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~ r ) i ~3 ~ I ' \ ti
/ ~ 1 \ ~ ~ \ - / 1 l I ~ fl a'
\ ! \ _ t ~ ~ ~
~ \ / 2 . ~ n ~ 1 .1 ~ 1
! \ ~ ~ ~ ~ ~ 1 ~ / f I ~ i ~ }
i~ ~ /
~ ; , i ~ ~
T AG SUM
T 5-7
S-7 N 462,159.95 N 462,334.66 S®ih N 462,316.65 58 LF 2 30" RCP E 1,513,506.24 E 1,514,268.51 E 1,514,202.85 CLASS III t~ 0.50%
HEADWALL HEADWALL FLARED END SECTION
2 30" INV. OUT=648.83 60" INV. OUT=637.95 18" INV. OUT=641.52 T "
60" FLOWLINE OUT=638.95 85 LF 60 RCP
CLASS III ®0.50% ~ ~ ~ HIGH POINT LEV = 652. 5
5.8 N 462 217.71 5- N 462,402.38 5-12 N 462,311.99 (INV. BURIED 1 FT.) { IGH POINT A = 59+6 27
E 1,513,502.54 E 1,514,217.62 E 1,514,155.08 dT E EV = 647.7 ~ ~ ~ ~ PVI 5TA 60+04.56
HEADWALL FLARED END SECTION 5°'~ T S-it HEADWALL " OW POINT E EV = 6 60" INV. IN=638.37 18 INV. IN=642.00 48 LF 18 RCP _
(2) 30 INV. IN=649.12 " L W POINT ST - 55• 60 FLOWLINE IN=639,37 CLASS III C~ 1.00% T ST - 55+21.3 I PVI ALE - 654.86
_ ~ PVI A = 5+50 - TA = 5 +50.10 ~ A.D. -4.46
I ~ PVI ELEV - 646. ~ :LEV = 646.74 i~ _ K = 84.05
( A.D. = 2.9877 = 2.9877 ~ f ~ ~ ~
K = 9 .0658 = 9 .0658 I ~ 375.0 00' VC
~ 290.0 00' UC 30.0 00' UC ~
660 ~ - r 660 ~ +
I wQ
Q~
f _----I_-- ~ _ i ~ ~ ~ ? o q ~ ~ ~ ~ ui I + ~ ~
€ 6 ~ I ~ ~ F- i ~ I I ~ ~
~ ~ ( P OPOSED Ff ISHED GRAD ~ a ~ ;m ~ _
I o ~ ~ ~ ~ ~ ~ ~o
! I ~ I ~ I U ~ ~ t I > E v r t
I f I -w I ! ~
r _ I ~ o
650 - _ , ~ ~ E ~ t f 1.7 ~ ° ~ ~ 650
~ ~ -L2O f °
91 XISTING G OUND I i % ~ TWO 30 RCPs ~ ~ !
INV. 648.98 i I \ ! ° ° P OPOSED FIN! SHED GRAD
~ z ~ ~ ~ °
~ I ~ ? °
r ~ ~ ~ ti ~
~ ~ ~ m + ~ \
u~ ~ ~ ~ 1 XISTING GR ND II ~ i+ ~
I ri h ~ I ~ O \
+ U > + ~ ~ { 640 v
640 ~ ~ -----..-..I---.------ ~ I z ~ ~ w u~
I ~ 1 zo E ~ ( 60" RCP
I o { i ~ I ~ H~ I ~ BURIED 1 F .DEEP ~
~ , f I ~ ~ I ~ I F ( INV. = 63$,15
~ ~ ( ~ E FLOVVL.INE ~ 639.15
~ I ~ , o` ~ ` i i 0
r ~ O fN d) N t0 cD ~tA N ~i~ O Q- O cfl O w M *-Id- `f W d• I~ M t7f ~ W0 t0~ N~ cflM ~fN ~O O~
O i~ N3 N CQ En I`~} d (AfO c0~ d'N M30 0)~ Of~ .t7 .4J .d' .40~ .~CO .1M •I.- .tp .O .OQ d~~ (O M N ~ D N M d' d' M ~ d,. ap d. ~ d. ~ d' G t~'"' Lfy N N N to N to N to N ~e
OE O O O W O O N e9• ~ tca~r ~~O ~~O ~ 6j d' di ~ Op O o0 ~ d' r to tC1 N d' ~.d' mod' ~M ~N ~N ~fj,~ ~ ~ ~ ~ d- d- tA tp tp to U} ~ ~ N ~ tt3 jtn d• ~p d' tOEEd' d' d' cfl~ tp~ cQ~ t0~ O~ t0~ tp~ t®~ t0 t0 t0 ~c0 ~c0 t4 l0 ~~O ~O d' ~d- e` d' V3 tfI to to U7 ~ u) cfl c0 t0 to c4 CO c0 (0 t0 t0 C7 c4 IcQ (0 cU (0 cD (fl cD (4 c0 (Q
~ ~ ~ ~ l ~ ~ i a , ; I f ~ I
_ I _ t
48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 46+00 47+00 56+00 57+DO 58+00 59+00 60+00 Q
m
cv 0
r 0
w
z
w
NOTES: ~ ~ ti
LG 1. EXISTING PROPERTY LINES SHOWN ARE APPROXIMATE 50' 2~ ~ 50' 25' 0 50' 100' 150' A 0~
ANtI WFRF ~RTAlNFfI FRAM IINI~N CQLINTY GIS_ I~~
EXISTING GROUND 2. SEE SHEETS 20 THROUGH 27 FOR RIP RAP OUTLET ML-
PROTECTION SIZES AND GRADATIONS. mpft SCALE IN FEET a SEAL EN JNG &P G CONSMAIM 26421 SHT. ;5j
PROPOSED GRADE 3. ALL ROADS DESIGNED FOR 50 MPH AND POSTED AT 4944 PARKWAY 350 1"=50'
45 MPH, WITH EXCEPTION OF SANFORD LANE, WHICH ~C?vc?~ CHARLCTM NORTH CAROLINA 28217
EXISTING PROPERTY LINE IS DESIGNED AT 40 MPH AND POSTED AT 30 MPH. Eo PHON& 704-426-6070 FAX:7
OF 43 www.talbertondbright.com

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f I I I 11111 II Ilrl \ ~ i { ~ I I I / ~r 1 ~ ! I / 1 l i I i l l i i/I 111 1! l \ ~
I I I ( 1111 + ~ 1 l( r i (r r r I Y IIII : I { i \ S
/ ~r I l l tlr YII Illy \ ! 1 1 11 I ?Ir i III III ' I ~ 1 1 ~ ~ ( / 1 + ill /rlll i i. V A
( / / I i I 'IIII / / r I+ l i r I fi I 1 ~ \ f ~ ~ r + ~ I r l 1 1 e v o ~ s ~
/ ( / / / i i I/ i ail / / iil IIr r # ~ I ~ 1 ~ ~ r ( / 1 / I I I I 1 111 1 1 I' e \ 1 l f I/I IIII / ( ICI III { I \ ` \
/ I, I r 1/ ' II"~ 1 ~ / / / rl I IIII r 1 1 I I I 1 1 I ~ ~ \ \ ~
/ / IrI 1/ / r I I r I i r + { ' ~ ~ ( ~ `e i I r r l r l I I I ~ / L ~
( ~s ( ~ I 111 ~ ~S IrI~11 I I \ \ I \
phi ~ I i I Icq % + r I I 1 / fi \ 0: { I I I I~f I, I i Iil I I I~ % 1 \ ~ ~ ~ ~ 4 1
! ! I j I I Il rr ( ~Ir(rrlp 1 I ~ ! ~ ~ ~ / \ / I 1n III i1 IIII. it , I \ ~ ~ ~ ~ f
/ I I 1 ! / r 1pHlilrl / Irlrllrw I I \ I / I IIII rlr~lrl I ~ 1 / \ ~
i I / / I I "9 11 r / 1111 °Irfl fi \ \ \ I t I I r i t / ! r l (i I I I I / I I I IrI ~ 1 / ~ ~ s / \ 1 ~
I I 1 1 / ! r~ I IIII r~l I IrI I F I I ( I / 1 ~I (I 1 1 1 1 y r I I I I r" I I ~ ~ I ~ \ ~ 1 / 1 111 ~ I II I \
l r~ l I I I 1 I r I I i l l 1 l r I V I I I r l I I II I I _ ~ \ \ w ~ , 1 ~ ~ 1. d. / r w
~ I t I r I ( ( pp. I i I I I I I IrI +IIII # ' 1 ~ , ~
P 1 1 1 1 1 1 u~ + r r I I l l r l ! I ~ `6 ~
1 , ` ! ! ' 1 I I 1 1 I ( ~ III + rlr f ~ r 1 I I r l l l ~ V I I I I r , , EI ENT ST~ ~ ` ; / 1 { I / I I? l r l IrI+ I i 11
I j I r ! r t I I I I111 I I ~ I / / I / r r + + r I r , I III ! lfi r ° I TOP OF DAM = 655.5 i '
° ~ / r l i! ! ~ r l l IIII I I I ~ ~ r' / l + j , r r i r III + 111 I Ifi # r "BASE OF DAM = 652.0 ~ ( ~ ~ ~ ~ ;f ,
it d / t ~ I { i d l~J 1 J I t l r rlt L 4 i . / l ,_I / I r l d l d / I I! I l i l r 1~ i) 1 ~ TOP OF POOL = \654.0 w. 1 ~
0 } I ! / d d did I d IrI + rl~ I~ E i f A _ / ,.gyp;, / / 1 d~ r d / r I r r r I I j I II I I TOP OF DAM WIDTH = 5 FT. ~ 1
/ p ( r~ 1 d f r r I I I I r l i I ' BOTTOM..ELEV. = 65`0.5 / / /li I I f rrrI ~ --I ~ ~
' ~ / / / o ; f IrI h r 1111 ' ~ ~MENSfON~S• 70'x40'x3.5' ~'T. t \ `~55 r~ ~ / ~ r I r I r I 1 I i l r ~ I \ 5'',-- 1
/ / ; I IrI; Ilrl i \ i ,
~ f . ~ \ ~
- _ - -
~ ; PROPOSED R CK I r / r I ~ / ,~__Z----~ / PIPE INLET / I r ° ~~~'r r I ~ \ fD
o' I IIr ~ , ll . / I r ~I r d 1 ~ ~ \ ~ ~ ~r / r I ! ~I PROTECTI , r rl ~ i V-DITCH w/ 3:1'° , ~ ~ ~ - ~ J ~ ~ i ~ 4 f p~~ m 0
~ l r __-L__ ~ SIDE SL9PES LINED \ ~ J r Hwy w u~
I r ) 9s~g:__ _ 1 d %1 I ~ P~O~OSED ROCK PIPE t-
~ t / sue- - -1- / IN ~ PROTECTION T" _ CLASS B RIP RA / ~ ~ r-~ ~ ' i ~ © 0~. Qom. ~ U a
t, - - _ - f l ~ PROPOSED f i ( r' I ~i / ~
- ~ ~ ! S LT FEN ~ \ ° t 1 r y
1 r
hew ,k4~ :k. Y 4 .4 :d:.. . ate.. 1... ~ t S 7 Y -
~ \
~ ~ / /
e `F-------1 , ~~----I
v I'~' PROPOSED ~ ~ r' ~ ~ 1
~ ! / M
- 'sa PRO SED ! ) ~ SILT FENCE k 1 j i ~ p J
~ _ _ _ - j) ( Z,~ / J PROPOSED I - _ - - - - _ - ' o ~ SILT F ~ E i 1 1 ~ y~ l J l 'D j ! 4 ! ~ I ~ ~ ,
, ~ ! I ~ i ~ SILT FENC , 1 1 I P-R9P~OSED ~ II ~ I IC t i i ~ ~ ~ t
~ ~ AINTAIN IN ET ~ ~ ! ~ ~ 1 I M ~ ~ r i (SILT Ff~GE ~ 1 i~ I I I PROTECTION AT , I l ( , . / ~ ~ ~i ~
t 1 ~ ~ ( ~ l EXISTING INLE~' , I ! \ / ~ ~ ; ; ti~;, I I e /
~ 1 \ \ 1I ~ ) . y„ ~ fi R1P R APRON ~ { , 7 1 r t \ ~ / ~ /
~ ~ \ L I. ~ °g ~ ri ~ ~ t
w ( I ~ 1 `r '``°a X 1 S W 1 S T ! t i` ~ l ~ ~ I PROPOSED BL C PROPOSED 1 _ , {_1 , °T `il , r
$c GRAVEL INL T 1 ~ ! SILT,FE~I - ~ ~ I I i ~ 1 ~ 1 ~ ~
N ~ { PROTECTIO I (1 1 < ~ ; , - ~ fit ~ 1 ~ ~ t fi ) 1 ~ ~ ~
t I I \ ~ I \ I / ~ ~ , _ / E i ----~--I 4 j 1 d j / ~ _ ~ / i ~
I ~I! g ~ / , ~ /
1 I I I I I ~f ( 9 1 1 i
~ ~ I !1~ G fi~ I :mss S ! I ~ v r j i ,1 1 P ! ~ A ~ ~ ~ i
ti f 1 ~ I { I / ~ E I y~ l / / i. ~ fifi { ~ 0. t~ ~ ~ / ~ - i
/ 1 1 t~~\ \ f I I fi V-DIT H tH 3:~1 SIDE SL PES, 1 ~
~ ~ 1 j r ; ~ ~ / { LINE R GRADED CHANNE WITH ~ 1 I , ~ ( , ~,~3 ~ LIGHT DUTY Ef#OSION C NTR,OL I , 1~ i , 1 t v ~ i ~ ~ ) / /
! I { \ \ ! 1 ill } ~ ~ / / ~ - ,~1 1 y_ ~ 1 MATTI~G FRONV END OF RI~"TCAP / ~ {I ~
I I I d! > / APRON TO LIMITS OF~GRADING/ III 1,fi / ~ V A 1 ~ fi I \
I I) l/ d( I I j ~ 1 ~ ~ I{{fil ~ e ~ ~ ~ ~ I / ~
I ! ~ ~ ~
1 I ~ \ . i .z I I 1 1 t a. III , ~ ~ ~ 4~ > ~ _ ~ ~ I f / !
i i { r t~, / I ~ ~ ~ 1 I 1 ~ _f ~ ~ I I fi l I~ fi { ~ ~ e ! fi ! ~ ~ ~ ~ fi
fi I { „1 ~ ~ I ,j~ ~ ~ ! I f III
ti I i I I l ~ 1 ~
{ ~ t / ~ r I ~ ~ ( III
'"III ~ 4~~ ~ \ \ 1 S 1
1 I 1 / ~ / ~ fi \ 1 fi fi t~
~ 111 ~ ° °
1 I I 1 j 0 ~ / , _ PROPOSED / ~ } 1 1 I ~ 111 ~ , { ~ d J I / 1 t ~ iLT FENCE ( / r. ~ ~ I s ~ ~ 1 w 1
Ifi ~ 1 ( ~ j ( \ ~
i 1 Id 1 l ~ f 1 ~ v I
fi t I I ~ I / 1 / 1 . ~ I V l ~
U
~ { ° ~ d / ~ I \ 1 ! '645-,. 0 ~ \ \ ~ I / 1 f ~ ~ 1 ~ \ 1 1 ~
1 ~ I 1 /i~ w ~i , rr 1 ~ , , . ~ A ~ A
NOTES:
1. SEDIMENT TRAPS AND BASINS LOCATED ADJACENT TO THE EXISTING ROADWAY ARE INTENDED LEE m I
TO BE BUILT SUCH THAT THE DITCH SLOPE OF THE EXISTING ROADWAY WLL SERVE AS THE cv ® o
INNER BERM OF THE SEDIMENT TRAP. THE CONTRACTOR SHALL GRADE THE BASIN BOTTOM EXISTING CONTOUR ~ PROPOSED INLET PROTECTION IP-6.52
_ _ _ AND OUTER BERM TO MEET THE SIZE REQUIREMENTS GIVEN.
..~s5---'' PROPOSED ROCK INLET PROTECTION IP-6.55 2. SEDIMENT TRAPS AND BASINS SHALL REMAIN IN PLACE UNTIL THEIR RESPECTIVE DRAINAGE EXISTING INDEX CONTOUR ~ AREAS ARE SUFFICIENTLY STABILIZED. AT SUCH TIME, THE CONTRACTOR SHALL REMOVE THE w
r,,.-653--~''~ PROPOSED CONTOUR PROPOSED RIPRAP OUTLET PROTECTION IP-6.41 MEASURE, COMPLETE ANY GRADING FEATURES (E.G., DITCHES} SHOWN UNDER THE d z
w
SILT FENCE SF-6.62 TRAP/BASIN FOOTPRINT; GRADE ANY REMAINING FOOTPRINT AREA TO PROMOTE PROPER ~®,.~650~---•'°° PROPOSED INDEX CONTOUR PROPOSED DRAINAGE AND PERMANENTLY SEED THE AREA. J_ `\`~~U~ ni~r f~r~ 11.
EXIST1NG STORM DRAIN PROPOSED CHECK DAM -6.8 3. LINE ALL DITCHES WITH EXCELSIOR EROSION CONTROL MATTING SHEAR STRESS = 1.55 PSF) ~ ~ A J
OR UAL. 50' 2 ~,.-,~~-,~-,r,.•-„~-~-~,~,~-~-,.-v--,.-~,,~.,~,,,-.>-~ ter.,-. 50' 259 0 50' 100' 1509 ?°ESS J ~(i;~
rr ®m ~ DD(1Df1C~11 CTI117AA t1(7AtAI.Af`G CIE7[: -m-a~-u-c-a-a-s-e-at PR~POSFD PQRDUS BAFFLES d'CS-D.D~I , , .-nn nn..Tn ...~•..ns.. ..ter........ . ne-. ,n ...e,. . n, n.. n.•r.. nr . ~n.,nnr nnnnrn~rv ,n,! t"°"'
®®.a wo A, .a nve vvu.u u.unnr uiornnnvu. i u r l 1 0
- ew PROPOSED STORM DRAINAGE STRUCTURE PROPOSED DIVERSION DITCH E NORTHEAST QUADRANT OF PROPOSED GOLDMINE ROAD SCALE IN FEET = `a SEAT G tNG & PLANNNO 00N%XTA?M
1 ORDINATE WITH CITY OF MONROE FOR EXACT LOCATION. 26421 BHT. 4%4 PARKWAY PLAzA surm 35o 1 sp=500 8 01
PROPOSED HEADWALL PROPOSED MATTING M-6.1 NORTH G LJNA 25217 CHARLOTM • 704426-6070 FAX: 7
PROPOSED BITUMINOUS PAVEMENTS PROPOSED CONSTRUCTION LIMITS kE OF 43
5 www.talbertandbright.com

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I / / t I l ( \ 1 1 t
! ~ \ < ~ I ( i ~ ! s ~ 1 ~ i / / f / ! e ~ \ ~ t ! A
`y / Y Q r tad ~~r~ .q Q-
~ / 1, / s it ~ ti \ 1 I - / / I j ~ l \ ~ C / I 1 \ ~ E 1 e \ ~ ~ ~ , d ~ r ,may . 4
_ , ~ / ~ ~ 111 , ~ ~ ` e e
~ P~ l /f i I 1 r ! ~ i < ~ ~ s ~ ~~m~
/ / / ~ ' r f \ TOP OF DARE = 44.0 ~ ~ l ~ _ j / I ~ SEA T T PST 1 r - ~ ,r.. f / l ! I ? ~ BASE OF DAM = (641.5 ~ ~ \ ~
- b f 1 < 1 1 l e e e , ~ / OP OF DA~'~ 645 I I j TOP OF PO'OL`= X44.0 E ! e,
1 1 I ~ l ~ e e I C BASE OF DAM ~ 64.5 j I ` TOP OF DAM -~1 ~I = 8\ FT. i e ~ ~ 4.
~ 1 / T P OF POOL 1= 6sk4.0 ~ - ~ ! ~ \ ~ ~ j , ~ 0 ~ I BOTTOM ELL`V. - 64.0 1 e ~ ~ p~ ~ ~
e , ~ / i QP OF DAM NdIDTH ~ 5 FT. % ~ DIMENSIONS: 140 x55 x2.0 F~'. 1 e e ~ ~ ~,,,,y,1"' t ~
e~ ~ ` i ~ l ~ r TOM ELEM. _ , ~ 640.5 r ! ' ~ ~ ! e , BOTH , ~ ~OPOSE~ RO ~w
i e ' 1 1 e DIME SiONS:l100 40 x3.5 FT. / ~ e ~ ~ ! / l ~ `N PIP, INLEfT ! ~ . ~ F {t /y
J r 1 ~ , PR` TECTION a ~ y~ . e ~ i ~ \ jl~r~, J ~ ~
~ ~ j - _ , j ~ r t
I ~I I ~ v j 1 ~ ~ Il e
a / 1 - ~ ~ ! ~ ~
' ~ ~ la JJ G ~ ~ ~ z
~ r ~ I U 1° ~ I 1 ~ i ®o fe , e 5 ~ l /
r' ~ f j J ~
a e ~ ~;~xr~
e~ s
/ L~ ~ t .u-.-~.r _ 1 e~ 4 5C
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1, ~ I l~ ~ ~
~ ~
~ \ \ 1 \ o
~
1 / / ~ ~,4 ORS , I ~ ~ ! \ i ~ \ \
/ / ~ ~ SIL ~ \ / x' fir. V ~ ~ ~ ~
\ I ~ \ ~ Pf~~®P0St=0~-INL~T ~ , / ~ AT T STS ~ \ ~ t \ ; 1, ~ ~ a N m ~ to
1 I ~ r ~ / ~ PROTEC 0~-AT-. _ ~ ~ ~®7 ~ ~ ~ ~ ~ ~t ~ ~ \ \ ~ Ewa ~ ~ w
1 / / ~e ~ _ ~ T F~.[,yAM ~r, 644.5 PERMANENT SLOPE wl ~ ~'ROPOSED INL ! / , A e ~ ~ 1 1 _ S~ , DAM = } 640".5 1 n. ~ TOP OFb M = 646.5 ~ / ~ { ~e RAIN INLET ~ P130TECTION A ~ ~ ~ 646.5 ~ ~ AV ~ ~ w ~ ~ ~ ~ a
/ / `fie .,e TO F = i 64.0 ~ ~ ' I BASE OF D M = 1642.0 f e~ PERMANENT S pE ~ 1642.0 4 ~ \ a i n. o 0 0
/ t~, TOP 0 D~ TH ~ ,F ~ .-DR-A}N- ~ ~ . SOP OF P00~. - E~45.0 E'~45.0 1 f'` ? ~ ~ V i e 1 ~ ~
/ j j I ~ TTOM V~°'~ .63915 , / ~ ~ ~ ` TOR OF DAM !WIDTH - ~ FT.
f i e 3.5 FT. ~ RIP' RAP APRON f , PEA I~OS 6 R _ I > SCIONS: 4'S r.. . , : 1 , ~ ~ TTOM. ELEV. 61:5 ~ - ~ ~ ~ ~ t 1, I I f a f ~ ~ ~ l 1 ~ CLA S B, 20~,L ~1P IN T 61:5 % j f ~ ~ ~ l ~ e 1 '
s ~ \ e e ~ ~ t i=NSf4~ . 90-x"4 x3.5 FT, I ~ , ; eP TE ION ~ 1 ~ / e e e~ WAX 18 T ~ ~ ~ L. - _ 'x4 'x3.5° FT, ~ ~ / ~ 0 1 1 \
.f' \
~ .r e I ~ i ~ ~ ~ ~ / e ~ PR POSE k , ~ ~ i
\ 1 ~ f / e e ~ ALT '~'E CF645- E / ~ I ( ~ ~ ° ~ e e , ~ SILT F NC , f
1 1 / , ~ ' v ` . ~ A APRON ~ \ ~ / r~ - !
l ! j _ f ~ j e ~CL~S I140~'L X , ~ ' 1 l / /
/ ~ i ~ ,,f ~ ~ ~ I ~ / J
~ 1 ~ PHASING NOTE ~ e ~ / ~ \ 1 ( ~ ! ~ 6/ 3 ~ ~ J l J f ~ ~ ~ f l
\ \ INTS B T~4EEN PHASE A AND PSI SE B WORK SEE AL 0 e ~ ~ ~ ! / 1 ~ 1. AP~PRO~IMATE BREAKP(~ ~ e ~
1 ~ .}CHASING PL,~N' - SHEET 4) RE STATION 19+50 OF GOL ~lE RO~DI (BASELI E ~ ~ e ~ \ ~ . , ,
1 ~ ~ j ~ , a a \ a, ~ C Z . I 1 t ~ ! ' L1 ~-AN~D STATION 2+5 t~F SANFOR NE BASELINE Y2 THE ~ONTRAC ~OR ~ \ ~ 3>~ ~ r' , ~ ( ~ , ! i ~ f t v 1 / l
~ 1 ~ ~ i ~ t ~ ~ ~ v ~ SEI T ®1 r ~ ~ 1 1 ~ ~ , ~ r 1 ! SHALL INSTALL TEMP,9R'ARY SILT F,ENC AND/OR DIVERSIONS, AS NECESSARY, ~ ! t ~ ~ ee , ~ ®1 ~ I ~ d ~ J~ d .d _ _ _ 1
i 1 ! 1 I ~ I v . ! ~ I ~ VERT RUNOFF FROM THE CHASE A 1 1 ~ e e _ TOP OF D M' _ ,649 0 ! NEAf~,STATI~N.t9+50 TO CONjAi~N 0 DI ! ~ . e e _ , ,649 0 1 1 f ~ _ ` ~ l /
! i ! ~ ! ! ~ i ~ ~ HALL ~ ~ '~e r BASE AM = 164 .0 ~ ! 1 I R WOR3~` RR~A INTO SEDIMENT CRAPS S~ -1 AND ST-6. -~Fl4ElCONTR~iCTOR S ~ ti , ~ e ,S~ ! ~ ~ l ! ! ~ 2 ! ~ ~ f,~~,~ a, ~ - /64.0 ! ~1 ( t. ( /
I P IDE T MPORARY SILT 1 ~ y ~ ~ ~ TOP'OF POOL - J 6 ~7.5 ! VNSTAL SEDIMENT TRAP -12 DURII`~G, PHASE ~N~D R ,E ~ ~ I 1 J~ 1 I I a j , r r ~ _ J6~7.5 ~ \ f I FT ~ l ~ _ ' t 1 ~
~ ! ~ A D OR DIVERSI~3N S A5 NECESSA~R1', NEAR STA ON +50 TO CONTAIN 1 ~ ~ . ~ ~ TOP OF DAM WID,Tt~ - FT 1 FENCE / (}f ~ I ~ 44. ~ \ ~ 1 l I'~
~ 1 AND DI RT RUNOFF FROM THE PHASE ACONSTRUCTION--AREA TO SEDIMENT ~ ~ I ! , r / ~ BO TO E~E~L ~ ~ ~ i ~ ~ ~ / I ~ j a f , ~ ~ ! ~ ~'f2AP T-12. / ) 1 I , G~~= DIMENSIOT~IS: 60 x30 x .5 - ~'X .5' - ~ J ~ ~ ~ ~i
I 1 ~ -w. / J ; ~ i ~ 1 1 1 1 I ! LET10 OF PHASE A WORK, THE CON~TRA~TOR SHAL BEGIN PHASE r , ( i~ ~ti ~ ~ ~ ~ ~ 2. (AFTER COMP I ~ ~ ~
~ 1 1 1 R ! / N THtS AREA BY INSTALLIN ~SEDI~R ICY TRAP ST-13, R MOVING ONLY ~ ! ~ ' ! ~ 1 IBW~?RKI j ~ ~ ~ L`~~ ~ ~ ~ ~ r ~ ~J ~
! 4 I ! I I , I ~ THp,T EXI5TIN~ SANFORD LANE PAV ENT ~ GfwSSARY TO COMPL SEDIMEN j 1 ~ .
! OR PRO ED~NG WITH OTHER PHASE~3 ~ ~ ~ t ~ ~ ! ! I i ( { AP 5T- ~ INSTALLATION, BEF ~ e ~ e ~ ~ ~ ~ ~ ~ ~ f /
~ 1 I T R OVAL AND GRAD( OPER TIf~NS. I I I-''' ( ~ ~ f 1 1 ) I I { 0 1 P VEMEt;f EM ~ t f. ~ l ~
~ / i RING' PHASE WORK ANY TEMPORAR M°E SURES THAT WERE INSTA LED J I i ~ ~ ~";l 1~ l j j I! j 13. U B I e ~ ! j s ~ ? 1 iTA~TE THE P ASING AY BE REMOVED AS CESSARYJ ~ 1 i ~ PROPOSE , DURING PHASE A TO FACIL j ~ ti e r I t.~~` '
1 4 j r j I I I T R RESP NSIBLE ' ~ SILT FENCE e < <.<, f E W I~K. HOW WER THE ONTRAC 0 IS j / , TO G~OMPL TE PHASE B ~ ~ ~ I 1 ~ 1 e , J
(4 / 1 1 1 1!/ T I~ ~ e ~ ! j 1 , / a FOW PROVIDING ANY ADQITIONAL TEMPORARY ME \SURES NECESSARX 0 t j _ f ~ I ~ , ~ It.. ~
! ti r CONTROL SEDiMENT;L~9E~V R~JNOFF/FROM THE WORK AREAS./ i i { ~ / / I c~ 1 1 ' T T T ~ , ~ / 1 ~ t' / /
1 1 ! J l , ~ / /
1 f , ~ f l 1 / i 1 ( TOP (~F DAt~1 ~50.Q ~ ~ ~ 1 J~ w J ~
( j l ~ i ( ~ e / ASE F D 646.0 ; ~ ' ~ f/ T P 0 P00 - ~ 8.5 / 0 ~
j 1 1 ~ / f s l i I i e ~ / \ ! I / f / / ~ t I l I I 1 / / \ A / t t TO OF DAM WIDTH = ~ FT. ~ ~1 ~ 1 /d r~~
l 1 I I 1 ) 1 / / ~ / 11 / e BOTTOM ELEV. _ '645.0 ~ < ~ l~~'f ~ d d/ II ~ ~ ~ ~ ~ / ~ 1 / / f d
1 / / / i ~ i DIME~NSI NS: 0 x25 x .5 FT. l ~ ~ % ~ ~ f f /
f j ~ / / ~ 1 J f I i ~ MG ~ o ~ e'`, d f `r ~
/ / /,Ilr 111 1 f.- / / 1 ~ ~
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NOTES: al
LEGS 1. SEDIMENT TRAPS AND BASINS LOCATED ADJACENT TO THE PROPOSED ROADWAY ARE INTENDED TO BE BUILT SUCH THAT THE 1AT THE cv
BERM TO THE PROPOSED ROADWAY SIDE (INNER BERM) "MLL EVENTUALLY BECOME PART OF THE ROADWAY DITCH FORESLOPE !ESLOPE ~ o
° EXISTING CONTOUR PROPOSED INLET PROTECTION ?P-6.52 AS THE EMBANKMENT IS BROUGHT UP TO FINISHED GRADE -THE TOE OF THE FILL SLOPE SHOULD COINCIDE WITH THE TOE
OF SLOPE OF THE INNER BERM. THEREFORE, THE INNER BERM INSIDE SLOPE SHOULD BE CONSTRUCTED AT A 4:1 SLOPE TO ..~5a- EXISTING INDEX CONTOUR PROPOSED ROCK INLET PROTECTION IP-6.55 MATCH THE PROPOSED FINISHED GRADE AND THE CONTRACTOR SHOULD STAKE THE TOE OF FILL SLOPE TO DETERMINE THE OPE®~ 50' 25' 0 50' 100° 150' E THE Q
P POS D CONTOUR PROPOSED RIPRAP OUTLET PROTECTION IP-6.41 TRAP OR BASIN LOCATION. ~,.--653 Ro E 2. AS THE EMBANKMENT IS BROUGHT UP TO GRADE THE CONTRACTOR SHALL CONTINUALLY PROVIDE TEMPORARY DIVERSIONS a LIONS SCALE IN FEET Z
50---'' PROPOSED INDEX CONTC~IR PRQpOSED SILT FENCE S~'-6.62 AT THE UPSTREAM END OF THE TRAPS/BASINS TO DIVERT THE MAJORITY OF THE RUNOFF FROM THE WORK AREA(S) INTO INTO 1 "=50'
THE TRAPS/BASINS. AT THE SAME T1ME, THE CONTRACTOR SHALL PROVIDE TEMPORARY SILT FENCE AT THE DOWNSTREAM REAM „ yuiau ti
EXISTING STORM DRAIN PROPOSED CHECK DAM D-6.8 r^'~ END OF THE TRAPS/BASINS TO CONTAIN RUNOFF FROM THE WORK AREA(S) IMMEDIATELY ADJACENT TO THE TRAPS/BASINS BASINS ~'~~~°ESS • ~i~=,
nn..nnnrn nnnn. in nerri rn .inn eeel IIAaTIf nlr reAn AAlveerAlT (l^ n111tT iln rAlnilnil Th AltMdl nliAlnrr rnnsd Ttir IALAACf~IATCIV An 1AnrA7T AarA/e1 Tn CA17C6 TIJC 'cb TIJC _ n oJ'. A!
• = r m PROP05LU 51ORM DRAINAUL PIPL --K-=-m--"---'- rKUrVZ)Cu rVrtuw DnrrLr-Z) f-D-0.0 VIN IIL Ir1G CMDMIVPIIVIGIV I 10 DUIL1 Ur" CiVVUVfI IV MLLVVY Ruimurr rRVIVi it c IIVfMCUTA ICLI t1 um-'Gltl 1 ri1%CHkJ1 IV CIV ICR Inc-
0 PROPOSED STORM DRAINAGE STRUCTURE PROPOSED DIVERSION DITCH TRAPS BASINS OVER THE INNER BERM. TD-s.2o 3. SEDIMENT TRAPS AND BASINS SHALL REMAIN IN PLACE UNTIL THEIR RESPECTIVE DRAINAGE AREAS ARE SUFFICIENTLY G OONSUTANTS 26421
00 P AY M" WM"MW, S= 350 SHT. 21 MARLOM NORM QMUNA 28217
AT SHALL REMOVE THE MEASURE COMPLETE ANY GRADING FEATURES E.G. PROPOSED HEADWALL PROPOSED MATTING M-6.1 STABILIZED. SUCH TIME, THE CONTRACTOR ( , l~ DITCHES) SHOWN UNDER THE TRAP/BASIN FOOTPRINT, GRADE ANY REMAINING FOOTPRINT AREA TO PROMOTE PROPER
PROPOSED BITUMINOUS PAVEMENT VW m PROPOSED CONSTRUCTION LIMITS DRAINAGE AND PERMANENTLY SEED THE AREA. .I'm m 4. LINE ALL DITCHES WITH EXCELSIOR EROSION CONTROL MATTING SHEAR STRESS = 1.55 PSF) OR EQUAL. E PHONE [phone] FAX 7
43 /<«ui ;\1.7- ® www.tolbertandbright.com 0 F

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j ~ P 0 OSED ROCK ~ ( _ w ~ ~
~ J {PE INLET r _ ~ ~ \ , ~ ~
f r PROTECTION j ~
r TOP OF DAM 654.0 1 ~ \ ~ , `°~PROPO ~ 1 \ AI I if / # f i ~1
/ BASE OF DAM` = 649.5 T~ i , o•, ~ I t e ~ I T T ® PIPE INLE l v ~ 1 / ~ ( 1 P f I ~ / of
TOP OF P~dL = 652.0 _ ~ , / _ TO OF DAM = ' 653. f ---655 ~ / TOP 0 'DAM WIDTH - 8 FT. { / Tl9P OF DAM = ~ 65~. ~ ® ~'.~C~IO~` ~ ~ S ,DINT STS j ii i~ ~ i t
,F 5 / ~ tj t is 1 BOTTOM ELEV. = 650.0 j BA E OF DAM 649 / r BASE b DAM = ~ 6461.0 / ' F., I~ ~ { ~ ~ ~~f~ ~ ~ ~ ~ TOP FDA = 1 g47~ 5 ~ f ~ i I I 1 l ~
9 ~ - 65.0 / ~ ( ~ 1 D MENSIONS: 120 x40 x2.0 FT. ( TO OF POOL - TOP OF PbOL ~ 64.5 ~ ~u \ ,u ~ ~ ~ ~ , ~ G E FDA = i 643:5 ~ ~ f 1 1 I I I
I / I TO OF DAM WI TH 5 / TOP OF DAM WID = 5 T.rr R P~cE1~ CK-., i ::tea i / ~ ~ 1
/ : ~ . BOTTOM ELEV. - 64.5 i ~ ~ J _ ~ _ BOTTOM ELEV. = 164.01 IP IN~.ETi d ECK ' ~ . ~ - 0 F POOL = i 646.0 1 1 i ~ I 1 t N ~ ~ ~ i ~ ~ T 0 ~ AM ~tID = 5 FT. 1 ~ ~ f ~ 1
/ 1 DIMENSIONS: 3b x15 x3.5 1FT. I / / r , , ~ { 1 r DIIJhE SIONS: 60 20 x .5 ,FT. P O F~C~ON 1 / ! / ~ r O~ON ~ ' ~ i ~ ~ v BOTT Uf = 1 642.5 ~ ~ 1 d , I
\ ~ 1 t i 1 i ~ ~ MENS! ' 20Cx3.5' FT. i 1 i o ~ ~ o ~
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't,~ Y ~ i ~ ~ ~ ® I I . PROPOSED I I I l l 1 ! ~ I l I I
~ _ w SILT FENCE j / r f' ~ I ~ i ~ ~ ~ (
1 ~ I i ~ ~ ~ i , I , DIE T ( 1 IP RAP APRON ~ l I I ~ S ~ ° { I ~ I I ~ ~ { a.._.,__
I~ LASS B 301 L ~ I 1 T P OF,rDAM = 650.5 I / j
I PROPOSED I( ( ~ ~ i I 1 r I 1 I I S 1 , ~ ~ BASE ®F DAM - 646.0 / PRO QISED RO N j x~ 15 W x 1sf T t ~ ~ T i i t O~EDf RO~K I ~ t \ ~ ,
l SILT FENCE ) 1 I i _ 9 { ~ T P POOL - 6 9.0 PIP If~LET~ I ENT T ST ~ b 0~ ~ / 1 I ~ I i I l f I \ h
~ 1 I ~ l I } TROP 0~ DAM .WIDTH - FT, PR TE,~TION 1 ~ TOP OF DAM = 653.5 ! I l ~ _ I / 1 ! I I ~ ~ 1 _ OTTOMf ELE~ - ,645.5 i ~ ~ 0 ~ ~ ~ f ~ ~ ~ )TE,~TIaN ( 1 ~ ! ~ 1 ~ ~ ~ ' l ~ If ~ 4 4
/ t ~ 1 _ I BASE OF DAM = 649.5 I I ~ / , j , , , / / ~
l I 1 ~ ( I 1 ! DIMENSIONS. 75 35 x3{.5 R~`. / f I TOP OF POOL = 652.0 ) 1 I ~ ~ ~ ( f f f . E ~ R!P ~A~ APRON E ~ ' ~ I 9 ~ ~ ~ , , 1 J f (~LAS~ 10' L RIP RAP APRON o
TOP OF DAM N~DTH = 5 FT. t ~ \ / / / I 0 1 I l I I 1 { ( / l / ~ # ~ f f I i ~ X,1q' ~ ~X 18~~T} (CLASS I, 4D' L x ~ ENT T ~ ~ \
BOTTOM ELEV. = 648.5 { 1 ~ 1 / I 9 9 , 1 I ~ / i i i l I I x30 x3.5 FT ( { I ) ~ ~ I I f ~ ~ 1, ~ 1 1 ~ ~ f I ~ ~ ~ 20' W X 24" T) TOP OF DAM = 6 5.5 ~ \ ~ ~
DIMENSIONS: 65 .1 1 / f ~ 1 1 I I I i i t I i ; ~ l ~ I 1 ~ ~ ~ ~ ~ ~ ~ BASE OF DAM = 6 1.5 \ ~ ti ° ~ K
1 / / 1 1 I 1 i r t l{ r r t lI ( 1 I ! ~ f~ Jf ~ ~ i ~ TOP OF POOL = 6 .0 \ a~
~ ~ ~ ~ TOP OF DAM_ WIDTH 5 T. a
( ~ I l l l l ~ f! / r 1 I ` ! i ~ , ~ / ~ f ~ ~f / ~ • BOTTOM ELEU, = 6415.
I t \ f r I,~ / ; ~ r~ ~ DIMENSIONS: 55'x25°x3.5' T. ~ ~ ~
I ~aa ! 1 1 ~ ~ i
~ 1 I \ ~ l~ lfff ~ ~ ~ 1 ~ l~ 1
/ 1 ~ \ \ ti f
1 t 1 ti ! ~ ( 1 \ PHA~1N~ NOTES: I t 1 ~ \ / / f ! f f( ~ i~ ~ ~f ! / / ~ ~
1 ~ ~
/ ~ 1 ~ APPROXIMATE'BIKPOINT BETWEEN PHASE A AND PHASE B WORK SEE ALSO / _ - ~ 1 ~ A / /
1 ~ ~ ~HQSING PLAN -SHEET 4) IS STATION 54+75 OF GOLDMINE ROAD (BASELINE / / ~ I ` ~ ~ ~w• 9 i I I ! l l~ l ~ f~~ ~ ~E ~ p
/ ( ~ ! L1 ,THE CONTRACTOR SHALL INSTALL SEDIMENT TRAPS ST-3 AND ST-9 r ,F ~ ~ r I , / / ~ fll !i t ~ ~
j ~ i ~ ~ \ \ ~ URING PHASE A AND PROVIDE TEMPORARY SILT FENCE AND/OR DIVERSION(S), ~ l~ ~ ~ ( i f ( / ~ I ~ A NECESSARY, NEAR STATION 54+75 TO CONTAIN AND DIVERT RUNOFF FROM i ~ ~ ~ ~ ;I~ l ~ 1
s ! ~ ~ ~ N 11 N AREA INTO THE SEDIMENT TRAPS. / { ~ THE PHASE A CO STRUC 0 I ~ ~ 1 pf ~ f ; I
~ ~ ~ NTRACTOR SHALL ALSO INSTALL A TEMPORARY CHECK DAM IN THE i ~ _ _ ~ I 2. THE CO i
° o EXIST1NG DITCH ON THE WEST SIDE OF PRICE SHORTCUT ROAD AND A I ~ 1 i ~ ~ ~ / ~ 1 R° 1 I~ ~ i
1 ~ ~ Y ROCK Pi IN T PROTECTION AT THE INLET OF THE EXISTING 18 i 1 I r 1 ~ TEMPORAR PE LE
( / ~ AT TH I R CTION WITH / i / ~ I ~ RCP UNDER EXISTING PRICE SHORTCUT ROAD E NTE SE i ~ / ~ 1 f , ~ ~ ;!1 P
9 ! ~ / / J 1 EXISTING GOLDMINE ROAD. 1 l I t l I~ 1 ~1 ~fl~ i
! ~ I OR THE CONTRACTOR SHALL BEGIN PHASE B i j _ _ _ ~ 3. AFTER COMPLETION OF PHASE A W K, / ~ \ _ 1 ~ T TRAP T-4 AN ST-10 I ~ ~ I I~ 'j ~It~ ~ Ir
( WORK IN THIS AREA BY INSTALLING SEDIMEN S S D , ~ ~ ~ I DMINE ROAD PAVEMENT NECESSARY TO I l / ( REMOVING ONLY THAT EXISTING GOL ~ 1 ~ I jl l~ i
_ _ ~ ~ ~ ! COMPLETE SEDIMENT TRAP ST-4 INSTALLATION, BEFORE PROCEEDING V~TH OTHER I I ( 1 I ~ 1 ~ fff ~ ~
1 1 PHASE B PAVEMENT REMOVAL AND GRADING OPERATIONS. ! i
I 1 ~ 1 ! 4. DURING PHASE B WORK, ANY TEMPORARY MEASURES THAT MERE INSTALLED 1 I ~ i I I Ja ~ 1
~ 1 I f ~ ( DURING PHASE A TO FACILITATE THE PHASING MAY BE REMOVED AS NECESSARY / . \ ~ I ! I ~ r~ ~ J ~ ~
TO COMPLETE PHASE B WORK. HOWEVER, THE CONTRACTOR IS RESPONSIBLE I E \ ~ J T ( 1 f f Ir ~
~ FOR PROVIDING ANY ADDITIONAL TEMPORARY MEASURES NECESSARY TO CON ROL 1 - ! ~ ~ SEDIMENT-LADEN RUNOFF FROM THE WORK AREAS. I 1 { 1 jf ~ d~ ~ 1 ~ { f
1 l E ~ / f 1 {
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NOTES:
1. SEDIMENT TRAPS AND BASINS LOCATED ADJACENT TO THE PROPOSED ROADWAY ARE INTENDED TO BE BUILT SUGH THAT THE THAT THE 0° 5O' 25' 0 5O' 1O0' 150° ~
END BERM TO THE PROPOSED ROADWAY SIDE (INNER BERM} WILL EVENTUALLY BECOME PART OF THE ROADWAY DITCH FORESLOPE N DRESLOPE
(fN FILL SITUATIONS, AS THE EMBANKMENT 15 BROUGHT UP TO FINISHED GRADE -THE TOE OF THE FILL SLOPE SHOULD OULD ~
.y- - EXISTING CONTOUR ~ PROPOSED INLET PROTEC110N IP-6.52 COINCIDE WITH THE TOE OF SLOPE OF THE INNER BERM; IN CUT SITUATIONS, AS MATERIAL IS REMOVED}. THEREFORE, THE RE, THE ~
INNER BERM INSIDE SLOPE SHOULD BE CONSTRUCTED AT A 4:1 SLOPE TO MATCH THE PROPOSED FINISHED GRADE AND THE EXISTING INDEX CONTOUR PROPOSED ROCK INLET PROTECTION IP-6.55 CONTRACTOR SHOULD STAKE THE TOE OF FILL OR CUT SLOPE TO DETERMINE THE TRAP OR BASIN LOCATION.. AND THE SCALE IN FEET 1 "=50' ~
2. IN FILL SITUATIONS AS THE EMBANKMENT IS BROUGHT UP TO GRADE THE CONTRACTOR SHALL CONTINUALLY PROVIDE 'DE z
i 53--~•'~ PROPOSED CONTOUR PROPOSED RIPRAP gUTLET PROTECTION IP-6.41 PORARY DIVERSIONS AT THE UPSTREAM END OF THE TRAPS BASINS TO DIVERT THE MAJORITY OF THE RUNOFF FROM THE TEM / FROM THE w
50-~-°' PROPOSED INDEX CONTOUR PROPOSED SILT FENCE sF-s.s2 WORK AREA(S) INTO THE TRAPS/BASINS. AT THE SAME TIME, THE CONTRACTOR SHALL PROVIDE TEMPORARY SILT FENCE AT FENCE AT
D-s.s THE DOWNSTREAM END OF THE TRAPS/BASINS TO CONTAIN RUNOFF FROM THE WORK AREA(S)IMMEDIATELY ADJACENT TO EXISTING STORM DRAIN PROPOSED CHECK OAM THE TRAPS/BASINS UNTIL THE EMBANKMENT IS BUILT UP ENOUGH TO ALLOW RUNOFF FROM THE IMMEDIATELY ADJACENT CENT : ~FE..S%oA~
c
m m m ® a ® PROPOSED STORM DRAINAGE PIPE PROPOSED POROUS BAFFLES ~B`s•s~ AREA(S) TO ENTER THE TRAPS/BASINS OVER THE INNER BERM.
Y = Z ;off SEAL
A PROPOSED STORM DRAINAGE STRUCTURE - - PROPOSED DIVERSION DITCH D7 .20 STABILIZED. AT SUCH TIME, THE CONTRACTOR SHALL REMOVE THE MEASURE, COMPLETE ANY GRADING FEATURES (E.G., E.G., :s 26421 PARKWAY G SHT. Z- 4944 PLAM BOULEVARD SUM 350
3. SEDIMENT TRAPS AND BASINS SHALL REMAIN IN PLACE UNTIL THEIR RESPECTIVE DRAINAGE AREAS ARE SUFFICIENTLY PROPOSED MATTING DITCHES) SHOWN UNDER THE TRAP/BASIN FOOTPRINT, GRADE ANY REMAINING FOOTPRINT AREA TO PROMOTE PROPER PROPOSED HEADWALL ~T :R =9~° ~~6lNE~ : CH MNORTH CAROLINA ' 28217
DRAINAGE AND PERMANENTLY SEED THE AREA. /c PHONM 704-426-6070 FAX 7 k E' ` OF
PROPOSED BITUMINOUS PAVEMENT PROPOSED CONSTRUCTION LIMITS 4. LINE ALL DITCHES WITH EXCELSIOR EROSION CONTROL MATTING (SHEAR STRESS = 1.55 PSF) OR EQUAL. f <<i r o r ® 43 www.talbertandbright.com
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