20060774 Ver 1_Site Plan_20060627

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PROPOSED STREET IMPR ' VEl\I SUB ID
GE HA
HARRIS TOWNSHI
FRANKLIN COUNT, NORT OWNER: RIDGE C ~MP LOUISBURG, N. C . 1
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PREPARED BY
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JOHN HAMME CIVIL ENG 151 BELLE STREE
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HENDERS~N, N.C. 2' (252) 492.-68'70
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FILE RIDGE--ZIP--5
DWG Y-059-A
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s i t e d Ij d Ct t Ct Wilder Village
P.R.F.3 sl. 25a
owner developer [7eon Real 112 S~rat i.oufsburg, Real Estate, tnc. . n
Stratford Or. • ne ~ s ~
'rsburg, N.C; 27549 N. r w
91.9-$53 minimurri !ot wid#h a ~-$53-3298 T ~rid#h at b.s.l. 1 Q0 feet ~ ~ - ~
140+-- I 20.flQ8 sy. ft. ~o be served b 126.5+- . acre zoned ~0+-- IOts ~ C . ~ ' 2 r ~ ~ ~ ~ 1 ~ ~.1
ft. rain, lot size rued by county water /f . ~~7
- . 4EI'BS tOtG11 r7 f r,. w ~ ~ .f~ ~ ~
front setbac s+de setbac rear setbac ali roads to be Ty 10,370+- feet zoned ar 4V' is Eatmon ~L _ ~ a ,u u~ settxtck ',~0 #eet ~ c'- _ c~ _ ~ cra
setback iQ feet ~ ~ '1~ .x 1 r: r \.J ~ ~ , X ~ ~
setback 25 feet 11 18.6 17 122.~>J' t.i 6 be Type lil Public '1~ ~ ~ - ~~i ~ r.~ Ec~n~ c~
-feet new stFeets oll streets have a 50~ r w ~ 109 ~~~E'~ ~ ~ - n t s ale a Q G ~ c c
Ridgy Haven Twin Creek Qr , ~ , C,
-eek Qr. 3250+- o~ c>5~ ~ ~ 0 81 ~ ~ ~ ~ r~..:7 rn
Harley Court Cotton Qrive > . Court 7~0+-' ~ h ~ ~o <y ~ . Qrive 500+-. ,~,y1 r , ~ h. fi`<~ n rx~ ~ U~ E .M \ 1
Tokraceo lane ~ lane 500+-' ~,r , ~ • X17 C ~ ti . r- . ~ ~ ~ ~ c
Lodi Lane Kiaka Court ine 1844+-' r ~ N> ~ ~ .76 t .7~ ' 1 £~t~' 12~.~~ > 'OUrt 250+-' ~ ,t,,;`-, ~ . ~i9' 1 l 2 1. l ~ ~ ~ ~ 1 ~ c. C.) ~~j
proposed 5 phas see base lines 5 ~hase develo ment ~~i ~ r O P ~ 112 , 111 ~ M 1 ~ 8, Q - ~ 7, f.:i ~ 1 7 1 ~'t ~ ~ r r~ ~ ~ ~ I~ 1 1 1 ~ ) J
trac~ is mostly e Ines on plat mostly wooded ~r ~ ~ ~ . , ~ ~ f> ~ r~ 1
12" water main o a prod a# ph n ~ i s ~ 7 - 71 - main ors th~ wes~st~e o,~~( ~ ,~59 - 7 v ~`V
ai! street intersectio sight triongfe ~rsections will have a 10 X 70 - . 3 } ~ 4~ ~ cis n
turning lanes shall b N.C. Grid North Shall be as required by local autho ~ ~ hC> ~ ' i I 76 > ~ ~ ~ ~ 1, . f~ . 64 v ha r w rid ~ e ...a •..r ~ ClfS Q ~
, - i 115 ~s~.._ C,'. ~ i-~~ l_1 ~ ~ ` , 6 ~ ~
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139 1 139 ~ ,i J ~ ~ ~ f; t.a~, ~ 136 ~ ~ ~ ~ r~ , ~ N~; l r C ~
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~p` (t) ~ 12 x`` i ~ ..1 )'1 l i ~ i { ~
i~ 11 ..k , ~ ) 40 1 ~ ~ ~ , 122 ~ ~ . ~ ,t ~ ~ ':c.."'' , > 9 ~`Y, S 035'07"E ' a', ~ ~ 8 ~ , 122.60'
.Q 1. 1 ,r~, ~ ) 1 1 , x, ` _ n f
t r ~ t ''t ~ 1 , 'r ~ ~ i<~. ! r M.B. Jeffreys
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r 1 t y l i ~ l ) ~ t.) ,t l ,C~ ~ i i
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15' land scope easement to be maihtained by r~ ~ ~ ~~~.1 ~ 1 ~ . ~ . p r e l i m i n a r y p l a t o f
Homeowners association 0 l ~ . ~ 1 y ~ T I property o f
r~ J ! n f O ~ ~ , f . Jfr . , ~ e eys RIDGE CO., LLC
~G 77 ,~c~. G , , 11.. ~ _,1 ~
BOBBITT SURVEYING, P.A.
P. 0. BOX 952 \ 443 DABNEY DRIVE
a e, $ENDERSON, NORTH CAROLINA, 27536
(OFFICE) 919 - 438 - 5162 (FAX) 919 - 438 - 7494
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zoned ar
front setback 30 feet side setback 10 feet
rear setback 25 feet
to be served by county water 20,000 sq. ft. mint. lot size
~IINARY PLAT " a~~ roads to be dedicated public 10.000+- #eet new streets
142+- lots
SALES, RECORDING, Harris Township
1 . , CONVEYANCES. ~ Franklin County, North caroiina
Scale 1 200 feet August 23, 2000
jd39 disk z5

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UNE CHANNEL WITH NAG S150 ~1~~.~c ~ 4 0~ ~2
D(. SEDIMENT PIT (STPi i t +t 0) 70 o ~ ~
46 ~2~y~~ B-2 Wb :2.00' 34
~EP1'H ~ o.7s' 45 C 44 - ~ ~
Q E~l(t NIN L LINED WffH ~
` f s f, ' DfISTING NAG 190 BN Q ~ ~ i
~y k . ~ ' I PERMAWEtJT RIP I, RAP APRON 5 Wt 6.0` Wb ~ 2.0' ~ ~ z• ~ ~ ~oX
p 0.80, ~Q
w S I ~ ~ ~ El(ISTING ~ TEMP SIL EX1541PtC ~ '4 ~ ~ ~ OR DIVE 6' GATE YAIV'E El(ISTING C~/ TEMP SILT FENC a M q~ ~ PERMkNENT S. MENT
OR DNERSIOM W r w ~ RIRRAP APRQN 'A" P $-2
do VALVE 9127( ~ , ~ ~ ' StA f 3+Q0 STA 13+25 ~ 6" SATE YALYE AND Q VALVE BOX.
STONE- CHECK D,AM TEMP piVE R TRIANGLE 4.9' TEMPO ONERSION O1TCM _ ~ TEMPQRARY SfA 15+00 pSSEMB~~T pIVERSION DITCH 5~p~ GHECK WPM ~~Q~ j ~ ~y iQ'x7~=~
~ I ~ 10'x7 ' ~o'x~_ r _ 7p _ ~ ~ULVFRT - SILT ~ . ~F~ ~ ~ FENCE/ F ir? ' . ~ ~
40~ ii? ~ G~ T~WVGL EX C _ Tp - - r o
. , ~ .w.. ~ ~ ~ . ~ ~ rev s•..PU~c Q
18" EX: 6": P1!C W hWN N w w -.-----r w w ~ cv
N~ kEw wx ~ux+ ~ ~o • w R Ti4P 6 PVkiT TO 8 PVMi IN Q. 4.0' ° 30' PA ENT TAPER .0 E4CH SIDE PA EN ~ A +9
~4P~"~ ~ Y + - ~ BEGIN T11P AT SfA 4+00 ~ ~ - - 1 b+04 13+30 15+62.52 7 6+ 15+95 ( Ste) 8+50 i~ 8X2X6 7EE AND 100 APER _FER 1.0 E ~H SIbE ~ ~ ~ Z Lj w
CANC_ iH 20' PAVEMENT 9+00 30 _ 40 10+16. Q+50 CQNC: ZF(. CttW~! Sy'A 1 SO _ _ 20' PAVEMENT _ - - N 84 30'56
'1~1+1~0 11+30 1 +00 1+60 13+00 13t5U ~c w
3 - J CONCRETE Bt.OCICIN6 T'~ o w
i 8 pyM1' $TA +48.7 ORCH . r. ~ _ .r - - _
~p r Tp~~ - ~ ~ ~ TD SEDI'"M SILT NCE REVISIONS.
Td TEMPO DIVERSION DRCH A 1 S9
TEMPORARY GRAVfI. TYPICAL TYPE '8" STA 13+0 W TBR SERVICE STONE CHECK DAM TWIN CREEK DRI / P~B-~ ~ PERMANENT /
CONryS~TRUCTI N R SMALL SEE DETAIL) REA1dVE SEDIMENT PITS IF TRI UTARY LEVfL SPREAD /
8x81 x6 TEE. ~!S~F.E OET/UL 6" GATE VALVE. AREIS MA E BEAN ENI'LY IZfD. ~ IF NOT, VE IfTER 19UTi1RY HAVE S?ONE CHECK DAM B_~ / M~ / / tr) N
~ ~ CONC. d1.OCKIN TEMP ICT FENCE OR D ION DITCH ~ ~ ~ BEEN P ENTLY ABALIZE~. ~ ~ / / ti~~ ~ N 1 m
Q 'O
1 r / / xM
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O O QC.t U Z 3:
Q ~ WAN Z ..-i Q CD ~0 CO (n~ on -
NOTES: ( ) LINE CHANNEL WIT}I NAG S1 S0 STA 13+50 TO LEVEL SPREADER 8-i 0 L.Lj r- (%4 U-) 0 0) C%4 z
t . A2112 X03 R XUG~Z D CORi~U~GA`110N~S N A~CCORDANCENWIT~}I ASTM IA 929 MID A4SHT0 Wt s 7.25'
P LA.N M 274 SPECfFlGT10N3, GAGE AS SHOWN ON tHE DRAWINGS. wpEPTH =0.75' 2. ALL WORK SHALL MEET '1'!1E REGIUIREIANETS OF NCDOT, NCDENR AND FRANKLIN COUMY. Z ~ > w ai
3. CONTRACTOR SHALL SUBMIT S SETS OF SFIOP DRANANGS TO THE ENGINEER BEFORE ORDERING AIATERW.S. UPON APPROVAL OF THE ENCINffER AND THE FRANKLIN COUNTY
SCALE 1 INCH = 30 FEET DIRECTOR OF UTilR1ES, 3 SETS WILL 8E RETURNED TO 7HE CONTRACTOR. PRaFILE a w
4. PROJECT BENCHMARKS WILL BE DETERMINED 9Y B08BITT SURVEYING Of HENDERSON. unei~nurs~ onen v ~[.uuFUi FRA11 PRELIYINAR7 PLAT ENT1TlED DEAN REAL ESTATE. INC. _ . r. r, rr r-r w a.. w
V AS ~ PREPARED BY B08BITT SURVEYING, INC. DATED AUGUST 23, 2000. HUK SLALt I Iivl.h ~v r cc i
NOTE fOR REVIEW AGENCIES: g, ppNTp1JR$ FROM AERIAL TOPOGRAPHY B'Y GEO DATA CORPORATION. 7. ALL COMPONENTS OF THE WATER WSTR~BUTION SYSTEM ARE TO BE INSTALLED VER SCALE 1 INCH = 10 FEET aLAJ oN
1. EROSION GON1'ROL PLAN TO STA 11+20 WAS APPROVED 9Y hCQENR DIVISION OF PR10R TO PAVING. 8. NAC REfERES TO EROSION CONTROL PRODUCTS AS MANUFACTURED BY NORTH AMERICAN
L~Wp RESOIiRCES NIAY 17. 2001. 2, STREET PLANS TO STA 10 50 YYERE MPROVED BY NCDOT MAY 10, 2001. GREEN. CALL JOHN PARRISH AT 919-230-19at1 TO ORDER. SIMILAR PRODUCTS MANUFACTURED BY OTHERS MAY 8E USHD PROVIDED THEY ARE EQU1~L ANO ARE APPROVfA \A CApo
3. WA1ER DISTRIBtli1ClN Sl'StEM 'f0 VALVE AT STA 10+60+- WAS APPROVED 8Y NCpENRPUBUC WATBR SUPPLY SECTION JULY 9, 2001. SEE NCOENR SERIAL BY THE DMS10N Of IJ~ND RESOURCES OF NCOENR: CALL 919-571-470D FOR INFORMATION.
0100718. I.O. ~ 02-35-U30. 9. PIPE FOR WATER MNNS SHALL BE CLASS 200 PVC CONFQRAIING TO THE REQUIREMENT5 OF AWWA STANDARD C-900-89. atJ. FlTTiNGS SHALL 8E DUCTILE IRON OR CAST IRON ANO SHALt CONFORM TO 0 OR
H ~ MADE 8Y MECMANIC~4LAJ01M5• C THESE FlTi1NO5N AND ~ALV~S S41ALL CONFORM TO HE S s
RECUIR~AIENTS LISTED IN PART FOUR, SECTION ONE. 10. CONSTRUCTION METHODS AND M~4~TERIAIS FOR THE WATER DISTRIBUTION SYSTEM MUST MEET THE 1
REQUIREMENTS OF FRANKLIN COUNTY MID NCDENR.
It ~CE
Lmin = KA = 30(-5.00+6.70) = 51' Lmin = KA = 30(-6.70+2.50) = 126' Lmin = KA = 30(-2.50 + 5.00) = 75' 320

320 ~
w 310
W
310 a 100' VC
~ ~ ~ ~
1300
. oo ~ o + PVI STA 1 1 +25 ~ o ~n ~ I 5
t-- co ~t • ~n H
3 d ~ C7 ~ ao 100' VC P~/I STA 15+50 z
EXISTING ~RADE TOP ~ C° o ~ + L V PVf 0.77 +
OF CL PAV ENT ~ Q d- ~ ~ ,n ELEV PV 267.02 T e"' 2 ~ J 290 w
Q Q c,~ cn
~ ~ N U
2g0 EX CL RADE `n • + w LL 4omm
:c iftw
--5. o ~ ~
~ ~ 280 CL ~ z o 39: z
280 „ h Q
EXISl'ING FINISH GRAD T P f P
CULVERT X ~ c. r-
TA 10+17 44 L.F. OF CL PAV M N ~1 cc~ co 270 w 0
OF 18 IBC o f ~
270 I.I. 282.19 - ~ ~ Q ~w
Q c~ > . Q M~1 M.
U ~ v~ u- C I~~R BLOCKING MIN d4 F+'1 Z
F- ~ 260 ~ o _ : ~ ~ ~ 260
~
ro ~ ~N ~
~ ~ w STA 5+62.52
CUL RT A 6
+ z r- z _ - 44 F. 4F 18 RCP 3.50 250
W 1.1. 257.12 i.~. 2 5.58
J
254 X Q X
N N ~ ~ ~ D N
O O W ~ ~ cD ~p ctj ~ ~ 24-0
.d- ~ ~ ~ N
N N ~y N A- 9%
240 _ .
N ~ N N c~ N V J
LL-
230 SHEET i of iz
17+00-
15+00 16+00 14+00 UY '-.0 5 9 A
8+04 230,-- 9+00 10+00 11+00 12+00 13+00 01-11-i X

• WNW EHANNEI WITH
CURVE f1/~TA NAG 5150 fAR fND OF
DELTA ~ 5 14'13' / TMI ~ 4Q0.00 . T0~5TA 252 ~ C-3
ltAp +r 6?4~.384~ s 7;9.44' PERMANENT RIPRAP Wt 5.75' APRON "C" Wb ~ 2.00' I , pEPTW ~ 4.75'
D = Q~39'18' ~ PC STA a 48+00.32
/ PT STA = 25+9~.a6 1 ` ~o
35 ~ IVD SUP~it ELEVATION I UNE CHANNEL WITH ~ NAQ 5t50 S7A 22 00 TO fAR END OF 0 of ~ ~ N ~ c~~ 31 /
LEVEL. SPREADER G-2 / ~ s ~.7g 32 / , 0 1
1 ~ ` ~ Wb s 2.Q~~ ~ d
D£PTH ~ 0.75'
/ SPREADER s ~a J ~ si~T non c- ~ ~
.J aeNT cy i cV ~ / 33 ~ ~ ~ TOE Cf FlCl / / IEMPORAftY .,.MPOWY WERSION
~2 ~ SRR~ER \ ~ ~ ~ i / I { SEOIM T PR DIVERSION STA 2 +00 OtTGW I .~e'L ~ G3 SFON CHECK D ITCH
~ ~ 'Y / / ' ~ e`6~of ~ 5TA 29±25
/ 1~ ~ ~ SEDiM PIT { / ~ ~ ~ / Tp
PERMANENT CNT C-2 ~ ~ - ~ a
/ ~ ~ ~ / i E.E1~EL SPR PR ~ STA 21 +10 STA 2 FlASSE BD~ STONE STA 22+50 ~ -
STONE CHECK DAM ~ o rri
~ - f ~ SEDIMENT PIT TD J t~ ' "[~V W or,
~y, ~ g~3. TEMPORARY
3FIl t8+00 DITCH tp ~ ' ' _ . ~ ~ yy 25+W ~ w ? 7 N3 z4+50
/ / f r~ / / ~ ST01rE - ~'1'ONS K DNA TD _ ' ; ; • ~ - - - 6" PYC WATER ? ~N 4.0' I -w `_w w...._. 0
~ Z3i''fO J ..i---" 23 00 Z Bt . a
Z r ~ ' PV~,`.~~W~Ik i~ O / ; ~ ~ ter, w w w r"'_~._. pvc~ i~+vN w - HI POINT STA 20+47 - ----"~"'""'~r 22+00
2 +SO , F.G. 44.'45 O~^~ v ~ STA ~5 5
~ ~.ovr ao~rr cxr a. F.G. 252.82--~..y. ~1.+50 1 S' PVMT 21 +00 00 -
~ ~ x~e0 ~ $Tp 18+28 f.Ca. 251.39 + 20+00 19+50
~ ~ ~ / ~~p 18+SD z ~ VS'../ 17+50' r ~ STO ESCHECK D _ ~ ~ ~ TD
w r ~ ' O ~ ~`Y ~ k~.
~ 11 3~' 1 SEDIM KT
TEMPORARY 570N CHECK DAM \ \ ~ ~ C-4
. TyV~IN CREEK DRIVE - 5Q ~ 2~~ pNERS~ON N ` ~ ~ ~ ~ ~ ~ t~ ~
4 ~ ~ / ~ / S~4pNE CHECK DAM . ~ \ ` J
~ ~ ~ UNE CHJ~NNEI MhTH ~ , WITH I 1 ~ N ~ 11
FAR OF ER 1 1 so' 1 DIMENT PIT ~ ` ~ ~ \ ~ ` LINE CFIANNEI WfTH REVISIONS
SILT FENCE Nc ~ ! ~ ~ ' ~ ~ ~ TOE OFN ~ / B-4 TO STA 19 Wt 7.00' 19 ~ \ ~ ~ PERMANENt LEVEl7SPRFJWF.R~C-3~
~ Wb~2. Y ~ \ ~ `O 3~ LE~/EL SPREADER ~ ~"T g 73125
/ ~ / DE 1.U0' BUFFER C-4 ~PTH 20.73' a
~ / SEDIM PfT ~ ~ N iJNE CHANNEL M~ITH P~~~ SILT FENCE ALONG 16
~ / 8-4 f i ~ NAG C 350 TOE OF FlLL I O SfA 22+b0 TO FAR END , ~ wWD
i ~ ~s o~ ~~~s Prt~~t C-~ ~
~ Mlli: 60~ OF 6' CTILE / ~ ~ IRON WATFR MAI CENTERED 13 ~ 14 14 y,~p ~ 2.pp' ~ 15 pEPTH ~ 0.75'
/ PERMANENT ON CLII.uER1' / LEVEL SPREADER I Ul)
11 I ~ ~a~
~ 12 I o0
Li ~ Z ~V r
I ~~m-°
LoC) C Uz
_ r- W ~ U = m
PROFILE w d
1~T.AN V HOR SCALE 7 INCH = 30 FEET 0-o 0-
1 y~~a
30 FEET VER SCALE 1 INCH = 10 FEET
SCALE 1 INCH = 30 Lmin=K=30(-5.00-x.71)=171' C ..RO
0 • , 's s
*Ab . 0 s
z . 5 17 •
G
VA
k • µ I
Lmin=K=30(-4.00-3.60)=228'
Lmin=K=30(+0.71 +4.00)=141' 280
280
,n + u~
+ ELEV PVI 253.27 270
270 ELEV PVI 250.77 ~ ~ r 0
N STA 21+10
~ FIRE HYDRA T r- N v
L cv ~
Q C ~ H 260 Z
N ~ X L G A E ~ ~ ~ In N W
260 FINISH GR DE TOP
F CL PA M NT CAOL
CJ
50 Qr
3.0 MIN COV R
250
6 ` CL
240 w-.
MIN 12" SEPAR TION BETWEE 240 6 VC SEWER AND WA ER MAIN fWEEN S ORM VC A MAIN r
WAT R W cn
MAIN
MIN 60 L.F. 0 6 DUCTILE .TILE IRO WATER 0:; 230
STA +75
CUL ERT C 72 LF F 12 GAGE
230 STA 17+50 42" SP ~ 1.50%
C LVER B I.I. 4.2
L OF 12 G GE I.O. 233.12 220
42 CSP ~ 1.0 7 .
I.I. 4 .
220
r~ r
~ ~ N M n n N ~ ~p L(7
M o ~ ~ 210
N N c~
210 N N
N N Was 4f N N L XI t
i
200 i
LA. t +00
23+00 24+Q0 25+00 22+00
2-00 19+00 20+00 21+00 22-
17+00 18+00 Js i G

CL CURVE DATA
l~ s 68'15'48" a V2/15R -f ~ (35)2/15(346.88) - 0.18 0.06
T ~ 233.00' o.os ~
or7d= R =346.88' ~ L ~ 413.04' ! / f
',~Wf~r. ~ Q + i d'31'37" PC STA 27+26.22 /
PT 5TA S1 #39.26 25
SUPER ELfYATE 0.08 Ff/Ff
30 ~ I2aTATE A80U7 CL ~ \ / ~ ~ ~
f J ~ 24
~ ~ / / ~ ~ si,
~ ~ ' BtAW OFF r / z~ T~ _ ASSEM9L
~r 1 1 , ~
~ ~ UNE CWWNEL WI ~ J
~o~'~~, W4G 5150 ~
29 27 WtA- 5+50 TO IPRAP AFRO "D" ~ ~ ~ 35'R SEDIMENT Wb ~ 2.00' PIT "D'
J~ ~ ~+owv~r oiv~s~oN o ~G~ ry p~ ~ ~ ~ERSiON URCH DEPTH ~ 0.7~ + ~ . f.G. ~
235.47 + : ~
/ ~ ~.G. ~ 232.15
o w 28
CJO~~t/~' ~ e- ryb 0 STA 31 +00
~ ~ ~ W~~ ~ ~ ~r STONE CHECK ~ ,~x~0~ ~ ~0 DT RIP RAP SAM 23
•9g ~ ~ ~ / /7 h
\ ~ ti ~ F.G. / x~ i ~ ~ 233.37 +
\ \ H ~ o I /
{ ~ 25`R ~1x /
~~s'~3°f yQ;j~, \ ~ \ TEMPORARY DIVERSION ARCH TEMPORARY
~C'O0/iy~. ~ ~ DNERSION BITCH ~ 2SX,g~~1 N' STA 27+7Z ~ _ ,t l , , ~ 'gyp ~ Q
•0~ FIRE NYDWWT 5TA 29+00
/ ~ \ ~SE~~Y STONE CHECK ~s ~ DAM ~ ~ ~k~ ' ~ i
~ ~
~ ~ s ~1 V • srn a~+oo ,
STONE CHECK ~,~pp ~ • ~ ~ DAM R VISIONS
N \ ~ \ o~vc.
C~ ~ ~RC,ST ep ---~-...yy 4A g g ' i I ~ TYPICAL TYPE '4' / ~
21~+pp - 2-- 8~ . WATER SERVIC / ' \ (SEE DETAIL)
I~ z8+~ ~ zs+ , ~ - _ p~ TEMPO ~ a.
~ DIVERSI N ORCH a iV M
22
CWT ~
\f
\ 5TA 28+50 / ! \ ~ m Lu
~ \ 5TA 29+00 r: < CD uj -.j
/ ENE CHECK ~ ~ i ~ 2~ \
\ ~ ~ ~ ~w~
\ / ~ O Z..jZ Z 0 LyJ ca
\ ~ / ~ 0zmcr CY) N
i ~ W ' 0 0')
s~ 18 ~ j ~z j~Z LLJ
~ ~ I ~ I ~r ~
~ ~ u ~ 0
N W W
PLAN 19 ~ PROFILE LL ~
UNE CHANNEL WITH HOR SCALE 1 INCH = 30 FEET 'ET
SCALE 1 INCH = 30 FEET NAG 5150
STA 28+b0 TO RIPRAP APRON "0" Wt 6.75' Paoli •o• VER SCALE 1 INCH = 10 FEET ET.%'' CARS?'~•
Wb ~ 2.00' DEPTH ~ 0.75'
17
r
C CE
h'
Lmin=KA=30(+3.6 280 +3.60+3.50)=213' Lmin=KA=30(-3.50+6 50+6.50)=90'
280
25'VC VC 1 DO VC ~ -
~n PVI STA 27 270 ^ ELEV PVI 25 A 27+00 ~ N
VI 253.97 N
~ ~ ~ ~ ~ L7~
~ N o0
N ~ N O
t Q (n ~ ~ Q F- Q
~ ~ ~ ~ z
260 ~ 26~
EXISTING CL GR d ~ L GRADE v 0
~ ~ ~ W N
FINISH G ADE TO )E TOP
OF CL AVEMEN MIN EMENT ~ ~
250 W
250
U ~ 0 z
ATER
2,
240 N p'
240 D
0
CONCRE E THRUST COLLA
' N 0 J I OF z
230 ~ 6' DUCT LE IRON PIPE
WITH TH UST RING 230 z
BLOW FF ASSEMBLY
220
220
~ ~ ~ N N h
210 o r- c c~ rn 210
N N V N N Cpl N N N
C~ C~ U U
LL- LL. i..~ LL.
200 SHEET 3 OF 12
25+00 2.6+00 27+00 7+00 28+00 29+00 30+00 200
J 31+00 32'+00
Y-.059-A

`L „~:y
/ / ti~
Cl CURVE QATA
(d = 71'38'33"
t s Y66.26' o ~
tt ~ 23d.Si4' ~ - zay;eo~ !V~ ~ 42 J 1
Q ~ 2!5'OT'34" PC 5715 Q+'50.00 \ PERAMJIENT RIPRAP
PT STA 3+37.A0 ~ ~ 5fA 2+80 APRON 'E" 40
SUPER ELEVATE 0.06 FT/FT \ Rb'fAl~ ABW'f 6l ~ 43 sE M~ rt "e.
1
~ i 39
~ `
~ f r~nePO~,r ~ - N
~ ~nroes~aN - - ' OtTCH ~ ' ` i
~ R. i ~ ~ STA 4+50
2'+SO ~ ~ ~ ~ ~ S?ONE CH CK ,
qp , j
/ ~ y~l pT ~ ~ `~*3j~ ~ /
1 ~ ~ er~2' I?l~`~~~ 3*~
3 , ~ i
JP ~P~~-'~ ' LANE ~ w CO ~ / p,g A~ 5 p ~ ?w p~
/ / ~ CONCRETE /~T H'A1~ f / ~ STA 2+50 I THRUS`f ~ M,q~N
w 35•R Z~a.oo
/ 1x a! /R~ STONE CHECK COLLAR / DAM STA 2+87 ~ `
o~- F1RE HYDRANT ` ~ j ~ AS~fMBLY \ ~ ~A ~ \ sx~
ry° ~s,~ ~ ~ ~x ~ ' ~
4 •s~ ~ ; 38 i ~ F.G. J ' ?s, ~ , w
~x~ / / / / LINE CHANNEL WIT STA 4+00 TO RIp ti BX2X6 TEE YYt ~ 5.73' 4NNEL WITH MAG 5150 b TO RIpRAP APRON ~ 24 .18 + ~R ~ RIPRAP
75' ~
~ 2" GATE VALVE. VALVE 80X Wb ~ 2.00' F.G. 3 ~ .0.75'
2 6 2 \ ~ q~s~ \ 2 ~ , ~ ANO CONCRETE BLOCKING OEPTH ~ 0.75' JB~ . ~ l 218,00 ' ~ ~ a, + I I
~ 'ti r 'A 34 / ~ ~ I REVISIONS
C~ ~ '~j' ~ gyp. ~A STA 4+50 `
~ ~ STONE CHECK ~ ` ; • . ' ~ / /
35 D~ - BLOW OFF ~ ~ T~ . ASSEMBLY ~ to
\ ~ TEMPORARY TEMPORARY N
\ ~ , / ~ ~ / DIVERSION SEDIMENT ~ DITCH PIT 'F" ' ~ 4 d, IV
~ ~ ~ ~ ,~~p ~..f- sr~ O 'O
\
a° care v~vE ~ ca w QW © W'J
AND VALVE BOX O ~ ~ \ Wa- QN~U(40~ ^(,n~
36 ~ \ ~
25a o~ MW~N Z __j Z -
v ~ ~'v z CO cn 8
~'v Z N ~W r--WN4
_ ~ 37 JU-) 0~ -r- Z > uj Z
U =
0
w
W H Q Q©VU')
PROFILE
PLAN HOR SCALE 1 INCH = 30 FEET *```,tttlllt//~~,
SCALE 1 INCH = 30 FEET VER SCALE 1 INCH = 10 FEET CAF~~
• I
4 • •
• • 4ft Ido
I <<~lilt l tt~~,
Lmi n=KA=30(-1 .30+5.80)=135' ~r
300
300
-
w i
290
2ga ~ + ~ D
Y ~
W r N n r PVI STA 4+ 0 J
m
o 280 ~i
28~ a ~ ~ U - w L~ ~ L~ ~ N
Q
N ~ ~ ~ H - O1 _
F- N tly ©C
p c0 270
270 i + r ~n d ~ ~ Q
o ~ N
FINISH GR DE TOP F- N
a EXISTING CL A c~
V1 N OF CL PA EMENT ~ >
.3p 260
260 MIN 1.0' SEPAR TION BETWEEN 0 CO
ER ?ER
•0 t~ KOO
ST 250 C 6 PVC WATER MAIN S - STA 0 21 2" 250 Cn
CULVE T "A" AIN
SEE HEET 1 ~!1 w c c
0
6 2 6 X2 X TEE
2 GAT VALVE, VALVEBO 240 0
240 T IN CONCRETE HRUST COLLAR LAR BLOW OF ASSEMBLY
ON ONE J INT OF
6" DUCTILE IRON PIPE
WITH THRU T RING
r 2.30
230
r c~ ~ c~ r c~ ~ r~
220
220 i
~i ni r~i r~ N N C N N (V
C)7 Cf CD
LL- LL- 121 0 SHEET 4 OF 12
i
210f~ 1 I " I. 4+00 5+00 6+00
0+00 1+00 2+00 3+00 y 0 5 9 A

Vl
~ ~ O ~ 08'00'fl0"
\ ~ ~ T ~ 283.00' R .4047.09' CL CURVE DATA
~ \ ~ ~ - sss.oa~ eONTINUATi~N & 79040'34" T 293.22'
~ ~ ~ PC 3TA~6+S0?13 E~jHEE~ ~ ~F 12 R 351.46'
uH~ c~uwae~: ' _ ~c s~ so ~ \ ~ \ ~ ~ pr srn ,z+,s.s, SE ~ Ho s~R ~~v~noN ~ ~ o0 L 46$.74' 0 16' 1. stow
. ~c~a er a of si~,tz~n o N tr PC STA 13+15.21
FAR ~ p ~ A 7+ZSi~} TO ~ ~ ~ 4 , ~ \ ~ ~ a PT STA 18+03.95
L6YEL SPREi~t~ER C-2. \ \ \ ~ N ~ I d ~ ~ti >>t I ~ SUPER ELEVATE 0.05 FT/FT ROTATE ABOUT CL
Wpb ~ 2,~0~' ~y. ~1 \ \ D~R1H ~ 61.75 t \ \ . 2" GATE VAIVE~ e . V? ANA VALVE BOX
~ ~ \ ' ~ ~ ~ LOWER ~E~ WfM NAG S150 O i I ~ ! LEVEL SPREADER G-3 TO STA 10+25 11 ~ 2 35 /15( e V2 /15R -F 35 /15(351.48) -0i 18 = 0.05 ft/ft
~ 1 Wt m 3.75' ~ ~ ~ ~ Wb 2.00' ~ 18' PVMT
~ i + ~ ~P 3 DEATH ~ 0.75' YARD INt.ET "H" ~ INIET "Q" c'V 23' lT OF STA 12+39 ~ ~
~ ~ ~ PROVIDE TEMPORARY\~ C FABRIC ~ ~ 1 / ' VEL~RIPRAP STA 13+50 ~ SfA 13+a0
RE VE TE#!P ~ \ G ' CUL~-DE SAC ' I \ p `TpE 0 FlLL ~ ~ \ S601MEWf Df~P INLET ~ ' ~i ` P{T G-3 PROTECTION flLTER QASIN 'Q' C~~ ~ FlMIYDRANT
SAWAfi6 Qfl$'FING BRICK MANHOI.B WITH } Fl~ ~ TEMPORARY C.I. YARD IN4.f1"'H" 10' g 23' LT QF STA 11+93 10'x 7Q' S TRIANGLE , _ ~ TEMPORARY 109
' ASSEMBLY DIU£FCSI~ \ \ ~ . 1 DIVERSION * (SEf OETAtL BEL01A~
STA 10+00 DITCH ~~1F .4----- ~'~'T° _ _ _G - - r' _ 22.x' 2s.3 W p~ w o4 ~R ~ . DIVERSION . - - I-'~^-~~ rD DITCH ~
EXISflIJG 7HR11ST ~M IR/WCE p ~ ~ COWwR „ ~ ~ AND i ~
f-- ro ~ ~ WANG CONC. L ~NG~,,,----~- W py =l
GATE YALVE s• P \
EX. 6' WA7'~R MNN 1 ~ ~Tr~ Ll ~ g' PVC WATgt MAIN yr 8X8%8 TEE N N iff00'0~"~ 13 g0 jar 13~D0 ~ +00 8• AMT ~ ~
f ~,X W CONCR~ . mid` BLOCKING t 2+ 12+
t- 20' P'~'~ ,____r..~-~..---mac 1F+OE1 2Q' PVMT TQ 18 PVNfT ~ 100' TAPER STA 17+45 51'A 13+45
. . ~~oo ` 11 +Q0 h TA 9+i'S4 ~ 10+44 a t 0+50 25 of OF `b%P 1.0 E11CH SI "'JO ~ \
s+oo ~ POINt ON CL g'(A 41+50
S1'A +B@ ELEV 294.99. ~5' RT OF ,t~~ STA 1{+tA STO P~'~Gtf' ~ 10
~ ~`;Y J ON _ ~ moo` - To SAM ~ 5TA t3+50 ~ ~sx0 x ( STONE T ~ ~ ~ ~
.BOX 6' GAT£ VALVE D GHECK DAM- / ~ ~ \ ` \ ~ VALVE BOX ~ ~ ~ ~ ~~`\~lj~~
c.~ ~ ~ ~ - f . _ - - - _ ,m ~ s~ rn t.~
DE HA EN pIV~ ~ ~ ~
Vf 2 ~NI 12+15.21 RIDG HAVEN DRIVE _ \ S~ 2+00 LODI E
SEDIM T ' 1~~ fENC£ GQNCIi~TE PIT C 1 TOH GF F1Lt ENOWN:L STA 10+40 p H / ~,.~:~;'8't: : ,
NOTE TO REVIEW AGENCIES , N I o , ~ . OUTLET "R" SEDIMENT ~CK ~ RT 62' OF . 32' RT OF ~ ~ ~ ~ ~ ~ ~ ~e j'~j. ~ t ~ s , ~ ~ o ` ,
SEE SM~ET 1 FOR PRIOR I , N 'L ~n ' ~ I APPROVAL DA1E5. ECT. ' ~ ~ } PIT G-4 STA 10+80 ~ SEQIMENT STA 11+36 \ RSIONS
N ~ r o~ x O
I GPREADER N ~ 'DRAINAGE EA3EMEMT J f 4kk u
eJ~ I ~ 1 ~ C ~ ~ ~ I C 18 WIDE L DITCH O 0.40 fi ^ ~ \ ~ SIDES 1/2:1
' ' ~ ' ~ I c~~p~.. 11W~1 N ~
' / / ` 0 RT 8S' OF ~ LINE GWWNEL WITH W?(i S73 FOp 3 Q O ~ I 1 STA 1060 ~ ~NING ~ t A' MIN. , ~ u~ cwwn?~~wrrr+-w,c s~ so X05" 0 03~+~~ o oz S~F Sy~~ ll NUq r ct u*)
O w
urn cwwNa. wmi w~c s~so ~ u~ 1 ~ N ~toti+ ~n of sr~e~uzEa N N ~ eu~ ~8 tX Q
CWWNEL (5TA 7+23t) TO ~P~~~ ~ ~ FAR END OF ~ PERMANENT ° ~ g.~~+~s P .1.,x-11 v FEr 8 0 oN w+~ • s.oo~ Qo rIlf)
lBVEL SPREADER G-1 LEVEL ` I ~ RIP RAP oEPrH - ass' r2 SCALE 1 INCH = 30 FEET oa Lw w t~
Wt 5.75' SPREADER ' ` APRON "G" Wb ~ 2.00' G-1 g^ SLOPE AS INUICATEQ ON THE Pll1NS Li a_ ~ ~ 00 IL) / d u-
DEPTH a 0.75• 1 MA« CAST IRON FRAME AND GRATE SLOPE AS INDICATED M 6 BARS
DWG-88 SEE NCDOT STANWiRD dRAWINGS INLET CAPACITY AT YARD INLET "H" 3. W _ 3
~?1U~ 440.16 (JANUARY 1998 ADDRION) Q2g"H ~ 18.89 - 15.28 ~ 1.81 CFS ORATE SHALL HAVE MIN. OPEN A9SUME 0.20' OF HEAD ON INLET, AND Z Cy) ZZ way"
I.I. Z'51.00 ~ - - -2'-6". CONCRETE END YYAI.L - . AREA OF 3.87 SQ FT 8X6 tOL10 WWF 2~-gam- - - ALL AROUND GRATE OPENING ~ 3.07 SQ. FT. MIN., THEN DOWEL ~ ~ CD to ct~ c) LLJI Lj..1 cy
(SEE DEl'AIL) - - ~ FlNISH $ 4 BAR ALL OZgs CA f2gh ~ 0.8(3.87) 2 32.2 0.2 = 7.9 CFS GRADE SI,ppE AROUND ASSUME GRATE IS SOX BLOCKED, THEN 7.9/2 = 3.93 Cf5 a. ~ V~~ 0 ~ c'; o
~ ~ ~ ~ , THE EFFEGTNE CAPACRY OF THE GRATE. i ' WRY . 3.95 ~ 1.61 ,THEREFORE GRATE SELECTION IS O.K. tO ~ 4 BAR Z 3: o > Lj U z
g ~ a -''7~ CAPRON~ I I
EDGE PVMT ry ~ ~ r3 ~ l1 LJ U U U 1 U U U U i 3000 PSI CORBLE AS REQUIRED 2" PVC PIPE W/WASHED O li.t
5TA 8+87.00 O^ ~ STA ~ ' T~ ' ~ ~ CONCRETE -+TO FlT FRAME ANO -r'- STONE. 4 RE'f~0 1 0 ~ h ~ r~ GRATE PER INLET cy- Q W
~ 8198.83 ~ M 9RICK MANHO ENCRE7E 3~ OOWEL OPTIONAL CONSTRUCTION JOINT OWC Q U p_ O (n
~ rryg STA 9+18.79 ~'~`b - - - EDGE PVA1T - -3-_O~ - - - - I ~ PIPE s ELEVATION 3
~'-0" C 6 SECTION ~,~~?1/tltrf t fII A I
JUNCTION BOX I.I: 250.10 1.0. 249.90 CGROR o e O 3000 PSI ~ ~ CONCRETE e e o e
o ~ (SEE OErAllj s~-B~
N ~..-ZO' OF 12 GAGE 54~ PLAN BRICK MANH . ,.3o X PROFILE NOTES: t. ALL CORNERS TO BE CHAMFERED 1".
4NHOLE W/ C.I.YaRD SECTION A-A 2. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, DOWLES TO BE PLACED AS SHOWN t` 17
CONCRETE END WALLS ~.o. 2+e.so CULVERT "G-1" & ~~G-2'~ DETAIL INLET AND CONC (SEE DETAIL) SCALE 1 " 30' NOT Lmin=KA=30(-6.75-2.60)= 310 ~ONCRETE APRON NOT TO SCALE HOR SCALE 1 INCH = 30 FEET SPACED A7 12'f- O.C. 3. IF CONSTRUCTION JOINT IS USED, POUR BASE ROUGH. s`~?
NOT TO SCALE VER SCALE 1 INCH = 10 .FEET 4. CONCRETE TO BE 3000 PSI • 28 DAYS M
~ftrttttl`
PLAN -CONCRETE END WALL
~0)=280' Lmin=KA=30(2.60-3.70)=33' 3' NOT TO SCALE Lmin=KA=30(3.40+1 .40+1.57)--149
310
150 VC /C
~ ~
PVI STA 15+ z ELEV PVI 15+50
300- o 100 VC :IVI 277.0000
o ac PVI STA 12+00 Q N 300
~ ELEV P 1265.97 ~ + ~
~ ~ PVI S7 9+00 0 I ~
w rn Q 7 ~ W w
f- z ~ (n ~ C.~
2g o w " p~. U d- 290
z a, ~ _
Z ~p O O ~ O N
J ~ _ r- ~ ~ W fi z
= a <t
28~ ~ °D + N > (n N 280 0 ~
m QJ Z W f.L. rn CL Q
~ W . Cj F..., _ ~ C.~ " GATE VALVE AN
O l.,_ Q ~ co A ALVE BOX V) am z
U X 31:
270 ~ ~ ~ ~ 0' t~ Z - C0~ MA1 270 0
~ N Lim IZ- z
• cn # .
U r7
INLET "Q" z
260 z m 260 C} 0.
f-- STA 7+35 -SALVAGE 6X X » 6 G BO 6X X6 TEE 6 GATE VALVE, AND VALVE w c~.~?
z ~ EX. LOW 0~F ASSEM LY cn 0 z
AND BEGIN INSTALtAT! N OUTLE '"R' BO AND CONCRETE BLOCKING
I.O. 2 0.06 q. a
250 ~ 0~' E~IV PVC WATER IN 4 . F F 4" P I " 250 01.
EXISTING "
CL GRADE BETWEEN WATER MAIN U
CULVERT G SEE DETAIL 240 ~T G-- AND ST0 M SEWER
:TAI L A OVE L
i 4" R P 1. c0 i~ ~ I~ I~ 1. 240
r- ~ ~ ~
o o M p I~ d-
00 CN f t4"% Qc)
C~j N COD N N N N N N N
N N N N N N
C7 C.~
LL- LL- LL I.i LL. L~ l.l.. ~ SHEET' S OF 12
2201 1 1 220
7+00 8+O0 9+00 10+00 11+00 12+00 13+00 14+d0 15+Q0 16+00 Y--wo059-A

CC CURVE D1~TA
d ~ 79'40'34" T 293.22'
R = 351.48'
e ~ V2 /1SR -f o 352 /15(351.46) - 0.18 0.05 ~t/ft ' 488.74' D ~ 16'18'08' ' i , i I
PC 5TA 13+15.21 PT STA 18+03.98 ~ i i ~ ~ f
SUPER d.EVATE O.Q5 FT/FT ~~O
ROTATE ABOUT Cl 10 ,0 2~~ ~o 101 10 1Q
107 ,o~
~ ~ ~
~ ~ ~ ~ PERMANE RIPRAP ~ ~ PERMANENT
APRON ' 4 ~ ~ RIPRAP APRON 'J"
c
5TA 17+30 ~
~ ~ STA 19+50 ~ Si'ONE CHECK STA 21 +45 FlRE 2HYDRANT ~ DqM ~ SEDIMENT ,4SSEMBLY
STA 17+50 ~ STONE CMECK STONE CHECK DAM PIT "J° N
DAM e°d°. ' _ .ro _ ~ TEMPORARY ION DITCH ~ Tp -
TEMPORARY ONERSION DITCH TD 'f0 ~N DITCH .1,~ Is'
6" PVC WATER MAJN
~ ~I ~ g~ w 4.0 w 6' PVC WATER MNN w W ry W w w w '-'-r'- yv w 4.0'
y / '~~r PT 18+03.95 18~ PVMT N - . N 8 `~,E _ _
~p~.50 19+00 19+5- 0 20+00 20+50 21+00 21+50 yp 22+ 22+50 23+00 23+ U 24+00 24+50 Z L Qom
w 17+°~ U v)
i i 3 3 ; i?.. x LLJ
/ a ~ ~
_____.y _ _ - - - LA-
_ / r TEMPORARY DNER510N D(TCH .H e SU 23+30
,i1 ~~'x~ 'Sp STdNE CHECK e° ~ ° DAM 1
~A ,9+~ E HAVEN RIVE - 50' R/ ~ STONE CHECK SEDIMENT
p~ I PR "I`
STA 21+70 \ PERMANENT i
F, / / STONE CHECK ~ / DAM / / RIPRAP ~ / APRON "I"
REVISIONS
~ ~ ~ ~ \ ~ ~
s 9~ ° 9
'o 'max ~ ! l
~ j~ , Jr ^o / ~ N
84 p 85 IV tp
`v 82 ~ 83 I ~
~ ~ ~ + 80 .J 1 ~ ~
~ 1 79 LY .
0 LLJ 0 0 Y
00 IL)
w~z~ Z_jZ~.
z a- 0) N
0 LJ V- Lv T- N U N
LLJ U z ; U z ~ ,
W
LL.
PRaFILE 0: cn d
PLAN Ho
HOR SCALE 1 INCH = 30 FEET
SCALE 1 INCH = 30 FEET VE Lmin=KA=30(-1.57+2.60)=31' VER SCALE 1 INCH = 10 FEET ~ttt$, % 4q • •
S ~
r
~~~tttt~ ~t4~~
a
t }
Lmin=KA-30(-2.60--7.00) E- .00)=1321 r
310 310
r
0 0
m PVI ST 20+00 0
300 300
ELEV P 1270.82
co ~ ~
PVI TA 24+5 N ~ LE PWI 259. T <t 24+50 F.' z
a z 00=4 259.12 W290 0
290 `O ~t ~ to
N~
cn ti Q ~
p'')
CL
280 FNI H AD 0 280 e
F PAV M T
A N V
gnrw. S
MIN d. z
270 270
k
Z.
10
".260.
260
5024V
250
rn ~ ¢ 0 c~ T„~ r,,.~ _
~ tD ~ N O~ _ ~
240 ~ M ~ ~ ~ rn ~A M M M N O 01 ~ CO
-44 J,
cV C'~I C\j N
C7 C~ C.? H -T 'a
230' li LL Li.. Li. li- 19+00 2.0+00 2 ~ +~a 30
t ' 25 +00
16+00 17+00 18+00 24+00 0 0.011"Illo.. "No 9, -A f
NOW

`
~ ~ UME CHANNEL WITH WiC 5150 FAR SIDE OF 2 LEVEL SPREADER K-3 TO STA 29+00 GL CURVE DATA
~ 1 ua~ cw~ra~a H ruc s, so ` ~ 1410 TOE LEVEL SPikFAO 48 MfE • 5.75 I ~ Wb :2.00' ~ OF Fl K-3 f oea~ni :0.75' \ d m 4710'54`
S7A 24~~0- TO SIDE Of 1 4.EVEL SPR K-2 98 ~ 1 T ~ 450.Q0' R ~ 5$9.92'
14t ` WC ~ 5.75' 1~fQ Wb~2:00' 99 L = 286.33'
DEP}?4 • 0.75' ~ SpR~ER \ IMENT 97 D ~ 1443'56" ~ PC STA 29+74.31
K-2 \ ~ ~ . ~ . STA 28+75 PT 5tA 32+60.64 a
~ STR 25175 ' ~ srow€ cHEC~c j SFONE CHECK \ d~ ~ ~t ~ 9~ SUPER fLEVRTE 0.03 Ff/F'F ROTATE ABOUT CL
9hNi Btdt ` - ` e V 2/45R -f 352/15(388.92) -0.18 .03 FT/FT t
TEMPORARY P K-2: OIVERSIQN D1TGF1
N Tp ?p ~ RIDGE HA N DRIVE - I SFA 31+14 FlRE HYDRfWT ~ ~
r ~ ASSEMBLY ~ r~~~
~ ~ O w r 8' PVC NV?TER MNN ~ 4 •w ' ~7. ~ 6" PVC WATER MAlN 1~-..~ CONCRETE
~ w w w - THRUSt ~ ~ 95
• d~3s pow aoi ;p' E ~~Et.EV .45 PC 29+74.31 w COLtAR ~ /
l.(7 Z N F-' W 2 ~o ~ z +oo sa~r +oo - Q p 1:,W " • M
7+50 28+ 28+50 18' PAVEMENT 28+30 30~ W ~ RE uc~
U ~ ; CL IPE S7A 7+68 ~j, 59~~, H
~ ~ • ;
O ~ _ ~ ~ 3ty~~ S` ~ \ ' /
~ ~ro Tv a i
A
STA 25+75 p M SON DITCH ~ ~ ENE CHECK \ p~R K 4 STA 29+00 \ \ ia~ ONE CHECK ~ 3 r~ ''`so w I
SERI SILT CE ~ ~ LP,EVEI, SPREA R TEMPpRARY ~ DIVERSION DITC
PIT K= i ALOE T ti~ K-4 ~ ~ \ ~ / ~ / 1~
' l .Y'`..:. ~F
I 3?x ~7~ ~ i 94
{ / ~ \ ~ ~py~, \ \ ~ \ \ ~ \ \ \ \ \ t STON CHECK I 94
85 / ( PERMAN ~ \ \ ~ , , ~ f
/ f 86 LEVEL READER i ,
r ~ ~ O ~ ~ uNe ?+a~r~e~ ITH NA z~ ' STA +40 TO RIPRAF' ITH NAG ~S 1 50
N `t N 3?x ~y'y ~ Wt ~ 5.75' ~ RIPRAP PROM ,
~ Wb 2.00' ' ~ ~ ~ ~ $ ~x ~ `~iP f 1 DEPT 0.7 ~ r' 1r j.
uNe cwar,N~. wing wsc silo ~ STA'2L+b0 TO FAR SIDE OF Q ryp LINE CHANNEL 1MTH NAG S15U FAiR SIDE OF i
LEYEI SPREADER K-i PERMANENT \ LEVEL SPREADER K-4 TO 5TA 28+75 I j REVISIONS
1 Wt ~ S.iS' Wb ~ 2.00'' DEPTH 0.75' RIP RAP Wt ~ 5.75' ~ APROM "K" Wb ~ 2.~' DEPTH ~ 0.75' 89 ~ I I
PERMANENT ` RIPRAP
4 / APRON
STA 32+75 x~ S ~ I ~ STONE CHECK ~ ~~3~ I ~b i / p~ k
3g \ \ Y J \ I a
~r~ ~ ~ ~ ~9~ 2 1.61 4 oo ~ ac c~
24o a~~..: x~ . \ /P
Q w
( ~O 1 ~x ~ 000 (1) Y
so i ~ 's i / ~ SEDIMENT Q ~ Z PIT -T7 W _j ^ N
~1,~ I Z Cr) ~ L.Li a
i, / F.G. I ~P ~'~x5~ ~ / 2+3.6~ F.G. ~1 93 az ct~- Cn=N
~ ~ 230.5 + LAJ C) cy) ~
~ I 1~
~ 35'R _ i / SLOW oFF w " ASSFU Y ,1 U =
/ ~ W
PLAN ~v PROFILE
SCALE 1 INCH = 30 FEET HOR SCALE 1 INCH = 30 FEET / TEMPORARY ~ DIVERSION OITCH ~ i s` CL
VER SCALE 1 INCH = 10 FEET 1
,i~ CAR9
i LINE CHANNEL WITH NAG S150 40
STA 33+00 TO RiPRAP APRON "L" 91 i Wt 5.75'
Wb=2.00' ~ DEPTH ~ 0.75'
1 j ?
~ ~ 1
i
~„o Asa. a as,
Lmin=KA=30( 280 =30(-7.00-2.00) =270' Lmin=KA=30(2.00+6.00)=240'
0 0 0 0
- - _ a
270 N N r ,n a a Q
PVl ST 31 +50 a t
N V PV a PV 3 ~ cn ELEV P 1246.12 cn,-
d
F- ~ W
260 a Q ~ J 0
CL
~ ~ m 0
EXISTI G C GRADE G C L r. C~j w (n 0 r) tl. ~
a ~ cr, N- 0r.
250 ~ ~ Q 0 C~
• z
FINISH GRADE ;TOP
VE OF GL PAVEM NT
240 0.
LLJ C~
PVC
0 z
0
230 WX
0 TLET 42 9' RT
LAmb.
INLET 42. 42. LT STA 27+68 OFF
+4 F 4 P 1.50% AS EMB N EMBLY
220 I.I. 27.50
I. 6. 0
M N ' N N O N N N ~
~ i n ~ _ ~
LIU
cr)
N N CV (~J N N N N N CN N N N C`J Csj
i
SHEET 7 OF 12
2001- li LL. V- li. LL-
25+00 26+00. 27+00 28+00 29+00 30+00. 31 +00 32+00 33+00 34+0o Y-059-A

CL CURVE DATA
` N CL CURVE DA?A a VZ/iSR -f 25/15(234.05) - 0.18 = 0 CO~T~NV~j,o ~ d 38'37'QO' 'SPEED THIS NEAit THE INTERSEC110N D 4320'Q8"
~QR ~ O~ ~ Z T = 82.00' WILL BE <25 MPH. t 150.00'
S R a 377.56' L 285.56'
TEMPORARY SEE SH~E~ ~o ~i ~ oX R . ~~.os• 1 ORARY 6X2%6 TEE ANO L ~ 157.74' GONCRETE BLOCKING 0 ~ 242$'50" 0 1510'31" PC STA 4+19.35
OINEftS~AN DRCH ~ ~ PC STA 2+00.00 PT S7A 7+04.87
~ 2" GATE VALVE, ' V~~, ~iy a70CONCRfTE BLACKING STA 3+57.74 ~ ~O NO SUPERELEVATION SUPER ElEVA7E D.04 .FT/fT ROTATE ABOUT CL
j ~ VALVE 94X AtJO 1 i9' ~ s' aATE vaLVE aND 77
w va vE Sox r
~ I 111 r
a ~ j
GRAVEL AND RIPRAP FILTER BASiN ,Q• g ~ \ 1
' STA 3+00
INLET ~i 1' LO~~ LA~£' s r STONE CHECK INLET 'D' ` ~ ` ~ ~ h ry
u~ -_`_"""---.ate 76 j 74
~ ~A Z+00 pjt
t i ' t2+15.2 23 R w ,NA R AdN it ~ /
~ .ice ~ / ,
F.G. ~...r"'.. W -i 3~QD
A55EM8LY ~r'„'r,~ t~ ~ .Q
pp'00~~ few gR 5 ~1 _ _
1 r, , V,
\ ~ ~ 1 I' /
F.G. OkO~ Q~ ~ ~ ~ + 271.58 'h~ SD ~ ~ f J ' ~X ` ` PIT M-2 SEOIMEM'
/ ~ -,rte BRICK AtANHOtF WITH 1p E.I. YARD- INLET "N' ~ wires \ I ~k' ~ 'tT 'H'
~ % 3 23' LT df STA t 1 +43 ~ ` ~ ~ ~ ~ WpSER ~,piN
~ (SEE DEfAit SHEET' 5) 1 SEDIMENT 3s \ ' J ~ ~
~ 7 F.G. DIVERSIOAN TEMPORARY ~ 271.17 ~MCH FABRIC DR f INLET PRO'T / / (SE@ DETAI ~ 6MPORARY PIT '!t" TEMPORARY ,tea/ i ~ LODI LAND- 50' RlW' a.o ~p6.~
iL~ PRO'TECTION / NOTE: 1 DIVERSION' )per ~ 4~"sU ~8~ P 5E@ DETAIL) / ~ ~ SEE SHEET 5 fOR \ ~ SEA O t ORNNACE E~4SEMENT \ ~ ~ -.r-- PERMANENT \ ~
fNl F, M ~*5D C ?~2 3 t ~ENCE~` Pj ~ tpA g~
/ 1 ~ 20 ,P~ ~ RIPRAP / W W !'~J • '1~'~ ' 't0
f--' t~ ~ APRON' 'R' ~ REVISIONS OWN
fi ~l ~ 1 ~ Z / TEMPORARY ~
~ ~ 11 DIVERSION ~ STA 4+50 4 BITCH fin/ ~ ~ E CHECK ~
' N ~ ` ~ O ~~T FENCE ~ ~ SO f
11 / ~r 51 a i fl
i i a. cA .I
/ i FOR C~NTIN~AT~ON EE SHEET ~ 12 260 SEDIMENT ~""'TD I ~ Jr 1 tD ;
/ ~ 1 S PR M-1 ~ / ~ TEMPORARY WE ~i
SEDIMENT TEMPORARY / DIVERSION ~ PIF M-4 DIVERSION / PITCH CO 'I- ~ ,
/r I i~_ ( DRCH j w W o0
1
r ~ ~ PERMANENT I RtPRAP APRON 'M" OC) U V) w
/ . I / •I d LL-LLJJ Z c~J 3:
P iJZ 1~ / 2~$ 52 O ~ 1. ZJZ~ 1
" r SCALE ~ INCH = 30 FEET ~ 1 55 z 0 m' ~Z om)
i ~ (D W r--- , cv C] W a t.~ Q
~ ~ 53 \ ~ \ ~ 1 --J Z U Z LLJ
O ~ ~ 54 ~ ca z m
a
S8 1 W
U.J uj d U
CL Q Cn
i `,1,~~1lIIt/tl~~/
CARP o.
ASS/O 00 L
b . i + ;
f .
PROFILE
'DIP N~
HOR SCALE INCH = 30 FEET E
VER SCALE 1 INCH = 10 =EET
310
Lenin=KA=30(- w - - - --PVI ST 30(- t .20-0.75)=59' Lmin=KA=30(+0.75+3.53j=128'
310
a - -.L - - - - --45@ - - - ST 5+00 PVI ST 7+00
w a 300
300 i ~ M n ~o - - ~ - -`n - 'A-- Q N - I N N - - - _ i
- - m W w ,n - ~ - -
U N N
~ 290 p N N - - - -
290
J ~ O ~ ul O N -
N ~N N N ~ - - . t~
- Q Q 28a Cwt
CL
280 cn ~n
LJL
- - FINISH GRA E L - P - z ~M-
e EXISTING - loom 270 0 0
CL GRADE Z
270 , „ ~ V
VER ~r~ =v MIN. 12' SEPAR ION - BETWEEN WATER MAIN - - z
`-BLOW OFF 260
w to 2,50
260 ASSE BLY
6X6X6 TEE, 6 ATE _ -
- - - z z VALVE AND VAL BOX _
AND CONCREi ~ - AND STORM SEW R
- , BLOCKING
250 _ - - - ~ w STA +22
6X2X6 TEE, 2" ATE - a
VALVE AND VALV BOX a - - CULV RT "M" - -
AND CONCRETE ~ 44 L. OF 1 "RCP 1.00% 240
BL CKING ~ ~
240
- - - ~ . -
~ ~ ~ ~z~
N 230
N ' -
LJu C. w
C\4 CN Cam} N - N N - N N N
SHEEP 8 OF 12
LL- 22'0
-oo Y-059a"wA
h ' 220- 5+00 6+00. 7+00 8+00
.0+00 1+00 2+00 3+o0 4+00 5+
MON

fir....-i
LINE CHANNEL WITH NA6 S150 I l
FOt~ ~QN CL CUtiVE ONTA STA 14+50 TO RIFRAP APRON "P" J . ~ Wt ~ 5.75' ~ 64
. 3TA5'Sp' t ~ tG0.o0' e ~ V 2/15R - f ~ 352/15(361.47) - 0.18 0.05 ft/ft .2.U0~ OiEPTH 0.75' i r ~ l /
S~~ ~h'~~Tr~~~rA~`~QIV A .361.47' L s 144~C5'
D ~ 1616'06'
CONCRETE.BtOCK1NG ~~y' PC STA 11+11.32 PT STA 1Ji08.37 .
74 0 SUPER EIEVAIE 0.09 Ff/FT ROTAiE A80UT q. i 65 , ~ f
~J 3
~ ~ 63
RFPRAP f1LFER 8A51N "N' a I UNE CIW4NEL W(TH NAG W(TH NAG 5150 ~
ENO Of RIPRAP TO 5TA STA 6+25 ~ / ~ 69 Wb r 2.00' ' TO S7A 975 / j 66 / ~
F11~E HYDRANT A$SE118LY / dEPTH Q.78' 2" 8 STA~!X~15+75 f.G, ~SE S^T•O,,KE CHECK 237.45 ~ ~ {NY~~ 2" BLOW OFF
~(+r w 12~RAiP APRO ~ \ ' ~ ! ' / + ASSEMBLY
10 z~' StGMT / MIN 13 Sf~: OF Ci11S5 '8` ' ~1+1GLE ~4~~ R1P RAPS23' YMI L1t0 ON ~ ~ 68 ~ DSO 67 \ \ f ~
O . ~ O 3 ~ ' F1lTfR FABRIC SMIMENT PIT "P"
0 ` ~ ~ ~ F,G. t TEMPORARY ' 1 'N M} ~ 23 .3d
w ~ , ppETDIOMEI3T DIVERSION J gRCH ~y
~ ~ ~ ~~'e•~~ 1c
l+. ~ QQ ~`P
~ ~u ~ 20~a 1 PERMANENT R1PRAP APRON "P"
~ ~ ~ ~ ~ 2 V STONE CHECK 1 l ~y~.t~t1
O UJ Imo... M ~Ll ~ ~ ' A 8~~s DAM 1 ~ 35~R F.G. ~ ~ 235.45 / ~j
1 ~ ~ / 62
~ ~'4 9 ~ ~ 3 ~ *4o FG, p3 ~t~W p0~ M` ~ i x W~ ~
N ~r
STONE CHECK ~ ~y DAAA Ji~`` ACT 9~~' STA1017 ~ ~/~i STONE CHECK STA 12+33 ' FlRE HYDR/WT AS5£MBLY - ~ ~ ` WP~'R i ~ J
ADJUST LOCATION 70 BE AT ~ ~ ?p ~ ~ / ~ NE CHECK ~ /
6" GATE VAi.VE _j ~ ~ ~ w ~ I HIGH POINT OF LJNE n+ ~
ANO V;4LVE BOX / ~ :::f:. r t8~ p~
iY~ _ ` TEMPORARY/ ~ S~ ~ i
DWERSION .mss y~ ~3}~ ~ ' =py` WATER IAN P'~
SEDIMENT PERIrUWENt / PIT O-i SEDIMENT RIVfRSIQN ~ /
RIPRAP / ~ APRON "0' P17 0-2 • O ~ R I S-10 N S
r TEMP~RpRY ~ \ y-~p 12+18 HIGH POU~if ~y+o~ F.G. 258.59 ~ ~ / STA 74+0 ' / /
DIVERSION T 55 J~ ~H 1 5ili 10+25 LO SFONE CHECK t 2+W ~ ` 71+gp ~ 124!0 ~ STONE C ECK r~l J ~ ~ / ~I i~ DAM ~ i~ 1 / ~ i
O/WI
STA B+bk91 LODI UNE ~
sr~ o+oo K~s~c~ couar ~ N 5g \ I f~' ~ / / / , ~ 0 r ~
~i ` \ / % ; ; ~ 1 f
/ /i W ~ m ~w d W t,~
I 1 \ ~ % \ UNE CHANNEL WITH NAG S150 STA 14+50 TO RIPRAP APRON "P" LL- Couo
\ i \ ~ ~ Wt a S.~s~ ~ ' Wb = 2.00'
_ 59 60 DEPTH 0.75'
Jf - W Q cy) Z
T m~
Ln ° cr)
SCALE 1 INCH = 30 FEET m
0 w
1 8 ~ w LLJ
~ Q V
,`~~~~ttirtrIto
PROFILE CARO
HOR SCALE INCH = 30 FEET
It w • • •
VER SCALE i If~CH = 10 ~ EET • r ?
N~v.•'
~EE
If$#IrrrW'
s290
29 o Lmin=KA=30(-3.53-0.60)=124' Lmin=KA=30(`.10+ ! .10+8.90)=300' Lmin=KA-30(-8.90+5.60)=99'
'25 VC
- - o - 0 0 100 VC o
II + PVI STA 16+00 ~ i
~n L I ~ 280 N ~n ~ _ ELEV PVI 23.7.18 c° 280
N ~ J H - - 300' VC
VC ~ -
Q Q _ _ _ _ _ _ PVI STA 13 ~ Q ELEV PVI 259 - - - Q I 259.43 - EXIS?ING CL ~
Q In to (n ~
27~ N L~ Q _ 270
c~ c~ v o - - a cv m GRADE ~ ~ - I
a ~ ~ - - ~ ~N
c0 O N . e Q Q - ~ Q - _ - - U _ _ _ - _ ~ v.~__
w
26~ ~ N ~ 260 a
- - - - ~ mot-
t~
CO N , 250
250 MIN. 12" SE ARATION BE?VJ E 6 X 2 REDUC R
_ WAT R M N RM SEW 3' ~ ~ ~ a ~ ~ -
~''i - --1-- CON RETE THRUST CO LAR E 4upow
co 240 ~ STA 8+93 _ V) o
ON NE JOINT CF 240 '`C D 3: 0
CULVERT a a~ 4 .F 0 1 ° 1. 6" D CTILE IRON PIPE PV e w t~
- - - WITH THRU T RING - - V)
~.I. 254.00 6X2X6 TEE I.0 ?53 5~ 230 AN CON R T © z
- - - ; t , 0
230
TAN - d . 2" BLOW OFF SSE~IBLY -
BLOCKING STA 8+64.91 ! CULVER? "N"
44 L.F. OF 18' RCP ~ .20 % '
I.I. 255.22 i
220 10. 254.25 ~ 220
- t _ a
~ , ~ 1 cV ~n r~ r~ ~ _ ~
N N mot- ~ c~ ~n
210
U OCj I~ I W W 6f) L4 Ir
CV t` J j .,...r. .v+++ CN CINI f 1 i
f t •
C.7 C~ C7 C.~ C~ 1f - SHEET 9 OF 12
L-L LL. LL- LL- LL- U. LL- l 1 f Inir 200
200
8+00. 9+00 10+00 11+00 12+00 '3+00 14+00 15+00 16+00 17+00 Y- 059-A

rOR CONTINUATI0~1
~ ate,.
SEE SHEET 9 OF 12 ~
TEMPORARY \ \ I DIV~JPSION . ~
i DITCH i i
26 ~ , 73 ~ f_
o ~ O 266
~ ~ ~ ~ 3 \
r 74 \ LINE CW~NNEL WITH NAG S150 T£MPOR 1 , I \ ~ ~ OF's ULWERT "W" TO STA 1+50 ~ DNERSI ~ tO { , ~ DITCH TEMPORARY
DNERSION DITCH
~ o, ~ Wb ~ 2.00' \ ~ OEF1N ~ 0.75'
x i ~ p O ~ ' ~ cwav~. nrio aipRaP ~ 264
i t
1 ~ L(~ ~ ~ FIl7ER BASIN "N" ~ 7z r~,+POwu~
~ rnveRSiou nrrcH
~ f STONE CHECK ~ ~ 2X6 TEE, • _ ^ I ~ STA 1 +30
~ VALVE ANO CONCRETE OCKING 2• scow a~ ~ss~+s~Y
~ i _ _ R/W _ I 3~ R G. 26~
262.50
p~
6" GATE VALVE 4.0' 26
AND VALVE 80X yy 'Uhf STA ?+91 HIGH T
+ N 08'35'01 "E ~ 8' AVEIAENT F.G. 262.38 - --.r F.G. ~ O
1 +00 1 +SO 2+0 2+20.06 pp U ~ 281.'79 + y ~rr
SEDIMENT ?SR ~ PR 0-1 ~ ~ ~ SI T FENCE ~ ~ PERMANENT RIRRAP APRON "S"
STA Oi~00 KI STA H+64.91 Oi~00 KISKA COURT ~ H+64.91 LODI LANE 18 RCP ' - - - . PERM/WENT I iCUL i S~T~IE CHECK D ~11.5i1H C URT S~~ R ~'0 28+.98 SEL1lMENT y PIT "5'
/
P ~ i
R RIPRAP APRQN "0" ~ . TEMPORARY ~ e / ~ 71
' ~~M~ DIVERSION 1 PI7 0-3 DITCH ~ R ~ ~ / _ . \
SEDIMENT ~ / ~ r
P!T O-2 I ~ ~ / 3 y so ~ / i ~ ~ ~ p TEMPORARY \ \ c~
DIVERSION DITCH ~O REVISIONS.
1 x ~ N
TEMPORARY I tNi~i to OIVERS!ON ~ ~o / t
ORCH ~ ~ ~
I { f! 1
~ OR CONTINUATION ~ f
S~E SHEET 9 OF 12 ~ ' coN I m i
l ry r ap
I 70 W
i 1.1.1 Ln m f"` w
1 LZ CL. CO U c(n
I 1 1 CU cir-
I LLJ CJ
_z _j zaQ~8
PLAN ~N Z cr- N
SCALE ~ INCH = 3 = 30 FErT
a
i w
Qom,. W J Lli Q
i i r
I i~ t •
I i i PR HOR SCALE 1 ROFILE
t • • e~` .
ALE 1 INCH = 30 SEE
i VER SCALE 1 LE 1 INCH = 10 FEE?
i i
1
i ! min-KA=30(4+00+' .30)=159'
300
I i
I ~ I - ~ _ _ 60 V. _ ~ _
~ PVI STA +50
1 1 ~ ELEV PVI 63.1 Q 290
c~ ~ o
i ter... ~ t - - - o - - - ~ N r- - f-- o0 0 ~ Q c`i
4
v - - - _ - _ . L . i
O ~ ~J N J 280 z
I
V- U? N Y ~ 0 U - N - 0
I
..r..._._._._ r,,,......_.__. i.~. ~ ¢ EXISTING o
w • ~n r- CL GRADE N C :c
FINI H GRADE TOP 270
j
i
'4 260 cn o
R AI N
-
BLOW OFF --t--
ASSEMBLY -------r--- z
6X 6T MIN. 1 "SPRAT 250 o
~ ~ » _ I _ - - - - - CL
{ - - - _ _r.-...._..._.. r____-- i -

r ATE VALV VALE 240
B , X ,AND CONCRET BLOCKING _
I - - ~ r" cn
_ c~ - - - ~ -
I ~ ~ N N 230
tp- _ i
f N N ^ - N cal
CD CD
LL-
2201--- 220 SHEET 10 OF 12
o+oo 1+00 2 oo 3+00
}
y-059-A

STORM 5~1N~R DESfGN (MANNING) '
1 ~Q~fl' THICK {AYR OF S~YM6~ QL 51LT FENCE MATERIALS TRIALS LOCATION Q PIKE Dl~l~rl: PIPE SLOPE n ~Et'TH OF 4~ fULL Vy q HW/D HW HW AVAIL HW
4/2"-3/4" AG(3REGRTE (N.C.D.O.T. " : 1. FitTEFt ~r,1~BRJiC-PERVIOU 9 WASIiED STONE) 5' MIN. POLYESTER, OR POLYE 1.5' -PERVIOUS SHEET OF POLYPROPYLENE,NI'LON STA STREET C S ~~R~a- (Ff Fl') FLOW (FT} Ft' SEC) ~~T) (FT) (FT)
GENERAL ~ONST CTION SEQUENCE 2. POST-4 INCH DIAM PIM `!'MBOt ~ L1NfAR FF STEEL WITW R POLYETHYLENE YARN, DEHNR APPROVED. y~ ~ DIAM PIME, 2 INGH DIAM OAK, OR 1.33 L8/
1. O@TPJtJ PUW APPRO~/Ai. ~tOM N.C. D.EPT..O~ NATl1RRL RESOiJRGES AND COAdMUNITY DEwELC~PMENT ~~t :EL WITW MIN. LENGTH OF 4 fEfT. CULVERT A 5,g4 18 RCP .035 0•dt3 0.55 37 S.6Q 0.87 1.30 1.30 2.58
' L~iND QUAUIY SLCTtQN, OR Ff20M A 1.t~Al GOyERIVING 60DY THAT HAS A SOIL EROSION fiIJD SEDI- oo ~ O O O O O 3. WIRE FENCE-14 GAUGE 4 GAUGE MIN. W4TH MAX. MESH SPACING CULVERT B 58.pp 42 ~P .01Q 0.018 2.31 68 8.33 1.14 3.85 3.85 5.59
MENTAtION CONTROL PftQGRAM RECOGNIZED BY THE STATE LAND QUAU?Y SECTION. "-oo p~ $ O p ~ ~ ~~0 ~ ~ I~..~~' ~ 4. MAX POST~SPACING IS 1800 CU FT /ACRE ~ o o° a o ~ ~ o a o o • . 'ACING IS 8 Ff. Gt1LVERT G 57.60 42 CSP .015 0.017 1.86 56 10.28 ~ . ~ 0 3.85 3.85 10.25
2. JNSTAtL ~ROSIOtJ CONTROL-MEASURES flV ACCORD~4t+ICE WITH APPROVED PLAN. 2:1 ocobp 0o OOO pOO ~ ~ 21 5 MAX. ~~1` ~ CULVERT G 132.48 54 .015 0.019 2•~~ 14.04 1.28 5.7& 5.76 9.99
3. CALL FOR INSPE6Ti01V 8X GONTROI.,k:lNG KUTkiQRITY. 4. PROCEED• vYiTM LAND DISTURBING RC1'Nf?1', GONSTRUCTIQN SEQUENCE: aaooQ 00 .p o p oop O O ~ oo p o 00 oa ~f COMPACTED FllL CULVERT Q-H ~J,,~p 24 RCP .b38 O.Q13 p,77 39 ~~,gg 0.98 1.96 1.96 3.16
9. AS STORM DRAINAGE SYSTEM JS INSTAU.ED, PROVIDE TEMf'{3RARY INLET AND OUTLET PROTECTION CLEAR, GRUB, AND STRIP THE NCE: O O p o o O ~ o~ o~ ~ BACKFlLL MIN. 8" WI.VERT H-R 14.81 24 RCP .01Q O.Ot3 1.18 S9 7.68 1.0~ 2.06 2.0 3.25
~E'i~ICES AS PER APPROVED PLAN. ~M9ANK~AENT OF ALL VE6ETATl 6. ANY PORTION OR PHASE OF THE. SITE UPON WHICH FURTHER LAND- OISTt1R81NG ACTIVITY' IS NOT BEING REMOVE ALL SURFACE SAIL CO UNDEt7TA1GEN SHAE.L 8E PROVIt3E0 1NtTH GROUND COVER WiTHiN 15 WORKING DAYS OR OF ORfANIC MATTER ANp. STOC RIP THE lkREA UNQER Tli~ ~ 4 O Q a '('HICK LAYER QF GRAVEL VE6ETATlt3h1 AND R40T kdAT. FILTER FABRIC 3.85 11.9cc:5
SAIL CONTAININf HIGM AMOUNTS CLASS B FILTER ~ J~Fp. STOCKPILE OR DISPOSE OF ~p~p FABRIC CULVERT K 5.80 42 CSP .QtS 0.018 Z.Q5 59 9.84 1.10 3.$5 1.65 3.75
PRQPERIY. HAUL ,4LL OB,IECTI 90 CALENDER DAYS, WHICH EVER tS SHORTER. ESIGNATED DISPOSAL AREA. ~ECTIONAB~E MATERtP+I TO THE .CROSS SECTION ~ 0~~ ~ ~pQpa~`-' CULVERT M 7.$9 18 RCP .010 ~•01~ 0.97 65 6.53 t.10 1.65 0...46 2.00
CULVERT ~t 3.21 1'8 RCP .022 0.013 0.~6 3t 6.94 0.64 0.96 1.50 3.04
7. MAINTAIN. ALL EROSION CONTROL DEVICES THROUGHOUT THE COURSE OF CONSTRUCTIbN. NO EROSION DE516N CONTROL DEYIC~ 1S TO BE 12EMOVED UNTIL TH£ CON7RiBUTING .AREA IS STABALIZED. g~~p rtpp zt B" CULVERT 0 6.90 1d RCP •0'13 0:013 0.89 59 8.34 t.a0 1.50
8. AS DISTURBED AREAS ARE S7A8AUZf0 CA1L FQR INSPECTION 8Y CONTROLLING AUl'HORIITII'. MIN. S. UPON APPI~~V,4L, REMOVE ANY ACCUMUTAtED SILT FROM THE EROSION CONTROL DEVICE AND THE zt OVERFILL 6" I ~ 25 `FEAR STORM 1.47 2.58
M~~' ~ D~1.5' MIN. FOR SEfTLEM~NT V- TRENCH CULVERT A 6.39 18 RCP .035 0.013 0.57 39 9.9a 0.98 1.a7 4.55 5.59
EROSION CONTROL DEVICE ANQ INSTALL PERMANENT PROTECTION DICES, RESTORE ADJACENT AREAS o _..._1?I=~I~ ~~J CULVERT B 63.84 4~2 ~ .010 0.018 2.54 73 g.52 1.30 4.55 5.07 10.25
TO FlNI3H GRdADE, SEED MULCH APJD TACK. II °o p 04~ II ~ o1~ ~j p O o -1 I', EMERGENCY EXTEN$IbN OF FABRIC AND WIRE CULVERT C gg,1z 42 CSP .015 .017 2.23 64 ~Q•~d 1.45 5.07
SEEDBED PREPARATION s~ Mnx. ~ t ~~Fi o ~ o ~ ~ S OPE AMAX. BYPASS 8 INTp THE tRENCH CULVERT G 161.92 54 CSP .Q15 -0.018 3.84 86 11.19 1.55 6.98 6.98 9.99
1. IMMEDIATELY PRIQR TO SPRFADING PERT{UZER, THE AREA TO BE SEEDED SHALL 9E SCARIFlED 8Y F~~ ~ Q 000 ~ __.JII BELOW SETTLED WIRE FILTER' O ~ 0 0 O ~ ~ DE SLOPE ~ TOP OF DAM FILTER FABRIC POST CULVERT Q-H .15.28 24 RCP .035 0.013 0.83 41 12.38 1.03 2.0 - CUWERT H-R t8.89 2~ RCP .Ota Q.01'J 1.29 64 7.90 i.i6 2.3 GUI:VERT K 67.70 4Y p .015 •~t8 2.28 85 10.18 1.30 4.S CULVERT M 8.44 18 RCP 10 0.013 71 6.67 1.20 1.8 CULVERT N 3.64 2 0.013 p.4g 33 7.19 0.69 1. ~~E. 7.82 ~g .013 3 .98 64 6.51 1.10 7. 3C 2.06 3.16
SUl~ABI.~ MEAN5 TO A DEPTH OF AT t,EAST 3 INCHES. FABRIC NATURAL AROUND ~II~ 2.32 3.25
2. REMOVE ALL 1.00SE ROCK, RODTS, AND OTH~t 08STRUCTIONS, HEREBY LFAViNG ,SURFACE REA50NA8LY 4.55 11.95
SMOOTH AAiD UNIFORM SO RS Nt3T TO {NTERFERE WITW SUBSEQUeNT MOWING. 3. /APPLY AGRtCULTUW4L LIME, FERTILIZER AIVD SUPERPHOSPHATE UIJIFORMALLY AND M1X WITH SOIL. Q~A(NgGE gRgq WEI (SEE BELOW (ACRES) ( 4. CONTINUE TIWIGE UHT~t A WELL PULVERIZED, FIRM, REASONABLY UNt~ORM SEEDBED IS PREPARED 1 MtN. 1.80 3.75
WEIR LENGTH g" I I ~ 1.04 2.00
o STONE SECTION ~ g.o 4° ~ ~r ~ i SIFT FEI~tCE y 1.65 3.04
4 TO 6 INCHES DEEP. ~ 3 10.0 ~~M~ P~ ~ NOT TO SCALE
5. SEED QN A FRESHLY PREPARED SEEDBED ANQ COVER SEED SLIGHTLY WITii SEEDING EQUIPMENT OR 5 ~ 2.0 NOT TO SCALE pWG-56 TWO--5C
CULTtPAGK AFTER SEEpIiJG. 6. MULCH IMM~DIATEIY !+~lER SEED4NG AND APICHOR MULCH WITH ASPHALT TACK OR OTHER ARPROVEO TEMPORARY GRAVEL C4NSTRUCTI~N ENTRANCE DWG-19 NCE/EXIT
MEANS. PERMANENT RIPRAP APRONS
7. INSPECT ALl SE~dBED AREAS ANb MAKE NEC~~SARY REPAIRS OR RESEEDING 1Nti'tilN THE PlA1+ITING
S£ASON, I~' POSSIBLE, IF STAND SHOl1LD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING •,R~::: ; ORIGINAL LIME, FERTti.IZER AND SEEDING RATES. NOTE: f) W (FT) STONE DEPTH CLASS STONE
8. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTfUlATiON AhTER CQVER SYMBOL tiu+x. STONE SfXE I5 ~.sx~ APRON # Q~ 0 (CFS) ~ p (F/S) L a (Ff) 2. l21PRAP LAYER THICKNESS SHALT. BE 1.5X q 5.46 9.8Q 9.0 * 7.0 23" ~ Q~~ .
IS ESTABLISHED. THE MAX. STONE SIZE BUT NOT LESS g 56.00 8.33 26.0 30A 23" B Qv
9. A GRASEO AREA SHALL HOT 8E COWSIDERE~ ESTABLISHED UNTIL IT PRESENTS A GREEN APPEgRENCE THAN 8 INCHES. C 57,60 1028 26.0 wt 3. PLASTIC FILTER FABRIC SHALL BE WOVEN OF 30.0 23" 8 sp. '~~H R E10.10 S 10 N S
FROM AYE IEVEI 50 FEET AWAY AND TWE GRASS !S VIGEROUS AND GROWfNG WELL IN EACH SQUARE FOOT OF SEEDED AREA. POLYPROPYLENE MONOFILAMENT YARNS AND D 2.32 4.0+- 8.Q 9.5 23" B
• AGRICULTURAL LIMESTONE-2 TONS PER ACRE -Z1, SHALL BE EQUAL TO "POLY-FlLTER X" AS E 2.01 4.0+- 8.0 9.5 23" 8
FERTIU2ER-10-1410 ANALYSIS AT 800-1,000 1.8S PER ACRE ~ ql~ t ~~p MANUFACTURED BY CARTHAGE MILLS, INC. F 2.13 4.0+- 8•~ R~p{~gp d O CINNCINNATi, OHIO. g 5 23„ g s'MIN ~ ,,~~°a
SURERPHOSPATE-BOO IBS. PER ACRE OF 2016 ANALYSIS O O MULCH-2 TONS (80 BALES) SMgLL GRAIN STRAW PER ACRE ~ ~ ~ O~~ G 132.48 11.04 30.0 i 34.8 23" 8 2-3" cooroe ~°a
ANCHOR-TACK WITH UQlJ10 ASPHALT AT 400 GAL. PER ACRE OR ~ O ~ > o0 0 oQO o 000 000 0 $ b pO I'~ ~ 0 1.23 4.0+- 7.0 8.5 23" 8 og9regote
EMULSIFlEO ASPHALT AT 300 G+MI.. ~EiR .c ' ~ J 1.17 4.0+- 7.0 8.5 23" B Geottxti~e tobric W n.
SEEDING SCHEDULE FILTER SHOULDERS, SIDE DITCHES, SLOPES (MAX.3:1) FILTER FABRIC t~8" MIN. K 57.6Q 9.84 26.0 ~ 14.81 4.0+- 16.0 ~ 30.0 23~ B to stabilize foundation 18.0 23" B wetess Lie pant o poted)hero ~
13.5 23" B Ln m -4
DATE TYPE PLANTING RATE AUG 15-NOVt TALL FESCUE 120 LBS/ACRE NOV 1-MAR t TALL f'ESCUE 120 LBS/ACRE R'~ C~N~ 0 6.90 6.34 12.0 13.5 23~ B .+n.n.. ns..~r~ nn~rroi i~rinti c~~TOenirc /curt wiTU n~vFRSICIN RIQGE L1J ~W ~ o ~ ~ a LLI
NOT TO SCALE p 1.89 4.0+- 8.0 9.5 23" B WHERE GRADE EXCEEDS 2% U w Z~ L Cn C)
R 14.$1 7.68 16.0 18.0 23" B ~~ade Diversion ridge LJ
AND ABRUZZI RYE 25 LBS/ACRE MAR 1-APR 15 TALL FESCUE 120 LBS/ACRE S 0.57 4.0+- 6.0 7.5 23" 8 p
APR 15-JUL 30 HULLED COMMON BERMUDAGRASS 12 LBS/ACRE * RIP-RAP APRON TO CONFORM TO SHAPE OF ROADWAY DRCH. TAtLWATER ALL RIPRAP APRONS ARE TO BE WD ON FlLTER FABRIC. ULWATER DEPTH ASSUMED TO BE EQUAL TO DEPTH OF FLOW IN CULVERT I~~"' ~`~~0 p p ~S, Publi Geotexttlt o Public rood _._..I Z
JUL 15-AUG 15 TALL FESCUE AND 60 L6S/ACRE fab„~ III ~IIII=111H.= -~s- _.._I 1111-11111=I i=.. m c)
• BROWNTOP MILLET 35 I.BS/ACRE _ sus OR SORGHM+i-SUDAN HYBRIDS 30 LBS/ACRE NOTE: LEVEL SPREADERS W T- w
1. SIDE SLOPES TO BE 3;1 OR FLATTER WHERE VEHICLES CROSS. VD WIDTH LENGTH TEMPORARY SEDIMENT TRAP DEVICES
SLOPES (3:1 TO 2:1) MAR 1-JUNE 1 SERiCO LESPEDEZA (SCARIFIED) 50 LBS/ACRE SYM80L LOCATION Q ENTRANCE DEPTH END WI CFS WIDTH (FT) (FT DWG 8 z r- a CN w
B-1 2.85 10.0 0.50 3.0 2~ 3.0 10.0 r'PE Of SEDIMENT DEVICE LOCATION DENUDED SEDIMENT STORAGE LENGTH 3.0 10.0 TRIB C ES) ARC YOL ( REQD. WIDTH DEPTH Z aTH
AND R_7 ~ cd ,n n 0.50 3. T) (FT) (FT) °
MAR 1-APR 15 ADD TALL FESCUR o~ ~~/~R~ i i 3.0 10.0
(MAR 1-JUN 30 OR ADD WEEPING LOVfGRASS 5 LBS/ACRE (MAR 1-JUN 30) OR ADD HULLEO COMMON BERMUDAGRASS 8 LBS/ACRE 2:1 MAX. 2:1 MAX. =18" MIWb ~~FLO`~'~ B-3 0.51 10.0 0.50 3.0 3.0 10.0 15 * 4 C) o~.. c V
JUN 1-SEP 1 •oa TALI. FESCUE AND 60 LBS/ACRE • e s gROWNTOP MILLET 35 LBSJACRE COMPACTED SOIL 8-4 4.56 10.0 0.50 3.0 ' C-1 1.80 10.0 0.50 3.0 3.0 10.0 TEMPORARY SEDIMENT PR B-1 0.41 738 17 9 4
e e • OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE y C-2 0.89 10.0 0.50 3.0 3.0 10.0 8-2 0. t 5 270 1 t " 8-3 0.17 306 12 9 4
SEP i-MAR 1 SERICEA LESPEDEYA (UNHULLED- 70 LBS/ACRE UNSCARIFIED) AND TALL FESCUE 50 LBS/ACRE ~I~~~~~~ ~1=I~~~=IIII-III= II_II~ III_ I~ C-3 0.78 10.0 0.50 3.0 II I ~_4 x,47 10.0 0.50 3.0 3.0 10A 3.0 10.0 8-4 0.21 378 13
CNOV 1-MAR 1) ADD ABRUZZI RYE 25 LBS/ACRE 6' NPICAL 10.0 0.50 3.0 G-1 2.10 3.0 10.0 ~ C-1 0.21 378 13 3 10 4
G-2 1.83 10.0 0.50 3.0 3.0 10.0 C-2 0.21 378 13 3 10 4
CONSULT C~NSEI2VATION ENGINEER OR SOtL CONSERVATION SERVICE FOR ADDITIONAL IN- FORMATION CONCERNING OTHER ALTERNATNES FOR VEGETATION OF DENUDED AREA5. TFfE ABOVE G-3 0.84 10.0 0.50 3.0 3.0 10.0 C-3 0.22 396 t 3 10 4 6,~L; 3
VEGETATION RATES ARE THOSE WHICH QO WELI UPIDER LOCAL CONOfT1OMS; OTHER SEEDING G-4 0.66 10.0 0.50 3.0 3.0 10.0 C-4 0.22 396 1 ~ 3.0 10.0 D 0.73 1314 21 1 21 4 5017 ~
RATE COMBINATIONS ARE POSSIBLE. ~PO~a~r ~ on~RSioN oiKE K_, , ~ , o.o a.5o 3.0 K_2 x,14 10.0 0.50 3.0 3.0 10.0 E 0.18 828 18 9 18 4 ~ ~y'~"~ w
• ~ ~ TEMPORARY-RESEED ACCORDING TO OPTIMUM SEOSON FOR DESIRED PERMANENT VEGETATION. ~ DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING, OINERWISE FESCUE NOT TO SCALE K-3 0.48 10.0 0.50 3.0 3.0 10.0 F 0.80 ~ 080 20 !0 1.8 4 3 10 4
K-4 1.35 10.0 0.50 3.0 3.0 10.0 G-1 0.20 360 13 ~-2 0.20 360 13 /rt f EE ~`t~? 3 10 4 t!!~ t
MAY BE SHADED OUT. • G-3 0.20 360 13 3 10 4
Q_q p,20 360 13 3 10 4
SY ` p~ FA9RIC DROP INLET PROTECTION H 0.18
SYM80L MIN. TEMPORARY SEDIMENT PR I 0.41 738 7 15 4 6 15 4
J 0.39 702 16 7 15 4
O 0 0 o Q 9" MlN o 0 0~ ° o INSTALLATION OF NAG LINED CHANNE 0 0 0 oa o 00 0 0 o a a " ~ K-1 0.41 738 17 7 15 4
s~nao~ NOTES: PIPE OUTLET TO FLAT AREA 1. La IS THE LENGTH OF THE RIPRAP APRON ~N N ELS DWG-77 w K-2 0.40 720 17 K-3 0.21 378 7 3 3 10 4
NO WELL DEFINED ChiAMNEL p O 0 o QO o o Opp 0 2. dD1AklETER~BtJT NOT~ESS 7HANN6" ~ p O p O 0 O O~ ~ 0 p ~ Products designed to control sroslon should be instollsd in occordonce with monufactu 8 O O ~ p O ~ 0 O blo~ket-type product used os a protscttve mulch should provide cover of of host 30% ~onufacturor s instructions. My mot or , K-4 0.19 342 ~Z 2 10 4
000 ~ ~ ~ o0 3. IN A WELL OEFINE~ CHANNEL EXTEND THE 0 0 0 Bost 30% of the surfoce where it is L 0.51 919 19 9 16 4 6 14 4
3d a o O o p ~O ~ p p~ A APRON UP TWE CNArJNEL BANKS TO AN . FILTE A , O p o ~ ELEVATION OF 6' ABOVE THE MAXIMUM FILTER FABRIC ~ ~ O O H O N ~ opplisd. Inatallatron ib illuttroted below. O O PLACE STONE OVER THE CHANNEL M-1 0.38 648 t6 0 18 4
~ p o p o o ~ O ~ o TAILWATER DEPTH OR TO THE TOP OF THE p O O O ~ BANK, Y~FIICHEY~I~ IS LESS. BANKS TO KEEP WATER FROM CUTTING t. Apply lime, fertilizx and ~esd bsforo loyin the mat. • M-2 0.80 1080 20 vt ~ M M-3 0.09 162 9 6 4
A AROUND THE DAM. PLACE 6" LAYER OF X57 STONE OR ~E5 Wt M-4 0.09 ~ 82 9 g 6 4
d° o °o o°o 0 0 0 ,~sr~ 9E~ivvEErTi~h+E ~R~w rwo - - ' ~ ~ ~ o ~ O SOIL FOUNDATION. WASHED STONE ON UPSTREAM FACE OF DAM. GRAVEL ANO RIP-RAP FlITER BASN N 0.26 468 16 16 10 4
p O ~ ~ O ~ ~ ~ ~ 5. APRON SHALL HAVE ZERO GRADE W!'fH NO O ~o O o p ~ o~ OVERFALL AT THE END. Wb ~Vb D 308 12 TEMPORARY SEDIMENT PIT 0-1 0.17 12 9 13 10 4
0o ppao o~ CLASS A OR B ~ p_y 0.22 396 13 13 10 4
0 p ADO EROSION CONTROL ~ ~ p O STONE 0-3 0.22 396 13 " P 0.43 774 16 16 16 4z
P LRN 2' ~ p ~ o O O ~ O ~ 2. ~ 24" MAX. • * GRAVEL AND RIP-RAP FILTER BASIN q 0.42 756 16 16 16 4 V) ~j
Lo O O O ~ O ~ O p ~ AT CENTER p O O O TEMPORARY SE~IIAENT PIT R 0.20X0.60 0.12 21 g ~ ~ 10 8 4 0
O ~ p 0 O 0 O Q O O~~ ~ O ~ 0 O p 0 4 O O O O o p p d O ~ o o X 0 0 ~ p " S 0.18 324 12 12 9 4 w
pOp O O O O ~ O- O p p ~ O p * DEPTH INCLUDES 1.0' OF FREEBOARD w
O p0 dp=III IIII~~ p00000~ Op0 ~O • + INSTALL GRAVEL AND RIP-RAP FlLTER 8151NS AT THE tNlETS Of STORM SEWERS H-Q ANO N IMMEDIATELY AFTER THESE STORM SEWERS ARE INSTALLED. > 0.
d~~ ~pOOp~~Q ~00~~ I~I F1L SECTION A-A BUWKET OR FILTER FABRIC ~ SECTION A-A 0 Z: w U) (n
~ ~ / , ~ DWG-55 CL Z 0
STONE CHECK DRAM 3: z
FILTER FABRIC NOT TO SCALE In channels, roll out strips of matt direction of flow and over the prat of matting paroilel to the ~ ~ ~ 1 ~ - _ 0
the protective mulch. 1 ~0 ~ SUSS i~ RIP RAC (SEE SECTION TH U BA~IN 6EL / ~ ~i ~i'~~
rJLJ W z
PIPE OWTLEf TO WELL p
DEFINEQ CHANNEL Oo 8p QO O 2 X 4' WOOD FRAME ~ ~ ~~E el~_~l~ Mchor netting in - ~ ~ : o INVERT _ _ - _ ~ ' PIPE RIP RAP HE4DWALL V) 0
0 oa ~0 ~ o~ ~ o ~ oao 0 00 0 ~ o 0 00 00 0 0
0 0 FABRIC ~ 'II \ a 6-inch trench. GRATE 18" 18» ~ ~ % ' ~ ~ 5 WASHED STONE. 1' THICK X 3' HIGH MIN. 41GH MIN. V) z
erlop / ~ ~ ~ ~OIAIENT ~ ~ / ~ ~ j ~ 0 ~
B _ ooo~ooooo°go .o B 0 0 0 0 ° ~b ~o _ OQO O p O p p Op O O p WfT 00~ ~O p0 O ~ BURY FABRIC 1.0' Overlap J Join strips by anchoring ~ STORAGE ARBa, ow
wTM c~ ~ ~ I I F00T BQOW GRADE M and overlapping. / , 0 z
II ~ 2, $tort laytnq the mot from the top of the channel or slope and unroll it down the on the soil but without wri~Wes - do not stretch. Town the gmde. Allow matting to lay loosely i~ / ~~i / ~ / ~ ~ ~ ' ~ \ I ~ ~ I ' ~ / 0.. U..
O Q 0 O O O NOTES: 3. To s~curo the mat, bury the ups~ops end in a slot or tronch no less than 8 inche 1. FABRIC TO BE A PERVIOUS SHEET OF NYLON, POLYESTER, OR firmly a~ shown. Stapp the mot every 12 Inches across the top end and every 3 ETHYIfNE YARN-EXTRA 5tRENGTH (50 LB/7 INCH MIN.) ~ 8 inches deep, cover with soil, and tomp ~
~ ~ 0 O S ~ ~ O NOT O every 3 ft, oroun0 the ady~~ ova bottom. PERSPECTIVE VIEW z
PLAN ~ ~~o ° o0 0 0°0 ° THAT CONTRINS ULTRAVIOLET RAY INNIBfTORS ANA Whsn 2 strips of mot aro laid aide by side, the adjacent edges should be owrlopp STABAUZERS. FABRIC SHAtI BE SUFflCIENTLY POROUS Each strop of matttnq should also be stapled down the center, every 3 ft. Do not s TO PROVIDE ADEQUATE OR?iINAGE Of THE TEMPORARY 0 owrlopp~d 3 inches and stapled to9sther. Do not strteh the net when opplying staples. NO SCALE 0 bud
O p O ap the end of the previous roil 18 inches W 0
La SED~MEWT POOL 4. To join two strips, cut a troneh to anchor the end of the new mat. Overlap the en 2. FABRIC SFU+LL 8E CONTINUOUS AND COMER ALL os shown, and stepl~ scary 12 inehss just below the anchor slot. AREAS TO 8E DISTURBS SEDIMENT STORAGE 20NE PIPE INVERT (GUT, FlLLEO~ ETC.) R1R RAP HEADWALL
2. SIDES OF THE FRAME, WITH EXCESS GATHERED AND FLOOD STORAGE 20NE GRAVEL & R1P RAP FILTER BERM BASIN kSIN DETAIL
p0 3. SECURED AT tHE CORNERS. 3. INSPECT FABRIC AFTER EACH RNN, MAKE REPAIRS Mainbnonce .s
O O p~ ANA REMOVE SILT. Inspect all mulchu periodically, and after rointtonns to check for rill erosion, dislxoti 4. MAX. STAKE SPACING IS 3.0 FEEL. Where erosion is obs~nld, apply addittonol much. If washout occurs, ropair the slope dislxotion, o~ failuro. ~ 2~ TO PROTECT EXIS~fING PIPE INVERTS
Oo O~Q~~ ~ 4 the slope yrods, rosesd, and roi~stali mulch. ~Ow~ - 3~ NATURAL 6ROUN0 THAT DRAIN 10 ACRES OR LESS
a FABRIC D R O P INLET P R 0T E CT I O N ~o~v~~• i~•~L~~ ,s r~,~ ssRablished. NOTE: DIMENSIONS ARE ~•5~ _ _
NOT TO SCALE MINIMUM ACCEPTABLE I ~ cu?ss i ~r ;[vw
. IJIi. 11 NOTED. OTHERWISE L. ~ 5 WASHED STONE
MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
SECTION B-B- FILTER BLANKET OR FILTER FABRIC SHEET 11 OF 12
SECTION THRU BASIN, FILTER AND CULVERT PIPE
PR A- - P - APRON NO SCALE Y"~0519-w~A
NOT TO SCALE
a .r.a...~Y~r... .t tea.+.~~~i ..xaas~'^..`~'^...

HYDRANT SHALL BE T~'~E ~~~a DWG-72 OF THE MATER AUTHORITY T'riA7
NOTE: CONTROLS THIS D15TRtBUT10N 51'S"~M. PAVEMENT SHaLI (cHEC?c wirN toc~ w~~~ turrr~R1n
aoYe: Hare: GpNTRACTOR SHALL E CpptTRACTpit SHl4.l CHEClE Wl~H THE LtlCAI, YYATER AUT~tORfTY BEf'ORE P4ACING ORDERS fOR THE PARTS UStED SHALL EH£CK wIS7~ i~t0~14t. WRYER AUa'WOR'RY 9£FbRE PL~?CRvG DR~S+ ALL VALVE 80XES OUTSIDE PAVEMEN I'S UStED BLOW YO 9E SE1RE THAT ALL COMPONENTS ARE 2' X 2~ X 6" THICK CONC~tEfE COLL NITH THE WATER AU'?'~IORITf M~TE!~S. EfE COLLARS BEFORE ORDERING HYrJRAt~t75} N
FOR T+(E PAFiJ'$ ~.ISTED @$[:QW t0 BE 5 AT ALL COMPONF~TITS II~tE COMPATABIE WITH TiiE CONPAtAQtE WITH TtIE NtA'f£R /~JTHdRifX 1A~1S. HYDRMfT TO BE PIAGED WRW ry BLOW-OFFS INSTALLED PUMPER NOZZLE ~ARALLE4 ~
THiS ARRANGEMENT FOR 2" BLOW-0 A? THE END OF 2" MAINS. i W/ HYDRANT BRANCH Q' N
pw~~s !f POLYETFiLEN6 fiU$IN~G IS k1SE0. A COP€'fR TRACER 'WIRE IS owG-7~ TOP OF VALVE BOX TO BE 2" CAST' IRON METER 80X BfI,OW FlNISH GRADE IN SOIL OR D4NG-81 ~ M n i
' TO BE YVRC,PED AR~Ilk(D ;HE S~RYtC~ LIVE fRC'1M THE MA4N TO THE Iv(ETER,. ' MAGNETIC i:OCATihiG TA4?E l+IAY . 8E US£b- IN-LIEU OF FLUSM WfTH FINISH PkYEMENT FlN!SH GRADE
' C{SPP~R TRA~E'R N14RE. PLACE TAPE 1.Q~ A$01~E SEftVIGE LINE. \ FlNISH GRADE 2" _ / }
SADOLE REQUIRED ON A[l P1PE CAST- IRON METER BOk SADOLE REQ'0 ON ALL PIPS LL pIP~ / iN RIPE ~ g/8"X3/4" MUELLER COPPER \ ~ ~
E%CEPT DUC711.E tR~Ni P)PE EXCEPT DUCTILE IRON RIPE i" MUEtJ.ER CORP. COC 3/#' MUELLER CiNiPORATION CgCif ~ ORP. COCK ET~R YOKf H-234-82404-R2 ~ t "X3/4"X3/4" TEE 7" RISER, 2 H-~ t 4222 METER ~
YOKE COUPUN(35, 6R AS CAST IRON TELESCOPIC ~-1/2" NIPPLE /
3/4" TYPE "K' COPF+ER TUBiMG OR z REQUIRED 9Y THE APPIlCABLE VALVE 80X WATER AUTHORRY I WITH FIRE HOSE z I CAST IRON VAWE 90X ~ v v THREADS & CAP Mtr~. ~.o cu. F r. ID ~ flF WASHED FT,
18q P51 POI.YE1'HC:EM(E TUBIMf+ ` ~ TYPE K COPPER TU81N 18Q PSI POLYETHYLENE 'ER TU81NG OR CAST IRON METER BOX fEfMYLENE TUBING 3/4" 6" GATE VALVE-TURN LEFT TO OPEN ~ CRUSHED STONE. N ~ ~ zo ONE.
2" GATE VALWE Is i VALUE BOX SHALL NOT 7000H
$/8"X3/4" NUELLER CORPER METER YOKE 3 i H-23#-8-2404-R2 W1tH 7' RISER, 2 H-14242 METER ~ NOTES: ~~N ~ 2" PYC ~ WATER MAIN ~ VALVE OR WATER MAJN. TAMPED HACKFlLL p ~ Q
YpIfE COUPLINGS C1R AS REQl11REC BY THE i. ALL WATER SERVICES SHAId. .ES SHALL MAVE A MINIMUM COVER OF 38". WATER MAIN I METER BO% SHALt 9E FLUSH WIfiH FlNtSti GRADE. 'E UNBS SHAI1. 8E INSPECTED 8Y THE APPUCABI.E WATER AUTH~R~TY BEFORE BACKFILLING. _ - ~ . o G >
AP?UCABLE WATER AUTHORITY. 2. TOP 8F INSTALLED METER B 3. ALL WATER SERVICE UNBS NOTES: 4. EACH !AFTER SHALL NAVE 1. ALL WATER SERVICES SHAII..HAVE MIN. 56" COVER: 5. IF ,POLYETk~ELENE TUBING I 2. TOP OF INSTALLED MATER BOX SMALL BE FLUSH W/ FINISH GRADE. FltCM THE 'AWN TO THE M OP COPRER TRACER WIRE. ~L~ MAyE tlptSEY, WgTfS, FE8C0 OR ECUAL BACKFLOW PREVENTOR. ~ o p ° D ~-`t ~ /CONCRETE ~
TUBING IS.USED, A COPPER TRP~CER WIRE IS TO BE WRAPED AROUND THE SERVICE UNE F \ V ~ BLOCKING ~ D o- ' d p ~
TO THE METER. MAtr'MEi1C IOCA~iNG TAPE MMY BE U5ED IN-UEU T1Mp INCH BLOW - 0 FF \ ;EI2 WIRE. PLACE TAPE 1.4' A804E SERVICE UNE. i CONCRETE PAO CONCRETE SETTING PAS 1'-3" 1'-3' ~
3. ALL WATER SERW6E UKIES 5NAL6 8E INSPECTED 8Y THE ARPUCABLE 6. q11. ?AETERS SHALL BE E WATER- AW'iHORftY PitIQR ?0 BACKFlIUNG. 1LL BE EWIPEO W?TH PRESSURE R£DUCiNG VALVES. NOT TO SCALE MIN. 24'X24" AREA OF ~~8" DIAM STEEL BRIDAL RODS AND ROD COLLARS 4" THICK MIN. 24"X24" AREA OF 3000 PSI CONCRETE THRUST
4. EACH METER SMIALL HAVE HORSEY. WATTS. FEBC4 OR EQUAL aooo psi coNC. Tr+~usr ~.,YP~CAL FIRE HYDRANT ASSEM6LY gND STURBEp Soi ~M
enc?rnow ~R~?~roR. TYPICAL 3. ALL MEfERB SHAII BE EOWIPED WITM PRESSURE REDUCING VALYES. SAL TYPE "6" WATER SERVICE gLpCK AGi~JNST FlRM UNQISTURBED SOIL. NOT TO SCN.E • c
NOT TO SCALE
TYRI~AL TYPE ~A" WATEF~ SERVICE NOT TO SCALE
x .f- QWG 74 pWG-74 FlNISH GRADE
MAGNETIC L~CJ+TiNG TAPE OVER X WATER MA1N DWG-75 ~
ALL NON. FERROUS MATER1At.S, 18' 9ELOW FlNISH CsRADE. WATER R1AIN 'r1fpE PIPE Spit DIAIA A B B 4 CAS' IRON
FINISH GRADE y 3 ,J a 6 ~0 1 15 NOTE: DIME ~ ~ ~ g ~ 1 1 SUI ~ ~ ~ 14 1'1 14 18 16 3000 PSt CONC. ! TE: DIMENSIONS ANU REINFORCEMENT AS SHOWN ARE VALYE BOX ~
SUITABLE FOR THRUST COLLARS fOR S", 8" ANQ 10" MAINS AT 200 PSI BE,4RMIG lv~AINST 1500 PSF SOIL. I)
F
j TRENCH 1NIpTHS ' NOM4NAL MINIMUM MAXIMUM 1 I C-,
PIPS. SIZE TRENCH WIDTM TRENCH WIOTW ~ t . SHEET AND BRACE. TRENCH AS REQUIRED PIPE (INCH~5) (I~C~) (INCHES) Bl' EXISTING SOIL CONDITIONS. PEE O.D. +24 A i ~ 4" MIN. ~ ~ FINISH GRAD / AIIN A A IISH GRADE
2. BA~CKF11,1 IN 6" LAYERS AND COMPACT 0.0. LE51S THAN 18 PIPE O.D. +18 DWG-101
TO 100 ~ STANDKRQ DENSITY UNDER PAVEMENT, t8 THRU 27 PIPE O.D. +24 PIPE O.D. +30 TO 95 x WrININ RpAD RIOHlS OF WAY OR 2a THRU 42 PIPE U.D. +24 PIPE O.D. +36' P~ ~f` ~ 4 4 4 8 ~ PLAN X PLAN ~ 6 8 M~.T~L___~ 1'-0" MIN. ~y~-1f2" CLEAR Uo t i i i
OTHERWISE t0 90 X STAN[>ARD ~EN5ITY AS I 43 THRU 80 ?IPE O.D. +30 °IPE O.D. +38 B~NQS BENQS TEES ti ~ ~ ~ 8 ~o ~ to q ~ ~ , wv 2w i ~a S~ • ° ° 3 1
DETERMINED BY 71iE AASHTO TEST MEfH00 T-89. i FlNIS GRADE 24' 18" 1 N= 24' MIN. 12" ec lJ1RGER PIPS ~ W ~a~pE ~ ~ ~ 12 9 27 1 11 18 24 1 18" LAIN. 10~ do SMALLER PIPE ~ , 4 N0. 5 8AR5 {fff r r
WATER MAIN 1 1 ~ i N E.W. Fly. FACE N ~ , r
~a 9 v o a WATER i uj r
~ 0 p P ~ E 0 ~ SEE NOT 3 (84TTOM) m ~ O ~ v NOIE?e i U 'O CO
SEE NOTE 2 (90TTOM) e ~ • 'a ~ i ~ A 4 ~ 0 ~ O t. ALL 11MU~t BI.OCKf i0 !E POURED AQNNST rr;
m ~ U IIIIU lRI0fN1~L0 !W4 2 0!K l/~VOt OF tf t~ FAT TO Yf MIGm ANCHOR RING b v • o ~ < LL J t`1 C) LAJ
~ 3000 PSI CONC. s. K~wu?~s~a~+rut~it owwe.~ aw~~ ?u~v[ / t" MIN. tie e~oacna ~a 4-ux;N w?ira. ~ o coNC. PAO L.Li CL It
1. SHAPE BOTTOM OF TRENCH T4 FlT 80TTQM dUARTER ON SIDES Oi THE BENEATH PIPE / 3000 PSI CONCRETE NOTE: f
FOR FORCE ?RAINS M!0 SEWER PIPE 9ED QUARTER ON SIDES OF AND Q' 9ENEATH x, PIPE WITH. ~ 481 S70NE (INCLUDE 1N PRICe, OF PIPE). EXGVA7E UNDER EACH • °~0~'~ BELL SUFFICIfiNTCY TQ PREVENT ANT LOAD QN BELL.. ,.,x-;~ ~ THRUST BLOCKS FOR ~ ~R AR~EA~~NST ~I~ A TO BE POURED ~N~T ONCHOR RINGS TO BE ASTM-38 STEEL
2. FOR TRENCH 06P1HS UP 70 1S' WMERE RACK OR NON-CUSNIONING MATERIAL IS ENCOUNTERED HORIZONTAL PIPE BENDS NOT TO SCALE UNDISTURBED SOIL ~,_4. p~p REINF0 ~ ~/5 BARS O 10" O.C. PIPE O.D. + 2~-0' ~'_4• flRM UNDISTURBED SOIL. AMD SHOP FABRICATED ON C.I., D.I., PAVEMENT AND R.C. PRESSURE PIPE FOR A BEARING P U _ !
IN TRENCH BOTTOM, AT DIRECTION OF ENOINfERS, A CUSHI~1 AT LEOST 8' THICK PRESSURE OF 500 PSI OF AREA. X07'o o.~ L-Lj o ; ?
OF ~ 37 OR ~ 407 STONE. FOR SEWER UHE5 UR ~I 5 STONE FOR FORCE MMNS SMi4LL BE PLACED BETWEEN THE ROCK AND THE ;BOTTOM Of THE PIPE. SEE SPECIFICAl10NS FOR TRENCH LEVt' INFORCED CONCRETE THRUST COLLAR ~ 7~saN_ 2AX SLOPE ROLLING 2:1 , N c>
DEPTHS GF2EATER THAN 15'. T11E EXTRA. 2° OF STONE FOR SEWER ONES MID THE FULL 8' OF EXTRA SCONE FOR 51'ABAL12lNG FORCE MAINS WILL BE PND BASED ON THE UNR NO? TO SCALE HIU'Y ?-1/2:1
PRICES OF DRRA STONE COM'NNED IN THE BtD PROPOSAI- J f .EACH WAY
3. p RECT£D 81'~'4'HE ENGINEER ANC1 BJ~+CKflLL xWfTH AT ~LEAS'F~B QF PIPET 0. ~ 4~7 STONE. THE BACKF'ILL SHAt.t. BE COMPACTED ANO SHAPED TO ~ 8» PIPE O.D. +12~ ~tIN. 3000 PSI 4 ~4 DIAGONAL BARS CONCRETE U vai 35' RAD:US 6.0' S. 0' f
FORM A BED FOR THE PIPE. THE EXTRA 2" OF STONE TOR p ~ p 2-'/2" CLEAR 0 n-
STABALIZING SEWER UNES AND THE FUI.~ 8 OF EXTRA STONE FOR STAQ,4L.IZING _ _ . ~ s.~n nw~m nu Tuc i Tort P@I~^cC FAR EXTRA STONE I i t DWG-102 i ~ ~ h ~ X17
hVK(it MPU17.1 Rlli. oC rn~tr ~vcv vi. ...v CQNTAiNED IN THE PROPf1S~4L. ~ ~ ' I I ~ ~ 8" CLAY OR CONC. vI SLOPE AS REQUIRED PAVEMENT
4. BACKFl4L FOR- PVC WATER MAtN$ SHALL 8E DONE: AS FOLLQWS: q, CaVER THE PIPE WITH 6" LAYER OF SELECT Mi4TERIAI, Fl2EE OF STONES AND Mf+RD CLODS ~ ~ ~ ~ BRICK 1NALL VARIABLE 8~-0~ 8'-0" 5'-0' PAVEMENT VNOTH SMOULDER +3"/fT f A
TAMP WELL l1NDER MtD AROUNO PIPE TO GNE ADOED SUPPORT STRENGTH FROM I 1 SURROUNDING SOIL. ~ _ ~ _ ~ i ~ SASE CAr
B. iN ROCKY SOILS, PLACE A 8' LAYER OF SELECTED BACKFlLL ON TRENCH BOTTOM BEFORE Z S
ADDING FlRST 8` LAYER OF BACKFILL, ~ - -1 - ~ i~~ 1/4'/FT _~~4•~T ~1'/fT 4
C, AFTER FIRST 8" Of SELECT IWO TAMPED SACKFtLL HAS B~fN UID OVER THE PIPE, I ~ CONTINUE BACIfFILL IN 8" COMPACTED LAYERS WRH MACHINE TAMPS. ! TOP INVERT ~ PIPE S7- (
CAREfUUY HAND TAMP, BEING SURE TO TAMP MATERIAL UNDER THE EDGES OF THE PIPE. ~ ~ , itiV. EL OUT _,"/FT S"METR~CA_ CU~_-D DrE. --'(7A
~ ~ p 80TTOM INVERT ~ ' a ~ 6~ 2 1 /4"/FT -3"/FT S,-o• X10 C U R B a N D C~~ ~ G U 1N 1 ~r
TRENCH, 6EDDING AND 6ACKFI~L DETAIL ~ NOT TO SCALE (SOT ~ 0 SCA~~ s
~ r _ ~ _ a ~ ;CONCRETE INVERT
I ~ I DRIVEWAY TURNOUT GRADES
I i L J j ' i' ~Q d ° ~ ~ o T e I Q Q a. SHOUL'~ER SECTION
/ ~ 00 2-1/2" CLEAR NOT TO SCALE
I I SECTION
L_------ J 5 BARS ~ 10" O.C. ~CH WAY
PLAN _A~v (TOP REMOVE) JUNCTION BOX
NTS
CL
DwG-~ I
50' RIGHT OF• WAY
I
8'-0" 20.0' PAVEMENT 6'-0" 7'-0"
SHOULDER SHOULDER QITCH
L, ~ •11~11~
LAJ
- a: ~ 2: ~
2:1 8" ABC
2" 1-2 CL
RESIDENTIAL COLLECTOR ROA
NOT TO SCALE • V) 0
ASPHALTIC PAVEMENT 6"j Z. z
NOTE: (IF REQD.) o ,a~'~ 3: ( i L
TYPICAL ROADWAY SECT+ON FOR TWIN CREEK DRIVE, STA 10+46.73 to S7A 15+90, ° °°o
AND R{DGE HAVEN DRIVE STA 7+25 TO STA 12+45. TRANSITION OF TWiN CREEK DRIVE FROM 20' WIDE TO 18' WIDE STA t5+90 TO STA 16+90 V) u CO)
TRANSITION OF RIDGE HAVEN DRIVE FROM 20' WIDE TO 18' WIDE STA 12+45 TO STA 13+45
CUL-DE-SACS TO HAVE RAG+I OF 35.0'
0 z
ICL Q. j
owc-~ 0 ~lc z
gQ' RIGHT OF- WAY • CL
1
6' -0" 18' PAVEMENT 6'-0" 6'-0"' U.
SHOULDER SHOULDER i DITCH i
i l
i /4"/FT t /4°~FT ~ » I
3:1
2:, ` 8" ABC
2" i-2
LOCAL RESlO~NTIAL R4A0
NOT TO SCALE
ASPHALTIC oeVCUCAIT R~
NOTE; - (IF REQD.) TYPICAL ROADWAY SECTION' FOR TWIN CREEK DRIVE STA 18+80 TO 5TA 3t+39.28, T08A000 SHEET 12 OF 12
'LANE STA 0+00 TO STA 4+84.51, RIDGE HAVEN DRIVE STA 13+45 TO STA 33+75.07, lQdl LANE A8C
STA O+QO TO STA 16+46.37, K1SI(A COURT ETA 0+00 TO STA '2+20.06. CUL-DE-SACS TO HAVE RADII OF 35.0'
Y---059,mwooA