl ` , a.3'D I t
Iv t~ 9• CUSTOM BASIM REMOVAL SEQUENCE; DRAWN BY CHECKED BY
r I r ~ ~ y ~ ` v r ! MI1~=13,21 / r g1 I r~I xv171 v v v v v SCHEDULE A SITE MEETING WITH THE. ENVIRONMENTAL ENGINEER/CONSULTANT TO BGp TDS
STORMWATERSUMMARY i I j fl ' ~ \ t I FPE: 31.5 / I I ti,~ I ~1Si ~ / \ QUANTITY I ! , fi'r` ~d~ \ 2 ; \ I t I , r f r t r I ~ \ \ \ \ \ ` ` ` DETERMINE IF 1"HE BASINS CAN BE REMOVED YET. INSTALL SILT FENCING OR OTHER \ ` \ TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF CUSTOM DATE
PRE-DEVELOPED- POST DEVELOPED I r r ~I / / _ _ \ \ 3 ~ \ tt \ t ~ / ~ I t t it I \ \ ~ BASINS. '
DRAINAGE AREA - 0,52 AC DRAINAGE AREA - 0.52 AC r r / ~ N ,80'35 3 -€1P - ~ ` ~ \ OFF \ \ \ I ! / ~ ' \ \ t I - \ \ \ C = 0.22 C = 0.43 I r I I e ' / / / ,,6fi4.40 _118:1 ' \ \ t t t I r, ; \ t t ~ \ \ \ \ REMOVE CUSTOM BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. FINE REVISIONS
r r 1. 3J 24' ~ v, TFv t v I/ v t v v v v Q=CIA Q=CIA r I I r r ~ / ~ _ _ _ _ \ \ t \ \ \ X ~r \ \ \ \ ' - _ ~ v v v v i / / ! / j~p ARSON-- -~EIP v ~ v v / t v v GRADE AREA IN PREPARATION FOR SEEDING. ' \
2= 022 5.761NlHR 0.52 AC Q2= 0.43)(5.761NlHR)(0.52AC) r' I I r ; TF( S•~A ~ _ - - \ \ t \ \ ~ , / \ \ \ \ \ \ \ \ Q ( ) - ( i. I I I / / / 730 _ v ~ / v . v - S Q2-129 CFS , D b7?~g P~ `~-4-1-Q,-_ '-~i- ~ ~ (/F \ \ \ it \ \ \ \ \ \ \ \ Q2-0.66 CF I I I I _ PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING
r I i ' i ONINGt R-~40W,!~ - ` ` \ \ FF' \ \ \ \ ~ \ \ \ \ BARE AREAS.
Q10= 022 7221N1HR 0.52 AC Q10=(0.43)(7.221N/HR)(0.52AC) r ! I I r , ~ / , r g ;VaCAj~ , `F ` \ \ , i ~ i ~ \ \ ~ \ \ ( ) - I r r I / , / ~ ~ r - , .010'0.83 CFS 010- 1.61 CFS I I l r r r ~ / , I I I r i / / ~ , \ \ ` \ \ \ \ INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON THE EROSION
\ \ r I i r I r / ~ CONTROL PLAN.
STORAGE REQUIRED INFILTRATION TRENCH I - 1 ! I r I ~ I I ~ ~ ~ \ \ \ \ \ \ \ \ \ Rv-0.05+1(0.9)(0.30)1 I r r I I ~ I n ~ \ \ \ \ \ \ ~ \ \ \
Rv=0.05+0.27 r r rr f i i I r i ~ I I II r II~23 ~ OR, ~ -''~,r I \ \ \ \ \ ~ WHEN SITc IS COMPLETELY STABILIZED, CALL ENVIRONMENTAL ENGINEER/CONSULTANT FOR APPROVAL OF REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND TO BE
Rv=0.32. I r f I I I I I I I" r / ~~'fi4,5 \ ~ \ \ \ ADVISED ON WHEN .SITE CAN BE ISSUED A CERTIFICATE OF GOMPLETION•
t I I I r r I I I I. I I r r / ~ N 7'51 ~ 1 ~ \ ~ , V-3630(Rd)(Rv)(A) I I I I i I I I I i I r \ \ --..)<IP t \ \ \ 10. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE. INSPECTION. BY THE
V=36301" 0.32 0.52 acres r I r r I I I I I i , \ \ ~ - \ \ =604.03 cf re wired I I I I ' ^ ~ ! _ _ - \ ` \ \ V ENVIRONMENTA:_ ENGINEER. OBTAIN A CERTFIFICATE OF COMPLETION:
q I I I 11 II I II I I / /~1 A P ` ~~v r j v
OR INFILTRATION TRENCH I I I I II ~ r ' ~ EI ~ _ ~ ' ' STORAGE PROVIDED F r i I I I / ~ , ~ ~ - re wired: I / - Effective Infiltration area q I I I / , \ \ _ _ _ _ _ , SHEET TITLE
A = S A =infiltration area required (sf) I I i ' i ! - ENVIRONMENTAL ENGINEERS OFFICE NUMBER w~j
S = volume of water to infiltrate c I I / ' _ ' ~ K =hydraulic conductivity of the. soil (inlhr) r r FALLS,ESTATES _ _ , CHARLES PHILLIPS 919-856-5599 DANIEL ROWE 919-656-7459 ~5~ STORMWATER PLAN
A= 604.03cf T=dewateringtime(days) \ I I GREAT 004 PG 2`149 DAVE PARNELL 919-856-7549
2(0.74inlhrx2days) i r BOM R-40W ~ ENTIAL A = 204.06 sf I ZONIN INGLE FAMILY READ DEBBIE BARGEE 919-856-7413 ~GO GLEN JOHNSON 919-856-5706 O`Q
i USES =6'x35'x3.33' Infiltration trench ' MIKE COUGHLIN 919-856-7548 ~ P~~
0gg8B89BBg~B
QUALITY Nitro en STORM DRAINAGE AND EROSION LEGEND: ~0~a~~~,.CAR~~i~~
Type of land Site Area TN Export TN Export by TN Export mma~ro~F.SSJOy~~~-gAmmm
Cover Acres Coeff Land Use From Site NEW STORM DRAINAGE PIPE Ibslacl r Ibslac! r Ibslacl r T F NC
Undisturbed 0.6 - NEW SIL E E 0 50 100 200 400 p ~ z454 SHEET NUMBER
0 en S ece LIMITS OF DENUDED AREA Manx ed 26.15 1.2 31.38 ? TEMPORARY DIVERSION DITCH 9 ;m
0 en S ace s STORM DRAINAGE STRUCTURE NUMBER ~ Q F n 2Q08 °°e~~;'FNG I NE~~'l'~ d00
Impervious 3.44 21.2 72;93. _ _
Surface °
Total 29.59 104.31 BLOCK AND GRAVEL INLET PROTECTION SCALE; 1"=900' AIE~e8~~aa~B,500
Average from 3.53 Site CHECK DAM TOTAL DISTURBED AREA = 0.9 ACRES Z,g, q8
FOR REVIEW ONLY 1 OF 3
3.53 Ibs/ac/yr < 3.6 Ibs/aclyr O.K.
R;A2006 Projects\06023 McGuinn Subdivision\CONSTRUCTION\SHEETS\06023impact100 scole.dwg

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6'x35'x3' DEPTH ~ T i / / /
1 / j ,
1/ ~ ~ / / / / SF ~ / ` '
S 007 ~ ~ 58> I ~ , S . i ~ / /
6 / / / AC ~ / / ~S .33 1 i ,
6 ~ / SF ~ 3 21 ~ ~ / j ~
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~ 4 FPE ~ , R , N ~ i ~ BGD ~ TDS
~ ~b I I ~ ~ ~ \ DATE
/ ~ ~ , SF ~
051 / ~ 112> i / ~ j ' REVISIONS
~ ~ ~ 5 AC I 2. ,
~ 0 SF ~ 210 / 13>
MIA ~ I I i / / 412.0. i, ~ ~ %
-FPE: I R I ,
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~
IMPERVIOUS AREA ~ / % I ~ i ~ ~ ~ 0 o`'~' /r '
132,100.00 SF LOTS ~ / / ~ y~ ~ Nb
4,791.60 SF STREETS. /1 ~ % o I /
.00 SF WELL .LOT W ACCESS / ~ ~ 1 13.068 / I I / , 149 959.60 SF-TOTAL / ~ ~ `
i, I / % I ~ i I / ~ ~
_ ~ ,r 149 959.60 SF IMP AREA .1,288,940 SF TOTAL SITE AREA) Da ~ ( ~ ~b~ des ~ ~`p~ SHEET TITLE
/i / 11.63% IMPERVIOUS FOR SITE ~ / ~ bps P~ ~J~
i , ,.y - ~n`~ ~5~ 50 SCALE
Gp Fps IMPACT MAP
SITE NO FEMA MAPPED FLOOD AREAS ON
MAP# 3720182200) DATED: MAY 2, 2006 Q~
Before acquiring a building permit for lots marked by , ti~P X00°9~ ~A ~°~a
' the builder may need to obtain a Flood Hazard Permit from County Zoning Administration. The builders engineer, orchitect, 000~~~~.....R~~~ mm o Essr •~.mm ~p m0 F oy9 ;9 m~
or surveyor must certify on any such. permit that all flood m
hazard requirements are met." ~ : C~ , m ~ s ;,gym SHEET, NUMBER
There shall be no filling or the erection` of permanent stru~- tures in the areas of Wake County Flood Hazard Soil or f.E.M.A. :4m
zones until a Flood Study is approved by Wake County or F.E.M.A, 0 25 50 100 200 cFP ~ 2008 ~me~r~~GINE~.~~y~~a0 ^ n
RFPE=REGULATORY FLOOD PLAIN ELEVATION
r y ~ TFR G;;~1;TY ~~~aaeeaeaeaa~°~ O~
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SCALE: 1"=50' FOR REVIEW ONLY 2 OF 3
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RIPARIAN BUFFER AREA. ZONE 2 ~ ~
PU RN IMPERVIOUS AREA Jv '~F
E~~ RD 132,100.00 SF LOTS O~y F,A~
4,791.60 SF STREETS
S R~ 9~3 ~ ~ 13.068.00 SF WELL LOT W/ACCESS. G ry 149,959.60 SF TOTAL AR~_
~r
RIPARIAN BUFFER AREA v 4 149,959.6Q SF (IMP AREA)/1,288,940 SF (TOTAL SITE AREA=
~ ZONE 1 ~ ~ ~ -i Q 1L63~ IMPERVIOUS FOR SITE.
5 P ti
0 0 ~ Q ' ~ , i' ~ P~ ~
P ~ ~ ~ 6 ~ 2' NO FEMA MAPPED FLOOD AREAS ON SITE _ MAP# 3720182200) DATED,. MAY 2, 2006
~ ~ - o ~ a .1071 CLASSIC ROAD
~0 ~ ~ Q - . \ . Before acquiring a building permit for lots marked by APEX I~IIi 27539
O ~ ®1 QP . ~ . the builder may .need to obtain a Flood. Hazard Permit .from County Zoning Administration, The builders engineer, .architect, TELEPHONE: 919 363_1422.
Sy,gD o • ~ , or surveyor must certify on any such permit that all flood FACSIMILE: 919 363-1477
Y ~ G~ ~i ~ EN o `tip hazard requirements are met,"
IN ~ F There shall be no filling or the erection of permanent struc- ~~O` tures in the areas of Wake County Flood Hazard. Soil or F.E.M.A.
0 • ~ ~ ~ ~ ' ~ • ~ zones until a Flood Study is .approved by .Wake County or F,E,M.A,
~ • \ RFPE=REGULATORY FLOOD PLAIN ELEVATION.
i s. ` VICINITY MAP
NO SCALE `
r _vl{
o 63 ` ER
5U,_p,~ !
Y ~ R1GHT OF W
! SHOULDER PAVEII~NT SHOULDER DI7CH SLOPE !
114" I FT. ~ \ ~ 1 U4"! FT: ' ~ rr~
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SLOPE I 2 SF9.5A ~ ~ ~ SUPERPAVE ASPHALT MIX ~ ~
l,~ ~V ; .S ~ ~ ~
Q RESIDENTYAL COLLECTOR ROAD Q ~ ~
, MA}C. SLOPE Q
~T'ERRAIN, 1 zEVEt 2:1 ~ ~
~ r~ ~ ROLLING 2:1 V ' y 1-1!2,1
~ ~ 1, ~ c G ~ STBC OR AB v 101, 248 SF _ ~ ~~-F ir~~` ' 0~ ~ ,
~ 6 P ~ ~ ~ 6 .32 AC ~ r - .3, MIA-1 ;2 SF , 1
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EM ' EAS G E INA RA
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~ ~ w AC ~ 4.72 SF ~ . / DATE
10 ~ =13,2 MIA ~y/ ~ g ' 1 19 ; ;1 g; ;17; REVISIONS
~ 2 ~ 5 ~ ~ ~ D 391. , FPE• ~ ~ R
~ ~ ~ F ~ ~
~ ~
T~ . PRO N
45.9. ~ . e 00 D EIP
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ER EI ND A F S. D ~ TN UDI c
J 30 , ' 7 e PG 29 ~
07 1 w . ~ F DB W F - 40
R F NG• I R ON Z ~
NT C A ~ .VA - SE U ~ I~ ~`O~ SHEET TITLE
C9 ~ P~ ~`'G
o N o ~n`~ ~5~ 50 SCALE
~ ' ~ _ o F \ ~ F~~ IMPACT MAP
\ . , \ i < `
z ~ ~JVo geaeasea
CP _f ~ ~~~~P CAR~~%~
c mm ~'FE ~o mm - m ~ •'''ss •
21 4.5 1._ 8 m
a N , ~ , 45
1 57 - ~~_--_-EIP W SHEET NUMBER w' ~ mom: 24454 _~m
0 25 50 25 50 100 200 •ac,~°°e~F•~.FN ~,~;.,~QO~°
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MINE
SCALE: 1"=50' FOR REVIEW ONLY 3 OF - 3 s
R:A2006 Projects\06023 - McGuinn Subdivision\CONSTRUCTION\SHEETS\06023impact50 stole 2.dwg