20011529 Ver 1_MAPS_20011018

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NO?ES. USE J'-O' CURB END TAPER AT END OF RAgi ON
38' S0' 50' INTERSECTIIC STREETS 8 WHERE CURB 5 E FEET OF OREAJER FROM MAINLINE TRAVEL
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3 V 00

COI~ISTRUCTlOI~I DRS WINGS FOR
G,~STOM COUl~l TY, NORTH CAROLll~l,~
DECEMBER 6, 200D
Owned and Developed by:
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Southern Lifestyles A~ AI- j i / ~
l ~ _ ~ F' i
~ ~ ~ <<. r ~ ~ _
P.O. Box 4937 r l ~ O ~ Q^,' d R~: i ~ j'
/ ~ PARADlSE~~ POINT DAM ~ ~ ~
Pinehurst, NC 28374 C~ ,1;xOK ~ ~ WARRE^f ~R.
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Doug Talbot av t ,~~R .~Et, r , I %'~v. z ti
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LOCATION MAP N.T.S:
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SHEET 3-4 SITE LAYOUT PLAN
SHEET ,~'OADWAY PLAN
SHEET 7-8 ~E_-DIMENT AND EROSION CONTROL PLAN'
SHEE: T 9 TRAFFIC CIRCLE/CUL -DE-SAC GRADING !ALAN
SHEET ' 0 ROADWAY DETAILS
.SHEET 75 ROADWAY PLAN/PROFILE
„ SHEET 7 6 E~'OSION CONTROL DETAILS
SHE-E T 7 7 EF~OSION CONTROL DETAIL S
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' \ CONTOUR UNE ,ICS, r:..
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TERRELL J. & ALBERTA SCOGGINS cRAVEI
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~ WATER LINE ~ + o ® ~ \ ~ ° ~ ~ O ~ I ` i ~ O ~ ~ ~ ~ a~ r ~ ~
~ N ~ ~ o I Q ~ ti~ ~ , ~ i ~
' 6X ~ / / ~ ~ I~ ,
100 0 100 200 / \ \ 9 r~ i i I I ~ ~ _r_ _ _ ~r ~ ~ I i I m o. o ~
® ~ ~ \ 0 23 N SCALE: 1 " = 100' ~ , , ~ + N ~ ~ ~ ~ + 54
/ ~ "d ® ~ . ~ - O ° + m ~ _ o t - - o I r ~ o
_2~+ ~ K i !
) ~ h-"~ ~ 15 ~ ~ I ~ i_) n ~ ~ ~ I K OPEN ~FA~E ~ ~ ~,h SE~pG PC = ~_;+7 - ~ ~ ~ I ~
O x xF ~ SEP11C ~ _ ~ ~ ~ ~I
~ c\, / , I~~~ - N F ~ ~ ~ t OR C~' I u8 ~ ~E r it ~ i i I
~ ~ ~ ~ ~ k POK ~ ~5' S ~I ~ ~ 58 o SETB I S6 Eregc - 1 _ ~ ~ ~ i
X 00 / 4, \ S~ 0X o a ~ ~r ' ~ ~ 3+54 f>~ 1 l~ ~ I Z I
FUTURE ~ ~6\ c,'~ / ~ P o p C ~ - ' p5 ~ I
BOATSLIPS ~ , ~ s o 2~ 4 ~ ; ~
• o° ~ a ) . V' k ~ W 1~ L~~ tP ~ p P ~ ~ ~ ,ti ~ i
® Q rn + m ~ ~ 1 ~ ~ ~ I D ~ ~ O ~ ~\i ~ ~ I ~ I I
~ 1 0 3 2S i ~ ~ ~ ; S ~ ~ ~ ~ n 3 ~
~ - J 0 \ ! i ~ oo ~ i ~ a x O_ A,,K ® ~ i
® % kOG ~ s. ~2 o ~ s ~ ~ ~ I ~ i ~ ~ 1
~ 4 ~ • k oo ~ ~ ~ W i~ SITE IAN;LE i ~ v ~A ~ I tY
®1 9~ 2~ 1 o g+0 ~ 00 7+0 00 5+00 ~ o ---F- --t-- ,
1S p FUTURE 14k0 / G~` , _ ,
CLUBHOUSE ` P 4~1 a P . ~ I ~ ~ ~I
0 ` ~ ~ E~ F • 15X0 \ ` I ' S ~ ~ ® ~I ~ I
?6 ~ i I 0 „ ~ S ~
r- ~ 21 o ~ , Q ~ ~ ~ 1, ~~~I ~ ~ ~ 1 ~ i I
~ / • / 1 I V ~
~ , ~~P X6"00 V~r, ~ i ~ I i l i~ i x I I~~ rn ~ ~ 11 ~ I
~ ~ 1
ti ;e OPEN SPACE ® i I~ ~ ,I ~ i , S) ~ ;
EPTIC ~ ~ ~ s ~ ) 9 FOR LOT I3 ~ ~ ~ ~ Z V ~ ® ~ ~ i~ ! ! i ~ , 1
~ G ~,~N \ ' 0 48
ir.°• )1 ~ ~.c L1~E - OPEN SPAGF ~ ~ ~
Al Of EN SPACE ~ SEPTIC ~~t 1 FOR LOT ? G, ~~tc ~ , ~ ~ 1 i
) ~ F ~ SEPTIC / / • X 6 r ~ i ! ~RAINA,, l49 S~ I~ ~ ~ i
~ ~ ~ FOR LOT ?6 ~ N r _ ~ / OPEN SPACE „E EAS ~ ~ ~ ~ - AMEN l ~ ~ ~ j
~ •20' DRAINAGE F ASEMEN ~ ~ _ ~ ~ y _ _ _ SEPTIC . _ ~ ~ ~
_ - _ RESERVED X00 ~ I I
1 ~ ~ ~ _ ~ - .c.. ~ Ul
- - ~fi W ~ j ; 1
o• / 0 ~ / 40' SET6ACK . ~ k q 4~ ~ Q
Z p tP ~ ~ TB k o• ` v ~8
~ Z ® ~ OPEN SPACE ~ -a' /
(N*1 ~ Y Q1 x7 N ' ~ 27 ~ II m m ~ ~ 30 ~ SEPTIC
v ~ _ f 3 ~ / v . + p0 s FOR LOT 14 / / i
2 ~ \ N ~ w. g} r l ~ ~ x m ~ S / 31 ~ ~ ~ ~ 4 i
9+00 6 ~p1 ~ ~ / ` ~
~ \ / F~ F~ F # :
CK m ~ ' 22+00 f~~.-- J` OPEN SPACE `r 113A 23+ 21+UO + _ 15 SE ~ I. , \ q SEPTIC T~X i~l~~-vV: ~ ~ FARMS INC. . = ~ ~ LAKE r.E
l \ ~ 1 ~ 2gx0O r.. ~ FOR LOT 37 / ~ Pp 439 ~ F
x / CK .t , Z SEA F tl i ~ ~ F / 15 P~ x0 / ZOa~r ~ R-R t
S' ~ / 9 / ,k 4 \ s
S k 5'4 ~ S PA 3 F- ~ a r' I t" iOPEN S CE
SEPTIC 2 _ ~ ~ I ~ FOR LOT 3
~ r `~L
\ 0 ~ ~ ~ ~ ~ OPEN SPAI,F
V L' I t ,S 0P ~
- Sf w r~ ~ i ~ SEPTIC . A. ~AC ~~~P ~ ~ A r ~ ~ T
Jr~ R- 0 FOR ~0 SA ~ V 0 \ ~ ~ ~ ~ ~
42 LEGEND
~ i` nn~r ~ ( rc
34 _ 4) ~ ~ ~
~ ° 4
PROPOSEC
~ 4 43 \ v. , , 0 ~ ~ i 60' x 60' IiOUS:
~ • , ~ _ ~ ! TAx 15-109 - ool ~ # T\ ~ oy- oo~
3S ~ I LAKEVIEW FARMS, INC. ~ , ~ 1 ~ ~ ~ r DB 3 P ~ 16 CMS, INC.
o I / G 316 ® PROPOSED wEi_I_ L~
° I ~ ~ ~ ZONED, R -R ~ , ~ R-R
.
39 \
® \
~ / ` ° \ ° ~ NOT _ ;
- ~ / ~
3 ~ ~ 6 ~ / t. WASTEWATER FROM PROPOSED LOTS TO BE DISPOSED OF
/ BY SEPTIC TANKS AND DRAIN FIELDS `4 ...y
• ~ ~ / ~ i~ TAX # 15---109-~~10'
ESMN. o ~ LAKEVIEW FARMS, INS' ~_L.~ ' ri
. DB 259 PG 4,~y I__. ~rr~
~'ACE~ ~ ~ ~ ZONED: R-P, ANN ~ 20 4 gp,cK ~ , ~ y r•,
• ~ 5~ ET ~ 1 ' S6. /
T / \ 6 n~C;t~iY:IU~~L'~'
8 Ojr]i.~j4!d I 'r _~C.~ ~~I Y~n 3 n'i~ i i~L~l ?7
• 3~ ~ / 'mil d
/ ,J ~ i ~ ~ ~ ~ ~ c,l r fit; ~ i ~
v
Q I ~ n ! I ~ , ~ ~ ~
ti _ i ! ts, ~ ~
_ FU ua~ .I~ z~
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v~'~~c~'c.~;-~~c~ z

3
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CO Nyi u 0~
rJ

i
LEGEN
NOTES CONSTRUCTION SEQUENCE ~ POIN1 ON LINE
1. OBTAIN PRELIMINARY GRADING PERMIT AND POSE AT SITE; 1 t 1. CONTRACTOR TO FIELD VERIFY LOCATIONS AND ELEVATION OF o NEW IRON (5~8" Rebari _ _ - - _
EXISTING IMPROVEMENTS WHICH EFFECT NEW WORK PRIOR TO 2. CLEAR AND .GRUB ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL MEASURES•
COMMENCING NEW CONSTRUCTION. CONTRACTOR TO NOTIFY ~ 3. CONSTRUCT ALL TEMPORARY AND PERMANENT STORMWATER MANAGEMENT AND SEDIMENT ~ 0 D IRON ~ - 0 L ~ r
ENGINEER IMMEDIATELY IF ANY DISCREPANCIES EXIST. - CONTROLS; ' FIRE HYDRANT
2. INFORMATION AS TO LOCATIONS AND ELEVATIONS OF EXISTING 4. SEED ANO MULCH ALL TEMPORARY AND PERMANENT STORMWATER MANAGEMENT AND ¦ NEw cArcH easw , _ _ _ ~ j
IMPROVEMENTS IS PROVIDED BY OTHERS. SEDIMENT CONTROLS; ~ ? EXISTING CATCH BASIN - ~ .•1
FLARED ENU SECTION ~ ~ ~ ~~~NUiuinrp,~~
3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE LOCATION 5. CALL FOR INSPECTION OF DEVICES AND UPON APPROVAL OF SUCH DEVICES, OBTAIN AND ' ~7 POST FINAL GRADING PERMIT; a v JUNCTION BOX / ~ `
& PROTECTION OF EXISTING ABOVE AND BELOW GROUND UTILITIES ~ ~ l ~ ' i
AND STRUCTURES. ANY AND ALL MAINS OR INDIVIDUAL SERVICES 6. PROCEED WITH CLEARING, GRUBBING AND GRADING TO COMPLETE PLAN. PRESENTLY IN SERVICE WHICH ARE DAMAGED DURING CONSTRUCTION i ~ ~ ' ~
7. GRUB REMAINDER OF SITE AND BEGIN ROUGH GRADING. SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO
THE OWNER OR UTILITY PROVIDER. S. UPON COMPLETION of RouGH GRADING, INSTALL UNDERGROUND UTILITIES TO INCtUDE - :1 _ C : , .
STORM DRAINAGE, CATCH BASINS, JUNCTION BOXES, SEPTIC FORCE MAIN, PUMPS AND STRUCTURES. FES ~ 1 ~ / i ~ ~ ~ : 0 ~i ~ ti' ~
4, CONTRACTOR IS TO MAINTAIN UTILITY SERVICES, INCLUDING WATER, 9. INSTALL TEMPORARY INLET PROTECTION AT CATCH BASINS. INVERT= DITCH BOTTOM i ~ r ~0~ ~ ~ip~
SANITARY SEWER, STORM SEWER, NATURAL GAS, Ei_ECTRIC ANG ~ O LA = 10', d~ = 6" 1 F I TELEPHONE Ali ALL TIMES DURING CONSTRUCTION. 0 BEGIN INSH GRADING AND ROADWAY CONSTRUCTION. C tt
11. ALL SEDIMENT AND EROSION CONTROLS TO REMAIN IN Pt,4CE UNTIL FINAL STABILIZATION ~ " Y II
5. CONTRACTOR (S TO KEEP ALL PARKING AREAS, ALLtYS, AND STREETS Is ACHIEVED. r' 1 m l ~ ~ ~ I _
A A TI T ~ T1 - ~ DJ CENT TO THE CONSTRUC ON ~I E CLEAN AT ALL ~ MES DURING, AlJ sediment control measures shall be inspected of least once every seven calendar do s and ! 1 _ ' _-t _ ' ___i
CONSTRUCTION, after an storm event of renter than 0.5 inches of reci nation Burin an 24-hour eriod. I Y 9 P P 9 Y P ~ i" -'F ~ ~ 1 ' Q1 i I n.4• ~ 60 LF 18` ~ ~ j ~i I I. c~~
All sediment features shat! be maintained until final stob8ization has been obtained. - ` , 0. CONTRACTOR 10 ADJUST THE ELEVATION OF THE RINGS AND COVERS ~ ~ ~ , RCP 0 3.54X ~ ~i I I . 1 , , , ~ ~ i - ~ ~ i i
a~.~; U stobilization measures shall be initiated os soon os practicable in portions of the site where ~ a. ~ r, OF AI_L EXISTING UTILITIES WHICH ARE TO REMAIN AR~. TC construction activities Hove temporaril or permanently ceased, but in no core more than 14 da s ` ' rtu~E " 1 ~ ~ I; ~
MATCH THE NEW SURROUNDING GRADES. f r h r ~ ~ i y f y ~ a to t e coast ucbon achwty n that portion o the site has temporarily or permanently ceased, / I; I ~ ,r.; ; i~ ~ „ I i r= i
unless activity in that portion of the site will resume within 21 nays. ~ ~ k ~~t p r _ _..L 1 ~ i r- i, ~ i
7 AL.L SIGNS WITHIN THE LIMITS OF CONSTRUCTION SHALL R MOV-1? ` ~ ° BE E E. Residential subdivisions re uire erosion control features for infrastructure as well as for ~ - m ; ~ 0 r~I ~ '~I~~
AS NEEDED fOR THE CONSTRUCTION AND RFPLACEC AS SOON AS q " % ~ P ~ I individual lot construction. individual property owners shall follow these plans during , ~ ~ ~ ~ i I~ I r~ ~ I jl w ~n~ z ,
OSS 6LE. tot construction or provide an individual plan meeting Section R.72--307 of the ' ~ T y.% J Stormwater Management and Sedimect Reduction Act requirements, ~ I~~In ~ ~~IQ~ , \ i I I z ~ ~ a.
8. S1GNiNG OF THE CONSTRUCTION AREA SHALL COMPLY WITH THE -20 wA _R SERk~,E , I~ Q I ! z ~ ~ ~ ~ EASE Mr_1vT ~ ! ~ I - _ i
CURRENT NCDOT STANDARDS. _ ~ + I } ~ ~ ~ ~ I ~ I i~~
ALL SIGNAGE INCLUDING REGULATORY AND WARNING; I Frv 4„ v iw w~t~ll~ii~ 32 ~ 2 1~ a' a ~ I
SIGNS WHICH ARE OWNED AND MAINTAINED BY THE _ . F - CB 2 TYPE G RCP ®1.OOx l a ~ ' I ` I~~ STA. 4+50.OC ~4 i O_ I ~ ; w.
NC DOT ARE TO REMAIN THROUGHOUT THE DEMOS ~~-~`"v ANG - ~ ~ - - ~.1 ~ ~ - ~ CONSTRUCTION PHASES. ALL SIGNS WHICH NEE C iu~ HE REMOVED 3 g0 ~ CB q TYPE G 2 ~ ~ ~ ~ ~ ' ~ GRATE= 602.79' + W ~ ~ i ~ ` i- I u! ~ - STA. 7 28.00 0 >IQ~j~ ai3i
ARE TO BE RELOCATED IMMEDIATELY. 1 -27 . IN'J. IN- 597.59' GRATE- 592.47 w ~ O ~ w w ~ ~ I w !
~C ~ ~ r ~ . k ~ n iNV. OUT- 597.39' iNV. IN= 588.20' ~ , r'~ ~ ~ ~ ~ ~ , _
9 CONTRACTOR TO SET UP TEMPORARY SEDIMENT CCt"~~TROL M A R FES X11 INV, OIiT~-- 587.93' ~ r li ~ , , o l ! ~ K~~ ~ TA 7 ~ ~ ` I S +30.78 r j I~ ; ~ ,
BEFORE WORK COMMENCES, ALL TRAPS & BASINS SHALL BE RO r 0~ 0 S- 43.86' lT. c-•,, I / '
INSPECTED DAILY {MONDAY THRU FRIDAY) FOR EXCESSIVE SILTATION. Tg - - ~ CONTRACTOR SHALL REMOVE EXCESSIVE SILT FROM SHE TRAPS AR ~ ~6 ~ 2 ~ ~ 2a LF 18" ~ - -1- ,F ~ 18. ravERT= 588.52' ~ _ c:6 TYPE G ~ ~ r- t ~
T T ~ " R t0 ~ 6 ~ ~ ~ RCP 0 0.507L IMMEDIATELY BEFORE CONSTRUCTION COMMENCES O~~ ~HA~ DAY. = ~ o ` _ Y ~ x~`'~ ~ A = 12' duo - 6' 1 ~e / ~ ~ 'u : . ~ ,r I 0 0.50X ~h• ~ JEPTIG STA. 8+75.00 ,:-FES /12 ~
MAINTENANCE SHALL CONTINUE THRU PROJECT COMPLETION. ~ ~ ~1 c ~ ~ ,Sx 152 LF ~ 18` / ~ cR LOT 59 GRATE= 587.39' STA. 1C+,1.54 CP 0 3.75x- / ~ ~ ~
5 .-1~_g" ~G INV. T= .20'~ 0 34.98' LT, i~ i ! ~ / OPEN SPACE OU 582 /S~ ~G 3 24 LF ~ 24" INVERT= 580.00' ~'i I
T T ~ ~ ~ ~ c ~ r MEDIAN RB \ , ' - 10 CONTRAC OR IS 0 DRESS, SEED AND MIDI-.~H Al. ~,REA~ DISTURBE.~I 2a n24 % ~ . 1 - 6~ ~ I' ~ ~ r ,Ak / RCP 0 1.50.4 170 LF 18' LA 1, dso -6
DURING THE CONSTRUCTION. FINAL DRESSING, SE EDiNG & MULCHING R ~ ~ , / T ~ RCP 0 1.8~ 'I I i / x -15 lF ~ 24" I~ I j ~ I I
SHALL BE. Ir`d ACCORDANCE TO THE CONTRACT SPECIFICATIONS. ~ ti~~ r`? 2'.p• CB ~l1 TYPE F ~ RCP 0 3.53x i ~ ( i _ ,i I ,
~ ROLLED CURB STA. 4+50.00 ~ 1 ? . ALL. DITCHES~CHANNELS THAI ARE NOT LABELED ARE EXISTING. ti~ ~ - GRATE= 602.19' ~ ~ ~ CB TYPE C ~ I I , '
,s J INV. OUT= 597.7t' + ~ STA. 10+43.00 ~ 159 ~ ~ I~ ~ ~ ~ (,RATE= 58390' ~ ,I i
1~. I A= N T F - ~ O ~y-- LE G H 0 RIP RAP APRONS FOR F.E.Q. 5u ~m 112 LF ~ 18" ~ .,rV. IN- 57,1.47 ~ ~ I ~ I~
~ "a RCP 0 3.50X A, ~ J 27 Lf ~ 24` IN`!, OUTa 5'9.27 T,~ I ~ j ~ ~ + RCP 0 S.O7X x CB 8 TYPE ~ ;-r i , i
o O 13. ALL STORM DRAIN EASEMENTS ARE 20' WIDE, ~1N1 E NOTED G~THf_RWISE ~ ~ i7 i i d'- ~ _ _ N ST 11+84,0 ~ 48 LF 24` GR ~ TE= 581 70 ~
h ~ ~ ~ ~ ~ RCP ®2.Sx IN' OUT- 576. I
14. ALC EXISTING ROADWA'f5 AND STORM DRAIN STRUT" 1-ORES SHAI~_I-. B - 0 50 ~o d ~ 1 ~ , E ~ / ~ - 45 s ~ ~ 1-24LF~ 8 ~a i_, j ; I
REMOVED AS NECESSARY FOR CONSTRUCTION OF F'R~IJECT ~ ~ C , Op . • ZA ~j ~ ; RCP ®10 ti% A2 ~ ~ ~ ~ I II
1 ' - C~' SCALE: -50 ~ . 15. ALL INLETS AND OUTLETS OF PROPOSED STORM 1~~2AiN PIPE IS TO i _ ~ - C(_R 107 LF ~1.1f~ ~ u~ I I
~ ~ BE RIF-RAPPED PER THE RIP-RAP DETAIL ON THE i.RO51ON CONTROL ' ~ 5O - TYPE P 0 0.. o;- 50 ,a~' - 20' GRAINAGE EASEMENT ~ 11+84.01 g TO FO~I.GW C!L OF EXISTING _ _ + _ ~
DETAIL SHEET. / ' ~ ~ ~ ~ ~ GRAT SSiJO' ~ c~ w ! , i ~ 38 i ~ ~p~ CREEx I ~ 1
16. ALL PAVEMENT MARKINGS SHALL COMPLY WITH Nt a STANDARDS. ~ ~ ~ ~ ~ ~ ~ INV. IN= 76.86' '0 Q j ~ I ~ ~ V. OUT= 76 ii '
\
• J~1 _ X 17. FOR ALI_ CATCH BASINS SEE NCDOT ~DiANDARD [11~Avk~INI;S 5 STA. 5~ J~;~1 ~ A - STA. 5+76.59 ~
OFFSET= OFFSET- 0.00 ~ i 4I LF ~ 36`
INV. IN= INV. OU INV. IN= 593.47 / ~ ~ CP 0 2.4X INV. OUT= 593.27 ~ FES ~2 .3 6~• J8 ' 2~
/ . STA. 10+43.00 FES I~ , x ~ STA. 13+01.iF ~ +97,97 T
1 ALL SEWER FORCE MAINS TO BE_ SDR21 PVC, RA71 L >~T 100 psi , . 0/S= 35.00' RT. ~ k ~ c F F T= t R, I ~ IN RT= 7 OAS= 26.80' RT, ~A D SE 5.00 VE 5 8.07 ~ ~ %f'~ iNti'. W= 576.12'
WITH PUSH ON JOINTS. ~ / _a ~ _.i _ = INVERT= 57L74' , LA - 12', d~ 6 ~ ~ ~ INV. lN= 572.10
- ~ ~ Y ~INE JJ ~ = 24', dso ELF ~ 36` ' ! INV, OUT= 572.00'
2. ALA SEWER FORCE MAINS To I1~VE A M~N!M~~M ~~1 ~ of .,OVER PROPERT L I / / FES N1 "RCP ®2.4X ~ STA. 7+28.00 / I~. ,lg ~3
FROM FINISHED 'i~RADE. WATER LINE FOLLOWS 57.,00 ELEV, / i cB 3 T N CB y3 TYPE F 0/S= 39.00' RT. ~ ~ ~ OPEN SPACE STA. +61.55 STA. 7+28.00 INVERT= 586.00' ~ ET= 16.00 RT.
- ~ r,r CONTOUR LINE / ~ ~ srA. 7+ 3, ALL SEWER FORCE MAINS ARE TO BE BL'iL~ iT ,rtE ~ GRATE- GRATE= 592.47 La. = 12', dz = F 4 t3 LF ~ 36" 1NV. IN= 580.70'
DETAIL~ ON THE ROADWA. DETAIL 5Ht_E INV. IN- INV. IN= 587.57 ~ ~ STA. i6+66.95 CP ®2.5X _ INV. OUT- 580.50
- ~ INV. OU1 f - - - 1NV. OUT= 587.37' OAS= 28.00' LT. ~ o 35 LF ~ 36"
- ~ INVERT= 580.11 ~ RCP ®2.5x L' ~1 S ~ LA - i9, duo = 6`~ ~ t}
~ . Q ! T _ 6 1 128 LF ~ 18` !n 41 CF OF 15" CMP
FU11_IRE l ~ ~ _ ~ CB 14 TYPE E-, RCP 0 9.OX ~ TO BE REMOti~ED ~ ~
BOA f IFS ~ 1 STA. 0+89.17 CB #9 TYPE G ~ --JB ~8 1 Q ~ GRA = 634.63' TA 1 s
~ ) S 8+00.04 ~ ~ ~ STA, 16+74.61 ~ ~__i , INV. I = 630.02' GRATE= 614.89' OFFSET= 16.00 RT. Q
INV, T= 629.82' INV IN= 610.99' ~ " x INV- IN= 597.50' ~ '
~F ~ I ~ ~ ~ ~ 2 ~ o ~ ~ ~ ~ 0 ~ r + 22 L ~ 18` N`l OUT= 610.79' - INV. IN= 581.77 I 00 i
~ ~ _ I ~ nQ RCP 0.5X 24 LF ~ 18` ' INV. OUT=~ 581.57 ~ J
FUTURE: ~ J C~ ~ S 4 , 1 ~ ti 00 - 1 , o RCP @ 2.5x
/ CLUBHOI,~E 5 CB ;4116 TYPE E 1 0 LF ~ 5k 203 LF ti .8 ~
~ ~ STA. 1 32.40 CLUBHOUSE F CE MAIN LOT 14 FORCE LOT 13 FORCE 2" PVC ~ ~FES y5 TO BE MARKE GREEN MAIN TO BE GRATE 594.08' 6~ ('L ~ ,-R _ _r::%~ ~ RGP 0 9.G%._- r 2~ ~~RAiw AGE JEME ~ - \ ~ I v ~ Op ~ ~ 72 LF ~ 18` TO ~ -'~_~CVv C!l O x~5 ffNG ~ ; , , ~ r P 0 ( ''R Ek I_i_ -
STA. 16+71.7? AT BOTH END AND MAIN TO ~ M RAN INV. IN 589.23' -a (CLUBHOUSE) MARKED BLUE A ARKED 0 ~ ~ - Uc r~ ~ ~ ~ RC ® .5X if ~ E. ~ 1
0/S= 62.42' RT; EVERY 25' BOTH ENDS AND AT BOTH ENO5 INV. OU = 589.03' ~ , , ,.k LOT 15 FORCE - t 4~.~~ 6 -
INVERT= 586.02 MAIN TO BE EVERY 25' AND EVERY 25' ~ 0 - ' LA = 16', dso = 6" AT F 4" N ~ C;~ k0 ~ " CB X10 TYPE F ti x ~
\ ~ MARKED REO 22 L 2 BOTH ENDS AND 327 ~ ~ RCP O 1.0% o a , i ,-~-'~y N STA• 18+00.00 ~ f__ ~ ~ ~ BOAT
OC 0 100 '100 _ Y ~ + ~rn p0 = EVER 25 2` PVC w w g r / ~ A GRATE= 614.89 - `1' x STORAGE ~ ~ INV. IN= 610.67'
~ A1~PC, cS~ I (LOT 13) w ' ° , iNV. OUT= 609.02' _ i
SI,ALE. 1" - 100 ~2d 0 til I ~ ~3~OD i+00 W10+0 ~ t ~00 ~ 14+00 ~ +00 CB X13 TYPE E ~ ~I ~ k OPEN SPACE Ll_ ` ~
STA. 0+89.1 ? ~ f ~ _ ~ ~ ~ Y GRATE- 634.63' g /
~ RCP 0 1.51% ~ - - _ JB 4 _ INV, OUT= 630.13 j ~
E _ _ _ _ _ 226 LF ~ 18" ,1D+0' 60 _ _ - - - = _ I RCP 0 9.OX / / STA. 20:x02.50 Q 1 I` ~ I ~ ~ OFFSET= 21.77 RT.
\ l ~I 6 ~ _ , ~ CB X15 TYPE G T~, t~ J t INV. IN= 629.46' ~J E G . ~ ~ • ~ INV. OUT- 629.26' ~ ~
.r ~ / 1 399 L 30 , 212 LF ~ 24" S . 8 00.00 00.00 ~ ~ , -f ~ n
~-CB 18 TYPE E RGP 0 0.5% ~ DRAT = 1 . ~ ~ # RCP 0 2.59X E 6 9 82 STA. 16+31.59 ~ OPEN SPACE INV. OUT= 615.68' 619.82' ~ r, C~. I-, , ~ I ~ ~
~ OFFSET= 26.53 RT, r ~ f- 615.68' ~ L ~ ~ 1 ~ ~ ; -
( ' ~ CB 4'1 ? TYPE E ~ ~ GRATE ~1 \ GRATE= 594.24' 01 SEPTIC ~ ~ TA 1 + 1 I _ ~ STA., 12+32.40 I ~ S 0 2 .83 Pr ,``~l ~~~F Y ~ ~ _1..0 -
3~ NV. IN- 587.03 FOR LCT _3 ~ _ ~ ~ OFFSET= 20.00 LT. m, ~65tNV. OUT= 586.83' ~ - GRAT, 594.08 I ~ INV. IN= 595.34' ' U I ~ , ~y~ L o. i~~,~;~1
v, - IN- 589.65 OPEN SPACE INti. ' o ~ ~ _ ~ ~ tNV. OUT= 595.14' 0 O1°i~~l~~~.l 3 _ ~ f-~ , ~ i
~ I ~ _ t ~ SEPTIC INV. ~ t~T 589.45 { f i 28 ~ ~ ~ 3 \ , ; c, ~ \ ` _ LOT 16 FORCE ~ i i i I ~ ~ II iCO~I ~ ~C~i ~
~ ~ ~ C ~ - r ! MAIN T o ~ 1 r ; r ~8 s ~.,a. ,z OR I_JT tb 0 BE ~ I ~ ~
• ~ s . MARKED YELLOW r I ( z G__. 25 ~ m u~ h C~ AT TH N I i~~ J _
~ ~ ~ ~ ~ <.g BO E DS ~ ~ 9 ~ 20a,ND EVERY 25' t ~ I ~ ~ - r ~ ~ LL ?C _ r ~ ' [D I I, c
~ ~ . ~ D ~I ~ I i i % i - a, oe, ~~9rA, ~ 1 ~ ~ c,:, ~J r'll f , J r 64.63 } - i ~ ! i L~ ~ I lam:
~ - 60 LF ~ `~SE"N I { ~ v ~ ~ I Z~ i_
1 f X ~ I 2" PVC ~ ~3p FNt ~ T 1 ~ ~ ~ ~ G ~ LINE EASEMEN~/~~ ~ ~ ( 6 I ~ Il ~ c ~ r-I ~ a ~ ~ ;7 E i
1 I (LOT 60) _ ~ I tJ~<t;~~ _ ~~r~~ / ~ ~ I ~ ~ r! ~ ~ ~ ~ , ~ ~ ~ _ ~ ~ I
~ - - 1 i' ~ i SE. P 1IC ~ ~ ~
~ ~ , t~~ 1 , ~ ~ ~V ~ ~ ~3r ~ OPEN SPACE MI _ ~ oc~ i r I r. ~
41 2" r
\ PVC \ 748 Lf SEPTIC \ /b OPEN SPACE
2' PVC OR LOT 15 (LOT 14) (LOT 15) x
n qh IPA-~ ~ U~ ~(E '7 OY t ZZ
P~ ' 29 L34 < i y J Q 51~ (~1 pug i_
21 '_20 \ 56
+00 24+00 „ , iaNC~ 2 t OPEN SPAT ~ tag u~ qtpU r i ` YQ
L, sr t~ 3+00 b u u k ~r~ A U
SEPTIC 7 RESERVED 7 , LC)C A L /

I . I ~ f , ?4~~ ~ OWN
I ~ rn L ~ r i ' 394 65 \ L / \ 954 Q
/ ~ o / W - / I
~ / o S e ~ r -r
~ / ~ ~ 1 1 I `t t 1 ~ t5. /
3 o / ~ 3 ~ / ~ ~ x br /
/ 6 BOAT Onl~h 'L~ , 4 i
~ / STORAGE - j T r 100 = ' ~~C>~
~ ~ XO 0 F ( ? ( I t,P.. N SPACE <t'~. % , 99 - 9~ / Aug
~ ',f F C- ~ 96 _ ~uuuur~
~x / 1
PROPERTY LINE , s ~ 1 ~
. FOLLOWS 570.00 ELEV. ~ q o ~ ~ 40~ / ~ STA. -58.02 ~8~ ~ % . y
T R I ~ ~ ~ CON OU L NE / ~ 8 h/ ~ 0/S- 12.55 R ~ / _ Q q \ : rr / / CB 20 TYPE E ~ (g . Art ' / ~ i - o~ ~ y INVERT= 638.00' 0 ~ I, ~ '
/ ~ I ^ / / x9 Q ~ ~ ~ / STA. -0+38.0 N LA - 11' dso - 6" ~ ~ t:.L, -
WATER LINE ~ ~ + .s 2 ~ / OFFSET= B.85 RT. ~ - ~ - ~9 ~ ! ~ ; ' ~ / GRATE = 642.37' ~ I ~
o i 4 . / x° / INV. OUT= 638.39' cP ~8' ~
100 0 100 200 6 / - , ~ RCP ®1.95 X ~ ~ ~ I iin n ~
- 9 ~ I SCALE: 1 " = 100' ~ oo ~ ~ ~ I 6>~' ~ , 55 1 r i L ~ 4
~ ~ b I 1 o d I i i ~ ~ I ~ i
/ ~ ?3 O ~ 7 54 - - - - , _ O ~ n ~ ! t
/ 10 1 _ z+ _ ' p 1, 2 ~ ~ ~ i i N I
i ~ , x°° ~ ' OPEN >PACE ~ I I I + 1 i
l~ A / ~ I _ ~I I, I SEPTh ~ , - 0+75 ~ I
~ ~ c ~ 1 / ~ ~ ~ ~ FOR CLUBHtauSE , i~ ~ I i,
~ 9 00 , \.J + ~8 li G ~i I i ~ I C~
6 x / ~ / 22 FUTURE ~ i ~ I i h 3 ~ r-- I~ i r~
~ BOATSLIPS ° / ~ ' ~ ~ / ~ ( I I j ~I ~I
11 w 2 2S ) s q ~ ~ ~ 'u; ~ 'uJ U' ~ - 1 I I c.~ n rJ ~ aka CB 1y21 TYPE E ~ o ~ ~ I ; ~ i
/ 0 w,ok ~ ~3 ~ SJ o ~ ~ i I ~ v , U , ~ ~ STA. 7+25.69 I x I P ~ I i Z I _
~ ~ kqo GRATE= 642.21' - `V i ~ ~ ~ i~! _ S3 ~ ~r ~I INV. OUT= 639.19' ~
F \ ti ~ 2) ~ ! J~ ~ I w I I I.fL~CiI il.l 11 C8 X12 YPE E I ,
4 ~ ~ 24 LF N 18" 0 - / ~ _ 2~, / ~ ~ RCP o o.so r. 18" v~ , t t q ~ 1 z j i ~ ' Z i i i. STA. 25r 3.02 iA x~~ ' O ~ i:~ ' U I - i 1 ).50 X
! ! 1 ; a% CB it TYPE E GRATE= e,39.53' , _ ~ ~ ~ ~ I ~ I TYPE E INV. OUT= 634.97' r lrn i Ut'~ I r ; ~„I
S ~ ; ~ / as ~ STA. 25+1J.02 FUTURE ~ - ~ ~ . ~ 26 ~ _ iV / I 1 '~I, ~ I ~i ~ ~ +1J.02 ~ F~ i~ A~ i~ ~ 'w ' 'ail ; w I ~ I SITE ,nNGi_
~ ~ ~ ~ ~ ~ \ ~ GRATE- 639.53' CLUBHOUSE. ~ ~ \ ~ INV. IN= 634.85' 639.53' +0~ 8 00 7+00 6+00 5+OG X~" I ~ i;~ i ~ ~ ~ u~' - t-- - -
q0 ~ ~ \ ~ 14+ / X ~ ~ \ INV. OUT= 634.65' 634.85' ~ I - - ---1 - ~ 634.65 x 7 -r + - ~ ~ ~ I li ~ ~ i
o ~ ; 52 , - - ,
Oq ~ ~ ~ 38 LF N 18" ' ~ ~ ~ i ~ \ CB #23 TYPE E RCP 0 0.59. - _ ~ 0.59. 4`~/ ~ " ~ t ~ I
` ~ ~ \ ~ TA, t3+82.40 7 F 1 ~ ~ Op I, 273 Lf ~ 18" RCP ®0.5~ I I I,
. 25 LF N 30 ATE= 617.70' 8 L 8 qq i ~ ~ ~ ~ . ' \ r< p RCP 0 1.5X _ R 0 5.5 ~.vx • ~ ~ 8 IN IN- 606.42' .~x i ~ RCP 0 1.629 I ~ ~ ~ ~ "I ;
~ PG ti7 a , , k- ~ ~ \ , FES #8 INV. N= 612.91 / + i ~ ' ~
~ 6 } n ' ~ s. f STA 13+96.0 INV. T= 606.32' P t., ~ o (GCB X22 TYPE E I ~ I ~I k ~ STA. 7+25.69 ' ~
b~ \ F 0 rat,. ~ ~ / 0/S= 3L75' R.. 99 L ~ 30 x 1 ~ , _ 19 \-o / \ INVERT= 605.94' RCP 0 1.6X ~ ~ I ~ I - q GRATE= 642.21' - ~ I I ~ i
\ OPE N SPACE ~ ~ VA ~ , ST STA. 9+95.89 _ ~ ~1 ~ ~ ~ I Of FS T= 16.60 RT. INV. IN- 639.08' I ~ ~
SEPTIC ~ \ n / A \ A = 12', dso = OF ~ / ~ 11 ,v v . / \ ` FOR LJT 13 A N V IN INV. OUT= 638.88' S~ ; I ~ I INV, I 634.48' ~ - - , i I
f 1 1 1 ~ 1 ~ ~~E / ~ oo INS ~ fNV. OU 634,26' I ~ I ~ i ~ t
~ ~ ~ ~ ~ ~.c ~tNE ~ ~r~ ~ \ `a ~9 L3 i SEPTIC V\ ~ ~ SEPTIC \ L L1 L2 i{G~ ~ 3 l ~ ~ ~ 49 I ~
' ~ ~ \ FOR LOT 16 i " ~ FOR lOT 15 ~a ~ _ d1 z ~n II ~ ~ I - dTr _ 1 48 SO . ~ i ~ ~ i ~ ~5 , ,
OPEN SPACE ~ 17 h 4p L14 ~,2 ~ 14 OR I! ! ~
OPEN SPACE A~- ` / 33 . 33e~. 20 DRAIN .~t_ EASEMENT ~3'L - - 22 LF N 18" FES 16 . - Alh ~ ~ A' ;:6 cAc_ 6 ~
• 28.08' L30 ~ . ~ t~ ',4.84 L29 - L31....-__ - _ _ 1.2q RCP®1.0%- STA. 12+91.00 ~~1 ~ - "tMENI U7~ ~ I 2+91.00 - _ ~
~ ~ ~ X27 "'3 - SEPTIC \ _ L21 0/S= 27.79' LT. _ - RESERVED \ a INVERT= 608.00' 27.79' LT. LiG~ ~ Q I 1
_ - L23 L22 OPEN SPACE CB X24 TYPE E =608.00' - -------------I I6', duo = - T (n
i L26 STA. 13+82.40 LA 16', duo - 1~ `28g~ / GRATE= 611.70' ~9 V I _
/ ~ ~ ~ , / V. OUT= 613.19' Z O ~ ~8 w,~ i i 68.89' LB F- ~ ~ ~ ( i
-1 4, ~ ~ ; I ~ ~ ~ ~J ~ Q~ t I ~ i
- ~ ~ t 3p FES 9 ~ 29 # ' - y ~ 1 ~ SEPTIC J /
STA. 15+78 6262 t + / I~ 3~ _ m 20 t.F ~ 24" f y p'• ' v FOR LOT 14 o s- 3~.4s' RT. ~ ' - 46 T I / N~
/ CP ~ 0.5~ ' 3l ~ IN RT= 7 7 ' + \ ' P N VE 5 2. 0 CB X25 TYPE G q0 ~ \ s. 0 E SPACE / ~ 1 CONTRACTGR TCI f iEi_i1 ,~ER!F1' ~-(~I ~..;,_,~v , EI.EVATIDN OF
LA = 9', duo = B" ~ ~ STA. 23+50,00 ~ ~8} ~ \ / / ~ XISTING iM~`KUVF~ME.~1TS Wh~~,r.;F, ~f r,7 " ; 1~ '~ti'ORK PR'OR TC
CB X19 TYPE E ~ ~ GRATE- 609.74' ~ ~g+ ~ r • ~ ~ ~ V ~ , / x ~ _ +00 ~ i STA. 2+73.28 INV. OUT- 605.24' 20 ~ \ / / ~ t;OMMENCING NE's', ~ONSTRUC11G~a iP.fR~a~_ 1~If~ iU NC?`i~~Y
~ ~ 250 LF ~ 18" i 200 _ - ~ " \ \ ~P / SEP11C F~' OFFSET 30.35 R.T. x. 2 \ ~ F ENGINEER' I,~MED~~'~TEL~Y ANY DISCREPA" ExiS' F
A = 7 D RCP ®B OaX 23+00 ~ '0 FOR ' i 37 ~ / GR TE 5 6.59 ~ , \ q LO Q ~ T
~ INV. IN= 573. ~ ~ \ X00 _ _ ~ ~ = 1,712 LF N \ ~ k ~ 24 _~7_ ---1--' f_~-_ - - " - 2~ PVC ~ OPEN SPACE / ~J V. 72,80' `t _ =-r=:r"'"-= ~ 2. iNFORMA `1h~N AS COCA ~?ONS AND Ef_E~,'~?'t~NS OF EXISTING ~ ~-n ~ IMPROVEMENTS IS PR VI F E3Y 0TH RS ~ ~
~ - o°j ~ , qp ~ X - (LOT 37) ~ F` / 0 U E
/ x ~ ~ ~ / ~ ~ A 9d, / SEPTIC 3 CONTRAC~~1'LR SHALL DE SU~CI'r RESPONS~R'~. f FOR THE LOCATION
N \ ~ / ~ h°~;~ ~ ~ ~ ` F / FoR I,oT 3o FORCE MAIN ,y x ~,P ~ ,i 1, 1,095 LF \ F R MAIN N T & PROTE C~~!ON OF e x.ISTING At~t?'~E AND FI i ~)W GROUND 'UTILITIES I
v ~ ~ ~ N " r 2 PVC ~ n ~ ~ 266 LF 18 4 ~ - ~i/ r~ S 2~ OPEN SPACE ' % ~ i C F ~J ~ ~ i R P 4 I v LOT 38 \ AND STRUCTURES. ANY AND Al, l MAINS OR iND1V1DUAl. SERVICES 1_ ALI. SEWER FORCE MAINS It? BE SDR1? PVC. RATED AT 200 psI PRESEM! ~ IN SERViC'E WHICH ~~Rk~ DAMAGED D~lf?ING CONSTRUCTION
' ~ ~ ~ 1^t, ~ H Pl. W.TN PUSH ON JOINTS. ~ I ~ I, TAI r. n ~.!~~r~~ ~
' ~ 33 ~ , Ins 1,890 LF ~ ` ' ~ - CB ;y29 TYPE F ' W 2 PVC _ SHAD REPAREC MMEDIA,~,_ ~ i dAl E~XPFNSE TO THE OW"•.FR OR UTIi.iT~" PROVIDES
CB TYPE E p' ~i ~ STA. 0+29.51 ~ p - (LOT 36) 2. ALI. SEW 2. ALL. `EWER FORCE MAINS IiJ HAVE A MINIMUM OF 3' OF COVER
STA. 26 .36 P / OFFSET= 12.74 RT SE Tlt. Fr~QM f I ~ 0' FOR LOT Sts ~ ~ EF?OM f~iN!SHED GRADE. 4. CONTRAC?JR IS TO P~~'~INTAiN UTIUTti Sr~~ J I INI_LLiC~iNC; W'A~iFR (1
GRATE= 597. ~ GRATE= 597.00' ~ ~ ~ ~ `34 - ~ NV IN= 593.30 > ~ 3. AI_L SEW c ~ n ; ,;x T~ SANITAR SEWER, STORM SEWER, NA.TIjR' ;AS ELE:C1~RfC A.rdG rti 3. A~_~ .,EWER ~ „ROE MA~~~., ,s BE R;~ILT ACCORDING T~ ~ ~iE TELEPrtC~'dE AT ALL ~ iMES DURING CONr °L_~' TiON -
INV. IN- 593.76' 'V ~ OPEN SPACt ~ ~ S - ~ I V. OUT= 593.10' / 1 h ~ ° r',F? c; INV. OUT- 593.56' ~ / \ , t~~. v ~`l• ~ All_.. DETAILS ON THE ROADWAY _!:,~-TAIL SHEET
% ~ ~ 'Ut ~~~~0 ~ ~ 22 LF ~ 18" ~ i 53 LF ~ 18" 44 I / ~ ~ a '~A~ Y~ A ~TRr- T ~ ,
i ~ ~ L1o9 _ _ A-~ TR Ti RCP 0 G.50 X RCP 0 0.5`e TR Tl N CONTRA(,~..R IS TO xtt~ LL PARKING ~~F,_ ALl_E ND S ,..E S ADJACENT TO THE SONS?RUCTION SIDE t ~ ~nN AT AI_L MMES D!!R1N;
r ~ r-~_._ ~ ,Z ~ V I 1 p ~8 p'26 TYPE ( ~ , ~ 1. OBTAIN PREL OBTAIN PRELIMINARY GRADING PERMII ArdD x'05? Al SITE.; C~NSTRIi~ilON.
/ 5 26 68.36 3 t <i L'~~ 2. ~ LOT 36 FORCE ~ ~ ~ ? ry~ ~/f GRATE- 597.41' i i ~~_i~ p6~ Z. CLEAR AND Z. CLEAR AND ~:~RUB ONLY AREAS NE.CfSSARr ,N>~Ai. ER051ON OONT?OL MEASURES,
MAIN TO BE 1 42 ~ =~b, ~NV_ OUT= 593. 7' \ o lr, ~ MARKED YELLOW ~ 6. CONTRA~T!;R TO A,U~Il1ST THE EL~~A` GN 1Ht ``'~h~f;`; AND COt-ERS .Y_
13 I ~ /~s' 3. C~}NSTRUCr AT BOTH ENDS S , i \ CONTROLS', 3. CONSTRUCT ALL Tr_MPURARY AND P' PMAN~N; SiORMWA'ER MANAGEMENT AND SEDIMENT OF ALL `.!STING L ~?LITIES WHICH A,RE T,'s REMAIN ANE? qRE TO n I CONTROLS, MATCH ~IiE NEW S~JRROUNDING GRt-Cr.;
AND EVERY 25, A ; i ~ 2 0 - i ~ ~8~~ i~ ~ ~8 U ~ _
~ / -:30,x, ~ 4 L~~ ~ 4 SEED AND M ~ ~ ~1q4 SEDIMENT C+ ~ / ,J ~ ~ 1p . 4 SEED AND MUtCN ALl TEMPORARI' ANI ?ERMANt:N~~ S'ORMWATER MANAGEMENT AN'J - - ALL SIGNS WITHIN TF-E LIMITS Of ~ r`N~~~ :~!'~ON 51-fAL~. PE RE~MOVEU SEDIMENT CONTROLS; i.1-
36 ~ ~ as NEECE_D FoR T11E coNSTRUCTI~;N ANA; <<<~~+cEO a_> sooN As
~ ~ ~..f 1q~,% / 5 CAII FOR W ~ ~ / ~ ~ POSi FiNAI 5 CALL FOR INSPECTII:IN OE DE~dIGES ANC UPON APPROvAt_ OF S~JCH DEVICES, OBTAIN AND POSSIBLE. POST FINAL GRADING PERMIT;
~ 'LOT 38 fORC€ ~ 4 I ^ UO' / CB ~y28 TYPE E ~ , O ~ / fi. PRCCFE WIl , r m n~ ~ If ~ ~1F THE ~ .~~~,T ~I N Q~ `)F'U 1. ~.~~1 1. ~T I{ T~~~ ~,i
STA. 30+91.05 i I// MA1N TO BE ~ ~ ~ , ~ D 6 PROCEED WITH CLEAR,NG, ~RUBBIN(, nn,~, CkAG"~vC TC~ LOMP'~E;E P;J+N t~ S GN v., _ . ~ , ~ RUL O ~ CURRENT NCDOT S?ANDARDS.
~ ~ LINE TABLE FOR OFFSET= 32.48 RT. ° ~ ~ MARKED GREEN PERMANEN 1 7. GRUB REMAIP . _ X / AT BOTH ENDS GRATE- 592,28' o ' ~i ~ , 7_ GRUB REMAINDER OF S~.TE AND BEGIN f<OhG~' GRa,L~iNG ALL SIG~d-AGE INCi_ !';~iNG REGULAT~F~' ~N~; u'~ARNING L~
iNV. OUT= 588.22 ~ ANO EVERY 25' DRAiNGE EASEMENT - 8 UPON COMPt ~f ~ _ .___..,,1.. L84 112.7j- C?ORM DRAM , ,r . r ~ ~ SIGNS WHICH ARE OWNED AND MA ti ~~~,WEE~ THE U 8 UPON COMPLETION Jf .OUCH ,~RAI Itv~ INSTALL UNDERGROUND l,~lU~IES .0 I~aC~ 1~_ A P TU, I T i ~ ~ I,.
/ ~ / 1 ~ ~ ~ LINE TABLE tat is d5 1 oT~e"E_ " ( i 6~-- ' ~ _ L4 ..._4 _._2._ t -'1.85 11.21 J 'S4' , 37 LF 18 M S.ORM 6RAINAGE, CATGH BASINS, .fI~N~ wN BOXES, ~EP~IC rORCE MAIN, PUMpS l~hlD STRUCTURES. NC DO R,_ ~ ~1A N HROI~C t ~ ~ ~ +~If_M~)~_~~IION ANA)
' _ _ RCP ®6.OX ~ ~ ~ ~ LINE LENOTN_ aEnRiNC 2 5 6 _ ry,}~8' ~",L ---1.07 9 INSTALL TEMI Lt 49.26 NB5 3 E 143 _ 15.69 _ yj~ 2'24'1 " _ CONST ~L~CTION PFi~a.;E S. ALL SIL^~:~ 'WI~IC~ NEED Ti:) 8E REMOVED Q; - INSTALL TEMPORARY INLET PROTECnnI~ qr rarCH BASINS. ARE ~3E RE~.~,~ cED IMMEDIAiF'~ >
+ ~ / - - - - ~ - L44 14.11 ~ i '36'54"E _l87 _ i 29.31 N87 1' 'W x ~ 3 _ L2 4b.72 N7i,1304E - - - ----1~.g-- 10. 8EG!N FINISF _ _ L88__.. -.._36_06 N49'29'47"W 10. BEGIN FINISH GRADING AND ROADWAY Ct1NSTRUCTION. -
_L45 _ 2J 85_ , K 2 " ~S~N - p \ ~ ~ ~ i l3 79.32 _ N61'23'0 E 77 ' "3 / f L4 96.78 > l46 20 87 ~ 4'34'55` L89 44 N41'49'07"W / 1. 5~~?;48' __~g _ _ _ 11 _ ALL SEDiMEN ~ F CONIR TOR Ir) ` , ~ UP TFMP~)~ k `~>E C °a~l NT ~:C'NTROL MEASIlRC~S ~ ,
_ _ _ _ ,.548'50 _ L 0 2003_ N7TO6' "W ~ L5 73,80 S82 34 5 E L47 4 28 ~"W- A~. ~ ~ ~ ~~L6 ~ 161.23 N83490 L48 1151.~~i1~4'W L91_ 52.54 N33'S6'S8"W !5 ACHIEVEC 11_ ALL SEDIMENT AND EROSION CONTRn; = f~i REMAIN I~; f'LACL UNTIL FINAL STAB)LITAT~!?N ~ „ ~ , , ~ <f ~I" i5 ACHIEVED, ~ ~ BEFuh~. WORK ~;'-hN1MENCE~. ~~i ~Ry ,~k ,I , Sr,A~. ~ .
Q ~ / / - - - - L92 21.56 1 ' \ LOT 37 FORCE / L7 145.16 570554E L49 _2U-80__x$773 "W_ _ N69 51 !NSPEL~TEU DAISY I;MONDAY THKI nllp,~, 1t~ x~ EaSi~~ SiL1 a iC,N Ali sed',fne?t tOntfO m209Ufe5 ShOi~~ h2 i ~SNeC'.el D± ieGS' .l.e ?Very SeVCC QlendO~ d~its ~ r R ~ ~'ii REM~~~E En(,~ . , I F~OM T~~~:. TRAF~';~
~ L50 3t 74- +SS ' 'S4"W L9J 18.88 7 •55' "W ~ AU 5~ed~,ment for ' L8 43.26 74' 1'4 "W MAIN TO BE ~ - - - FES ~E1O ~ L9 tOJ_62 N7 '0 ' "W a C51- - 10.55 ~ ~~~'~'W 194 25.49_,_ N '}a' 'W after any StOfm ~.ON A ~ l 0. J 7..1 L. after Ony StofRi BVent Of gieote~ than O aches ~f p?'BCip~,tdti4f' dU~iny +~ny 24-pouf p9l~i)d ~ 1 V ~'J M1i ~ 1' T 1
MARKED RED AT _ L5z _ lzsz '45"W E is5 21.35 ~o'14"w All sediment tea STA. 31+11.69 ~ / ~ ~ uo tso.a4 =s8J'49'o "w ~ Ai. sediment features shall be maintained ,~=iii f~ ~a! stob~i~ation ros beer obtained. ~MMF E. E3F~ !~.E CONSTki !T~~ ~ ~ ; ~Mti l NCE ; ,,~v hN ,.-A,' I , _ i MAINZ(=NANCE `~HA!._l_ CONTINUt TNr~: pRC I~' ~ i `,UM'r'LE!If~N. o i i ~3,
80TH ENDS AND _ _ ~ ~ L11 75.41 N 2'34' W L53 6316 p71 '1 "W _ L96 _ 38.92 N '39'0. "W 0/S= 63.24' RT. ~ ~ ~ ~ ! ~ - Asa-_ 12.33 -r 4 ~9~ 57.06 s1 5' 'w StDE;l~zatlon men EVERY 25 ~L12 90.34 NB7' 3 W ~..~.W jtoDilization measures shall be initiated i 5oon os practicable ~n portions of the site where j ' ~ ~t f f'~ T
INVERT= 586.00' " ~ / ~ -L13 75.39_ S61 "W ~~L55 2675,.,, '49`E L96 4t.59 N74'~~W ConstruCtiOn actl _ L56 _2i21 4 1'4 'E L99 43.94 S8 '44' 7"W °onstructlon actwities hove temporarily rn ~~er~nanently ceased, but in no case mole thou ' 4 days ~ i ~ ~0. ~~ON~~RAf;TC)R ~ s~; DRESS EE_D ANE; A~i ARLAS DISTI_IRBEU ~
LA = tt', dso = 6 / L14 49.92 71'1 ' 'W 5 1~ 9 - - - after the Constn / .J L57 38.96 U00 1- J4.10 S ~ L15 72.32 '03: ~~!4~W „ 5 5 3' W _ ~ iess activity .r v f Lib .?2.05 _ N 7 "W 1--- - L102 34. otter the eonstru~t;on activity in that p<<i ~~r of the site has temporarily ar permanent!y~ ceased, ~ ~ ~ i I ~ C) . unless activity u~ that portion of the sde ~~r~-; ~esun~ie within 21 days- 'JUR'Nr~ THE ( N:~`RUCTION FIPaA ,RE ~ Nt~, SEE>>ING & MUt:.HIN6 ~ ! I ~ e.
" ~-c58~ 36.95 31 W _ ltOi 12.73 NJO 59 W SHAL~_ BE 'N A~~CC'RDANCE TO THE. CON'-'A~:~T S~'EGIF!C,ATIONS ' t~ w I "t r;
O i~`'~ ~ Lt7 3697 L59 20.18 1T `E N353851 E RCS~dent,01 SUbdi Lsa 22.02. _ ~to3 _ 1na.44 _ NUJ 1 L18 94.47 N 4'17'4 " _ _ _ _~_in 4 ndividtt0 101 CDi a~ / 3~ ~ _ ~ - _ La04 _126.36 N5T2a' 8' Residential subdNisions require erosron o 'ra; Ieatures for Intrestructo~e as we" as for - r; ~ individual lot construction, Individual r ~e~+„ owners shai follow 'here puns ~7aring ~ _ „ , ~ ~ I P
U9- _ 97.27.__ S4 ' ' 1"W _ L61 6.95 ~ N4$'39 03"E ~ ~ LZO 88.38 X62 19.01 N¢1 ' i" _ L105- 14.71 N • g` IDl ConStructipn lal construction ar proaide an individual pl-~r~ rneek~ny ae~. bon k'Z-3G' ~.~!t~e t ALT. ~irCHLS /~E;r r~iNCI S TH>~': ~=Kt "~C' ~T I_E L} .artt . X,Sr~~~l, ~ .t_ ui
~n _ SST ' 7" - - l2i ~ 259 02 ! S6 1't 'W _ L63 2006 + x;;4'34' "E _,_~i~_ 33.97 N4T19'S7" Stnrmwater MDn ~L22_ 5587,_,_ S 7 ' L64 -1530 ' 1. ' i~W ~,__U07 18.20 N 1'09, H: IC w ~ tgrmwater anagement and .>ediment I7Pq,~ tloc Act regwrements I i r ~1 1 ~1i
~ L23 220. a6 S74' 4' 1Y L85 11.47 .1~4~ 3 W 1108 88.18 48 39 3 W LEGEND _ '!1. i~ LENGI<-' r?'~1~ RAY r+,r~~IIN~ ~ik' ~ w ~ ` -r ~ ~ z n LEGEND ~ ~ ~ i `
~_~Li4 _ .ios:58 s7 r'1 •w F -~iss__- - aa.so_i ~ • . .W uos 7497 H71~, . ~ _ _ - - 4 ~ L110 4&93 N 4'111 " _ L25 - _,21.73 '4 " _._~6 2.95,_-- K1~,~854'W ~-_._@ , i,~. T - AL~i._ .:TORN ~lKh~ty r_ASEME i~l; ~a~?r 'i , ',1N~ E`~'7 N'J~! ~7iEttn'N~SI_. I y ~ ~ O
L2b 43.53 4 Y4 " LGB 17.32 . ~ K° . ' t" Lil?- - -31.57 N ~ PAINT ON v / ~ ~ l27 .....__43.46 uaa~7~.~'F i L69 20.58 iN$5'30'Q3'Wl __U12- 49~t4 _ Sfi1 '4" n !JAW IRC1A ~ POINT ON LWE ,ni~_~(n;C.,~-~ t~
~L28 _ 119-62_ h} g 4 _ 10 29 42 "5149' Ll 13 38.20 _ N22 '35'59'E 4 ALL t xQT!N( ~ ~~WAYS atiL; ~ t M C 1 U ~ HL
L114 60.81 N72 27'1 11.62 N _ N31 5 '14'E 00 QUG IRON L30 L29 21 2201 .55 81 N74' It ~t cn L115 80.55 54 Ty / - " . 72 `47.66 N 9'44'07" OLD IRON pr M~ti~ J(C! " 'AR, C)N`;`k~J 'N OF PROJECT - m
L31 55.04 9' 1.73 38.26 14' ' U16 19.50 1539'08'30' FIR`. HYGI r { FIRE HYDRAN' v T m 00 Cf~~ • r~ -
-L32 255.05 1'1 ' 74 - - 58.30 1'25 21 E L117 20.29 S4i't2' 'W ~ _ k . a NEW CAT( v / f \ _L118 21.x6 L33 15 32.84 3 84.13 _ _ N W A ALL NLL A o- E ~ ~f_ Jr P ~~)T J`„ 1 R~1 DRAIPv 04)'L IS :r 77 ON New CATCH B S P c Fit RAP RA' Ff THE RIP RAG'' !~*'a ON ~NF ERUSi')N COW, f?C`L ~r
i L34 104.5 76 25.02 3 1' __~.---.N '14' L119 54.96 N4T •W ? EXISTING 02 } 1 177 34,69 U20 35.10 S31'52'1 4'W L1 27 34_._ 14 W C) / L35 98.98 417'4 ' _.L EXISTING CATCH BASIN Dl 00 - LEGAL L
/ L11 58.$0 L128 35.08 S47'19'511Y FLARED . 3' W - LJ6 41.05 N"-28'44-F- l-__.L,B 16.23 N70-55'28-E _ L129 16.16 S ~W FLARED END SECTION n. T ~
3*230"E 3'4-5'W v L37._rt 2&20 T 979 35.17 _ p t '1 " L123 48.4E N61 L130 35 33 7 4 W 4 JUNCTION 'VI AUM L38 6.04 N I . 9 L 14.68 1' 4 JUNCTION BOX b, x~ L AVF,MENh4? r~I; N(>> riAi_~ v1I SJ A,d~)ARGS. z~zom u.~x
LAKE r 7 1 - L81 18.48 '06'48"E L124 57,93 17'1 •W U31 100.61 S5473) L39 56.15 _ NOTI '1 ' 57. 7 o - 1132 34,46 i' 1R AL' (A BA~,i^~ `tF ~C.JSr c r ,tiV'L 'JPAWiPJGS. v= Q 5
L40 10.47 N431 'S6' L82 49.79 441'49' 7 L125 43.33 711 ' ' L133 34.98 4 '4 'W - L83_ 27 93 549-047"E -Ll26 42.83 S48 '!33-E

TAX ~ 15-106--x)41--02 ,-CENTERLINE ROAD
1. Provide sift fence and/or other control devices, os nwy be , 1 TERRELL J. & ALBERTA SCOGGINS GRAVEL _ ~ DB 2382 PG 4 77 ENTRANCE ~ ' -
reguirad, to control soil erosion during utility construction. CONSTRUC>-ION SEOUENGE p• All disturbed areas shah be cleaned roded and stabilized 1.-~ ZONED: R-R
' g 1. Clear roadway right of ways. 0 with grossing immediately offer the utility fistolfofion p ~ V _ ~ _
2. Additional control devices may be required during construction, 2. Clear do grub areas for installation of temporary control devices dt temporary grovel entrance. p 'LIMITS OF DISTURBANCE_ , i (TYP.) _ _ _
a • in order to control erosion and/or offsite sedimentation. 3. Construct temporary control devices & temporary gravel entrance. 0 ~
All temporary control devices shall be removed once construction is completed and the site is stabilized. 4 Clear & gruG remaining areas, commence with rough grading. S0
- , TEMPORARY CONSTRUCTION
3. The limit and acres a of disturbed area for this site will be 15.56 acres. 9 5. Begin utility construction. ~7 / - ' ENTRA CE TO BE BUILT ON ,~~""""'~n
4. n-site riot 'ts r uu on-site demolition IandfiN 0 bu Pi eq eon 6. After utility construction is complete, begin final grading for rWdway construction. 1 LOGGI ROAD. NO OTHER ~ ~ i P ,
permit from the Zoning Administrator, Z All sediment & erosion contra! measures ore to remain ih place until final stabilization. DISTU BANCE TO OCCUR. ~ ; : . s ;
5. Any grading beyond the denuded limits shown on the plan TEMPORARY CONSTRUCTION SUCTION ~ SEE TAIL SHEET. . ~ . 7 ~ _ i
is a violation of the City/County Erosion Control Ordinance All sediment control measures shoN be ins tad of leosi once eve seven calendar do s and ~ ENTRANCE TO BE BUILT WHEN and is subject to a fine. ~ ry y IUILT WHEN '~-`~w~ > -
after any storm event of greater than 0.5 inches of precipitation during any 24-hour period. ~ ROADWAY IS COMPLETED TO Ali sediment features shah be mainfoined until final stabilization has been obtained. - .EYED TO ) ~ ;s _ . r
6. Cradiny more than one acre without an approved Erosior 1 a~ ~ 1 Z~0 SUBGRADE, Control Plan is a violation of the Cify/County/State Erosion Contra! Stnbilizafion measures shot! be initroted as soon os practicable i~; portions of the site where ____w
Ordinance and is subject to a fine. construction octivifies have temporarily or permanently ceased, but in no rase more than 14 days SCALE: 1 ° = 1 o
alter the construction ocfivit in that rtion of the site nos fain rant ~ ar ermonentl ceased, Y ~ o Po Y p Y m~ v f ~ ~ !~XISTING LOGGING ROAD
I. Stabduat~on rs the best form of erosion control. Temporary Jniess activity in that portion of the site will resume within ~ 1 days. ?1 24" RCP seeding rs necessary to achieve erosion control on large denuded v INV - 612.82 _ ~ GaB2 ~ ,NOT TO 8E DISTURBED _ r ~
areas and especiolty when specifically required as port of the i ~ I ~ ~ j ~ ~ s ~
construction sequence shown on the plan. All graded slopes NATURE ANU pURP~$E ~ must be Seeded and mulched within 30 days of completion e' 1 z ~1 2 ~O i ~ ~ ~ ~
grading. All remaining areas are tc be seeded and mulched Ibis prOjeCf is t0 tie used for 0 r2Sidenfi0l deve~opment ~ f ,~6' ~ ~ TfAk # 15-106 041-03 ~ ~ ~ Z ~ - ~ I ~ j
within 120 days. the site is f>~ be used as a subdivision with se,~t~c - f- try o ~ ~ p j ~ TERREi E J. & A~~BLRTA SCOGGINS z 530- I i ~ TqX ~ 1 l Of _ 04' -05 ~ ~ ~ DE ~ 084 ~'i; 840 ~ , L, ~ I z .
+ i' r C .anks and we Ovate . B 8, Additions! measures to confro! erosion and sediment may be INV = 612.64 'ti. ~ / ~ _ 1 ~ ~ KAREN S. KENNINGS ` ZONED: R R ~ ~ i ~ ~
required by a representative of the Crty/County Engineering ~ I ~ p ~x I ~,~izl:~~ DB 2.44 PG 8C2 ~i;Q~~ I ~ ~ 1 ~I ~ I
Department and/or Nf,DENR -'~"-vERA-iv-~Iv~S: ~ i ZONED R--R < 1 ~ 1 ° i° i w~ c s . C ~ - ~ ~ ~
ARFA WITHIN LIMITS OF DISTURBANCE SHALL BE CLEARED. GRUBBED, AND STRIPPED OF ANY VEGETATION AND R00T MATERIAL ~ o 9. Contractor shot) be solely responsible far location B protection ~ ~ ~ ~6 9 l: ~ '6~ ~ Z \ ~ _ i
of existing above and below ground utilities and structures. Any ~ THE FILL MATERIAL FOR THE SUBDIVISION SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WEll Q ~ Q 1 ' 1, C7 r,, ~ I Z 17 ~ ~ ~ ~ I - - ~ r IJ C' .L I tai W j Z ~ I _ _ ~ I
and ol! mains or individual services resent) in service which are AS OVERSIZED STONES, ROCI(S, ORGANIC MATERIAL OR O'iHER OBJECTIONABLE MATERIAL. THE SUBDIVISION SHALL ~ 4 RCP / p y COMPACr~~D Y TRA R IN W)TH UIPMENT WHI BEfNf; rONSTRUCTED SPILLWAYS SHOULD NOT BE TCP - 60683 '~~1 i damoge0 during construction shall be repaired immediately of no BE E B VE S G EO LE - ~1 _ ~ ~T ~~.~~L~' ~I l.~' - ~ -
additional ax ense to the unlit ~ owner Anv and all mains c~ CONSTRUCTED THROUGH FILL. SECTIONS. P Y , - - E Sf_ VCE ~ ~ II ~ , ~tAS~MENr ; ~ _ i _ I
individual services not presently in service and which are to be 3 SEGIME.NT SHALL BE REMOVED AND THE TRAP WILL BE RE51i}REI) TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ~ IMIT$ OF ;OISTUR~BANCE r ^t' r ~ n~+ ACCUMULATED TO ONE-HAiF THE DESIGN DEPTH OF 1HE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE eplaced during the course of constru~.+on may be emoved ~ ~ ~ - ~ ~2~ ' 4 ~
AREA IN 5UCH A MANNER THAT IT WILL NOT ERODE. ~ legally disposed of if damaged during construction 580 LF OF TEMPORARY , n ~ ~ ~ ~~.~~,~i I ~Y ~ ~ ~ ~ i aB2
~ THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPWRS MADE A5 NECESSARY QRAINA DITCH r 1 ~ _ r ZIP lG~ I 0 1 SEDIMENT TRAP 1 ~ ~ - ~ ~ ~ ~ L i ~ ~ ~
10. Site Sofi Conditions Are As Follows: a. CONSTRUCTION OPERATION SHAM BE CARRIED OUT IN SUCH A MANNER THAT EROSION ANO WATER P011UTION IS MINIMIZED. ~ (~E DET SHEET Gaston loom-GoE, Type C `sail X ~ ~ I ~ ~ ~ ~ U` ~ ~ / U? Uli(n ~ j i
5 ALL CUT AND FILL SLOPES SHALL BE 2:1 OR RATTER. Gaston Sandy Clay loam-GaD2, lype C Soil ~ ~ O. - (SEE DETAIL SHEET) ~ - ~ - ~ _ , . Q ~ ~ ~ ' - - 1 c ~ ~ , ~ G~ w i.~ '
Gaston Sandy Clay Loom-Go82, Type C Soil iF SEDIMENT BASIN IS IN USE 30 DAYS OR LONGER, EME3ANKMENTS SHOULD BE SEEDED OR OTHERWISE PROPERLY STABILIZED. ~ 240 LF OF TEMPORARY - ~ / ; ~ ~ ' k ~ ` DRAINAGE QtTCH ~ _ _ ~ _ - _ _ _ o ~ ~ ~ ~
Madison Sandy foam-MaE, type B Soil_ 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR iLLUSTRATNE PURPOSES ONLY, ANO MAY BE CONSTRUCTED IN ANY SHAPE `~j , Ga82 Udothents Loam Jd R.A.. , ' pe B >oi!. PROVIDED . HF. MINIMUM STORAGE VOLUME RE9U!REMENT IS ME7 THE BASIN SHOULD ALSO BE ORIENTED SUCH THAI THE t" I Y ~ ~ Y ~ `~I C 9~ ~ _~SEE DETAIL SHEET) - - ~ i w ~ ~ ~ ' - - ~-'i I -
r i i TH _ P SIT ~ . Madison Sandy loom-MaD2, Hype B Soit. FI, ER AND E MAIN FLOW OF WATER AND SEDIMENT ARE. ON ~~P O. E ENDS ON THE LONGER BASIN DIMENSIONS 140 LF ~ 2ND LAYER ~ ~ ~ b~G - t ' ~ ; O , r~ l ' I _ OF _SEDIMENT FENCE ; 1 ~ _ • _
Provided b the United States Department of A ricu)ture Y 9 9 REQUtREU STORAGE IS t800 CUBIC FEET OF STORAGE VOLUME PER DENUDED ACRE. RECOMMENDED STORAGE I~ 1800 CUBIC ~ FEET OF STORAGE PE,R ACRE OF DRAINAGE AREA ~ (SEE. DETAIL SHEET),
?1 Plan proposes Bess than 150 linear feet of creek disturbance- ~i.~ ~ ~ / - ~ ~ ~ _ ~ ~ ~ k ~
?0 WHENEVER T~IPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) 'THE BASIN WIDTH, TC ALLOW FOR ETTLING. HAFr~~_ A ~ SHOULD 8E PROVIDED IN THE BASIN WHERE ?HE LENGTH IS LESS THAN TWICE THE WIDTH. ~Qn X~ / - S£DINE~tT TRAP /2 ' o / "OPEN SPACE - {SEE, DfT~IL'SHEf~ ~ j' ~ , i i, ~
_ t?, Bearings and Distances rrov~ded By. ~ Edward F. Woodward F.i.S. 8(113 CLEANOJT S'AxES SHALL. BE PLACED IN NL SEDIMENT BASINS AT THE LOW POINT IN THE &ASIN. THE STAKES SHALL BF MARKET' ~ . ~ ~ ~ ~ ~ ~0 ~ ~ L SEPTIC A j ~ - ~ - 180 LF 9F-_TEMPORL~Y ~ I
Williams En ineerin ,roc, Rark HiG, South Carolina SHOWING THE HALF FULL, CLEANOUT POINT, Ol THE BASIN. ~ 9 9 _ ' --f f 4 AZ g3 E,~ ORTO 5~ WAGE DITCH 6 I'I I ~ , ~ _4k 14 ~ ~ 0 ~ ~ I
TAx 15--106-086-- ~ SAFES" FENCING 3' HIGH SHOULD BE PLACED AROUND All SEDIMENT BASINS. ~ ~ ; 13 Proposed cal-de ~socs to serve as temporary stock pale iocahons , x r• _ - ~ ,TJN GO!1M~?` LAW ENFORC~M~~- SEE HETA~C-SHEET ( ) ~ ~ ~ ' r - ~ 2ND R ~ ~ ! i
!>~pING ANf;~ iNST,ALtAT10N Gr ALl SEDIMENT TRAPS SHOUL,,~ BE WITHIN ROAD RIGH1 OF WAY WHENEVER PUSSIBEE~ ~ _ . 14 ?base Ions are for the roaa`wa construction o+ Misf; Waters SuGrns,i,r SEDIMENT TRAPS GO1NC GUTSIDE OF THE RIGHT-OF-WAY WILL NOT CROSS THE LOT SETBACK LINES. ._8L6 ~G 412 ~ - 59~~ S~ ~ ~o ~ , ~ _ ~ , - OF SEDIMENT FSNCE'~ MaD2 ~
p y MB 34 PG 5 _ a. i • 8+ D T .SHEET . , _ i - - -
.5 Alt homeowner; shall agree to sobmt a :ot plan ana rR0 wdh lee ZONED R-R prior to disturbing more than une acre. ~ _ _ ~ ~ , k0 A ~ ~ r-
'tom`. , _ \ I - ~,1 \ ~ i ~ ~ ~ i ~ ~ j
'S. Ail perrnaoe~t drainage ditch lining to be SC~50 N'ortn Amencar, Green. LE N ~ v - GE D ; ~ M p - _ ~ ~ ii ~ - - ~ - ~C ~ ~ ~ ~ ~
a2 POINT ON LINE ~ r. - I _ I ~ - ~ 1~ ~ ~ ~ , ~ I
PR~I~~,!~rR~' I N _PHASE o NEW IRON (5/H" Rebar) ~ ~ ~ - oi.__ -~E TRAP ~3 ~ ' ~ ! i , i _ m I j~~,, I
Request pre-const~uctior. ronference with NCDENR Patrick Grogo .i 't14' r5'-?699. • OL IR N ~ ~ ~ ~ o o InstaN stone construct=on entrance and erasmn dev.~ces necessary 'or ,,+',e grading, y y ~ ' . ! ' ~ l i ~ /r ~ ~ ~ ~ j
per Inspector FIRE NYDRAt~T ~ ~ ~ Sj ~ S ~ _ _ ~ Q~~ ~ I
lnfaro NCGENB .~spettar of completion c!f dev~ce ~^staClatio~. and ea,~s- „ Ir~suect~nr SEDIMENT TRAP /26 r ~ iF, ~ NEW CATCH BASIN 3 o. ~omplionce w., standards. ~ IEEE DETAIL MEET) ~ i 0 T3 , ;n ~ ` ~ ~ , x--20' DRAINAGE CASEMENT n
Recewe grading permit from NCDENR insD~aor [7 EXISTING CATCH BASIN ~ - ~ - r TO FOLLOW C L OF EXISTING ~ i
RfNG AN~_ GRABBING F~HASE FLARED ENT} SECTICF~ ~ ; ~ '1 i r~ v CREEK w I ~ ~ :+a- ~ _ Q I I i 1
Be in eleari and radio operohons V ~ ~ g ~ g g o JUNCTION BOx ~ ~ ''k_.. / 1 ~ - _ i ~ ~ ~ ~ ' ' ~ ~ ~ 31 LF OF RETAINING WALL - - 20 LF TEMPAR
` ~ „ ~ , ,
. (P I~Lh~t''L~_ h't~ASE WE' WETLANDS AREA A ~ - GaE
Receive approwai foe improvement construction- 0.6 Begin storm drainage and other in/rastructure construction. aa~ ACRES '.:r,~'~ ~ - - -
Complete site construction and stabilize site OU15bE PROPERTY ~ - - - ~ SEDM~INT TRAP ~!4 ~ 3&~ t,E ~`-~E ATf7 ~ ($EE DETAIL SHEET} ~ :x~~
r: INAL INSPECT ON PHASE / ~ ' _
Remove temporary Irosian control deices and s'ebifze hose ~orobci~~ i - - - i ~ 60 - ~
Regxst pre-final inspection (or punch iist~ ~tems ~ ~ ~ Request final nspection from NCDENR inspector. - _ Sate approved hand released ar NCDENA certificate of ocwpancy ~ n: - -;a.~ed ~ ~ _ - i
9 i ` _ ~ 1 / t 3 LF OF TEMPORARY ` / 1,
PROPERTY LINE _ i ~ i j,. ~ AINAGE DITCH ~ ~ _ ~ -
WATER LINE FOLLOWS 570.00 ELEV. _ ~ ~ ~ + (SEE DETAIL SHEET) - _ ~ ~ ,
' CONTOUR LINE ~ - _ ~ CREEK ' _ _ _ ~ _ ~
..,~r ~ _ _ - - ~ _
, ~ ~ - F h TU R E - / ~
80ATSLIPS / ~ - ~ ~ _ t_t I .fir 1 f'1( , - ~ - j~• ~ - ~ 0 ~~.D N ~ ~ ~ 37 1E OF RETAINING WALL - 1
~"t!' L.Kti', ~YC.!V ,.,I'ar rY ~ Ila .l i ~l /r - _ / i~ ~ r` ~ V'~' E~DET
~ ~ - ~ _ - _ i ~ - is f ` _ ~ ~ ~ ~ o GaB2 } _i ~ - ~ ~ ~ - 6, ~ ,
, _ , ~_~~t,t ~ ~ ~ ~ ' ~ ~ ~ / 4 ~ A i _ ` - I 0
. - ~ _ ; ~ `x,\ ~ 1 LF ~ 2ND LAYER i ~ ~A r T _ ~ ~ ,i i I - _ -
. , , ~ - ~ ~ , ~ x ~ ( ) ~ ~ ~ ~ ~ ~V~ ~ ~ SEE ETAIL SHEET ~ ~ x ~
l C FU-ruRE - / r i _ - - _ 1 _ \ 47 LF OF RETAINING WALL • ,6 OF EMPO~A1?~_ ,Y - ~ j , 2~, ~ ,
,..tiE. u ~E ~ERGENCY SPIL WAY ^t- - --1~ R OIT ~ ~ - ~ ~ ~ i ~ , ~ ~
- ` ` ~ SEE DETAIL SHE T ~ t / ~ ~ ( TAI >30 LF tom' ~ ) ( tall EE Tye ~ _ ~ , ~ ~ ~ - - ~ _ ~ ~
i~ i3 ~t r ~rIIF~~)t~~i- `fit ~L}iMT_~~~ r ,It`d CMP 0 .75x X _ , I~ i ~ i I~ , C ~ ~ „ ~ ,l 1 r l 1 ~ ~ ~ _ _ r'v ~ _ ~ ~ j ~ `'U' DRAINAGE EASE ENT ~ ~ _ /t , ~~1. 6W C L OF ISTING I
INV. ! 57 0"O ~ , ~ ' , ~ ~ ; . _ ~ i Iy.V' OUT 573.0'- ~ ~ ~ ~ / _ , ~ ,I ~ ~ l' p ~ t i
NORTH AMERICAN / ~ , ~ / ~ ? ~ I ~ ~
GREEN LINER CT 25 TO /SEDIMEN BASIN A ~ - ~ f ~ ~ ~ ~ i + i TOP EL.=580.25 • ~ ~ ~ j ~ ~ ~ i r i BE USED IN THE SEND ~ t ~ ~ ~ ~ I ~ / _ - - _ ~ , "
80TT EL. 576.00 _ PORARY IkH ~ ~ ~ ~ i r OE PD3 (HATCHEGj / ~ ,a I I l GI ~ - . - - - _ \ ~ r 8~
~ ~ , E DE all SHEET 0 A~ LL ASIt~, A ~ t ~k~ ~ i O WETLANDS AREA B ~ ~ ~ ~ ~ p i l i ~ i` ~ - ~ -
0.05 ACRES i ~ I~ DEMOLISHE) ~ ~ o ar~~ GaE OUTSIDE PROPERTY ~ ; a ' ~ \ w ~ j _ X1,2 LF 0~ @~' ~,;x ~ \ STORI4GE ~ - - ;7
J 150 lF OF GRASS ~ _ T TE ORA / >
u LINED WITH SC150 • ~ ~ ~i>< _ f.~tl 1+ 0 DRAINAG DIT j , ~ ' LF 'TEMPORARY -SEDIMENT TRAP /5 ~ ~ X'~ ~ NAOE TCH (SEE DETAIL SHEET) - E DE AIL EET ~ =
LINER PERMANENT- / COQ--. 1 00 ~ ~ \ \ --.r- DRAINAGE DITCH (PD3) ~ ~ _ ~ ~ ~ ` ~ A ~ ~ ~ ~ ~ j ~ Y ~ ~ D~~TAIL sNr4E GaE Ax # , ~ - ~ o~ , : }
SEE DETAIL SHEET ~ ~ ~ - ~ , ~ \ \ ~ I i , - ~ ~ ~ ~?pEN ~p CE DAME ~ A.LEXANDER HA(~FRrY & ~jl"}~ER`:= ~ ~ ~ a ~ 1 - 1 i t ~ i i ~ - \ ~ DB 1144 PC, 6 ~0
180 4F 2aD, LA - \ \ \ _ ~ _ OF D~MEN~ EENC , .,y,~ ~ ~
( ~ D~TA~ILi SHEETS ~ ~ _ I i ~ ~ . ~ ~ ~ •_v / ~ ~~p 0' if ,OF 1`EM ORARY ~ ~ 'ONE.D. a -R , ~ ~ ~ , ~ ~ RYU A TCH
_ WETLANDS AREA C ~ ~ ~ ~ ~ ~ ~ ~ d50 L~ OF MPORARY ~ ~ A \ \ (SEE DETA?l S1i~E~"~} ~ ~ ~ \ ~ A~ \ I ` ~ - :DRAINAGE TCH - , A ~ • {'h ' ,
T _ ~ , L TS SIR N ~ ~ ~ ~ 0.09 ACRES ; ~ ~ ~R~ s~~CE ~ >r TYP.) ~ \ ~ ` ~ ~ ~V' ~ ~ , - ~ ~ \(SEFI DEUUL r,~ET) ~ ~ Q
_ ~ - - ~ V ~ OUTSIDE PROPERTY ~ . ~ ~ r ~ _ ~ I , ~ . ~ , _ \ ~ ~ ~ 6 ~ ~ ~I~ _ - ~ ~ ~ ~ I ~ ` 1 \ \ ~ ~ I_ - • ~
C~ , - fiQR L~T~ ~ ~ . t N ~ N ~ ~ v ~ \ \ ~ f~~J+ ;.t ~ ~ 1 ~ b, ~ ~ ~ 1 ~ ~
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OUTSIDE PROPERTY CT-4 r
~ Jy; -7771
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~ ~ - ~
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i / ~ / • ~ / PROPERTY LINE ~ST ~ ~ + 6~0 _ ~ A ~ . 1-- _ ~ r~ rY~
/ i ~ / ~ i FOLLOWS X70.00 ELEV. i, / / / ~ ~ / ~ - ~ 'p;4
~ ; ~ ~ ~ / ~ ~ / - A1EA-~' D ~ ~ ~ ' ~'.~.qy,~i: _
/ CO OUR LINE , ; ~ , ~ se._ i; ~ ~ / A _ ~~h~ ~ ~ DkAINAGE'DITCH Pf~B N • ~ , ' ~ .w ~ ~ ~ ~ ~ ~ / ~ ) 630 ) ;y
/ i ~ ~ / - WATER LINE i ~ ~ ~ \ V ~ ~ SECDET SET _ ~ ~ ~ ~ ~ ~ ~r' ~ A ( ~ 54' ~
~ , 1
/ . ~ . ~ r~ a I ~ , \ ~ E'Q~TAA. SHEET) _ , 1 ~ i ~ i LIMITS QF I~TURBAN ,<< ~ ~ / ' / ~ 1 l rrui ~ ~
100 ~ ~ ' / 0 100 200 / 2 - i
` _ i i l„= ~ - ~ o I ~ ~ ~ - / '7` ~ i' ~ ~ ~ i
SCALE. 100 / - ~ f , i~ ~ , ~ I I - s` , / ~ ~ ~ d \ ~v ~ ~ ~ ~ _ _ T ~
~ ~ ~ / I r~ i ~ ~ ~ _ / \ i ~ I ~ i O + ~ ~ - ~ ~ I ~ ~
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r-- ~ ~ ~ ~ ; A ._-1- ~ ~ s, ~ ~ ~ t~ ~ ~ \ v 2 ~ v f 1 ~ ~ ~ v ~ i
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p-- ~ - ~ FUTURE ~ 2~ ~ ~0 _ ~tAINAGE~T~ ~ - _j _ 1 T~ - a - - - ~ ~ \ r _
CLUBHOUSE : i ~ ~ - ~ ~ T l SNE~7) G i ~ I \ \ i
:A j ~ ~ ~ ~ \ 300 LF QF SS, - _ E~T AP _ _ J
~ / - , ~ - ~ ~ ~ LiNE6 MATH ~ T L SHEE ~ ~ A ~ I it i
~ ~ ~ ~ ~ ~DRt11~f11Gf DFT ~ ~ ~ _ ~ J ~ 82 lF POR Y ~ A z ~ r A ~ ~ , ( j 1 t ~ Q ~ \ ~ I°' i ~ DR INA ~ ~ ~ ~ I
i ~L , E w A ~ A 1 ~ i ,o ~ I ~ i ~ _ ~ ~
G P / ~ ~ - ~ i 1 I - . Caa 6~' 2," ~ ~ I ~ 6 ~ ~ , , ~ I ~ - rn SEDIME ~AP \ ~ ~ i
~ ~ ~ SPACE \ 61 \ ~ ~ \ / \ \ - ~ ~ ~ SEE DETNI j ~ ~ ~ ~ 'I ~I I s _ ~ \ 1 ~ I ,
WE'MI~S AREA ; ~ ~ ¶ \ \ ~ ~ - J) / ~ ` -
0.05 ACRES ~ _ _ SEP sr - \ \ _ \ \ _ / ~ ~ ~ , ~ ~ - ~ A __EDR k8fi 1 \ 290C~OF~>9~S \ ~ ~ _ ~ A, ~ . ~ - ~ V , - I ~ ~ ~ AIN7tGE \ ~ ~ ~ I ~ ~ / I , I
OUTS~E PROPERTY 1 ~ - ~ ~ ~ WEILANOS AREA C 50Q LF OF GRASS = ~ ~ ~ ~ . - ~ / ~ ~ ~ DEfiML ~ - - ~ ~ ~ I ~ ~ ' ~ ~
0.0~ ACRES ~ 16 , L1NE'D S6i54 _ --ea€~ sP~cE ~ ~ _ ~ s~Pn~-- - / tc SE9l~£w T_ AP 7 ~ - ~
OUTSiOE PROPERTY ~ _ fPTiC _ SF~nC ~ LINER . JG~tE#T- y - ~ 06I __.-~1~-~ - t~ ~ ~ _ bETAII ~ S~IEE~~`~ ~ ~ _ -Z30 tf-_OF-IEIIPORARY ~ ~ ~ v . r ~ ~ '
\bRA1N GE DITE}i~ ~ ~ - _ ~ ~ . _ ohE~t~gOE SHEET)- OPEFI P ~ V A GE DITCH" ~ ~ , A I
. \ ~ -24~ DRtdNAGE FASHdENi- ~ l- ~ ~ / ~ ~ _ - - ti ~ _~RAiNgGE ( DETA~ Sf1EET) ~ ~ ~ ~ 1 ~ \ _ EA ~ ~ /
- ~ ~ , ~ - _y- ~ Ul ~ I i ~ \ _ ~ - - ~ b i ~ ~
PD ~ _ _ - ~ _ / u TH sc15o ~ - - _.~sa~:f of ~ Ic _ _ - -1 t-; I 1 I
- - ER PERMANENT ~ ~
DRAINAGE D PD5 ~ r / _ _ Q. ` ~ ~ - DETAIL SHEET % / _ ~E ~ ~ I
SEED Il SHEE ~ - / / / ~ ~ o ` 480 LF OF TEMPORARY ~ (SEE.. I t;T) ° / ~ DRAINAGE. DI 0 ~ ~ / ~ - ~ ~ DRAINAGE DITCH' / 6~ _ _ / ~ ~ / ' - f w ~ i ~ 1, / I Q~
SEDIMENL_TRAP_ X10_.. -r, _ ; _ ~~.1 ~ / S~ DETAIL SHEET (SEErD~L SHt;ETJ' / ~ ~ ' _ _ P ~
) 250 LF OF MPO~tAI~' r-~' ~ / / ~ ~ ~ i _ _ . ~ / M / / EN PACE A ~ / / ~ - ' I ~ k_RE CONSTRUCTION PHASE ~ ~ a
160 LF N 2ND A R WAGE TCH ~ r / / / f / L ~ SEE DE IL SHEf~} ~ ~ ~ / / / / / ` SEPTIC ~equest pre-construction conference w~,n NGDENR -Patrick Cr of 104 663-1699- ~ ~ o9an ~ ) insfotl stone construction entrance and erosion dev;CBS necessary for plwse of grading, r
OF SEDIMENT FENCE _ ~ / / / 14 + ~ ~ / - N . ~ 6 / / k s' FRLOTI4~/ SEE "OETAIC SHEET ~ ~ ~ / m / / ~ \ pPr inspector
~ Inform NGDENR inspector of completion of device installation and request on inspection - for compliance with standards.
Receive grading permit from NGDENR inspector r.~ ,
_ F CLEARING ANO GRUBBING PHASE
/ - _ _ S IC ~ / i / / ~ - ` c TqX `~-?09-00~ i-t # 9egir, clearing ono grading operations- ~ ~AKEVIEW FARMS, INC. 1 x-'~ ~n; u
2 - ~ ~ o ~ ~ ~~B <59 PG 439
r 335 LF MPO~ARY o~ - ~ ~ ~0 ~ SE61ME>+4T ~ A SITE IMPROVEMENTS PHASE R_ R Z~; Receive approval for improvement construction. ~-t
0~ ~ ~x. ~ ,r , ~ ORAINAGf DI v~~ ~ ~ ~ i LIMITS OF DIS _ A, ~ ~\y OPEN- ~W+eE / x i ~~SET E6T~_ ~ ~ ~ X _ - ~ ~ Begin storm drainage and other infrastructure construction. ~ < i
(SEE oETAiL sH ,r) - " / ~ ~ (TYP.) , _ ~ II .r- ~ - / i r / 'C~ ~ EPIC ~ l \ Complete site construction and stabilize site. j
~ 4 ~ ~ ~ ~ ~ - - ///j r~-~i - ~ ~FOl4 LOI- 36 - ra / . ~ ~ . - ,G ~ ~ ~ _ / ~ ~ \ ~ / ~ / , ~ / , v ~ v rt PAS NAL INSPECTION N E
i ~ ~ t ~ i ~ ~ A i ~ ~ / / ~ ~ ' - / ~ 'OPEN SPACE ~ ~ / Remove temporary erosion control devices and stabilize those loco5ons ~ ~ i. t Provide silt fey e ond.!or ather ~.ontrol devices, as may be Request pre-final inspection for 'punch list' items.
~ Q requ~irea ~:~nfrol soil eroson during utility construction. Request fnol insper,6on .`ram NGDENR mspe.h~r
~ ~ i ~n ~ / / _ i ~ - All disfw e ' ~rreas shod be cleaned, yroded and stabiLzed Site approved bond reieosed or NGDENR cernf;cate of occupancy hold removed. , ~ ~r r with grus,~~:,, mediotely after the uf~lr,y nstolabon .
(~U ~ ~ o ~ I i ~ ~ , ~ _ - ' - ~ FOR LOT ~8 ~ = ~ ,
~ ' i \ / 2- Addit;ort;~ c .r.~r devices may be required during construction, - I'
R14N D ~ ~ / ~ ~ 1~ ~ j ~ r ~ ~ (SEE ETAI EE) ~ ~ ~ ~ ~ ,~A\ : ~ 6 CON TRUCTIOrv' SE~UENCf r ~r;s~ ~c ,~ontrol erosion ar~~'or otfsite sedimenfatia~ A!: ternpcrrry . antral devices shall be removed once
1 / i~ l ~ ~ t ~ - / / ~ ~ 1 Char roadway ri hf a! ways. ;Uuc'-~-~ s completed and the site is stobiGted Y ~ ~
- ~ ~ /o ' ~ . 3 ~ , ~ ~ - ~o ~ 4 , 2. Clear ~ ruD acres (vr irstellotion of tem orar :ontra+ devices & 'em ono rove! r?Lonce i rhr aereage rt distarbe(t urea fnr this s~tF wd~ be '5.56 acres ~ 9 A y P ry9
a i~ ~ ~ . ~ r - . 1 ~ V 1 j ~ ~ ~ / 3 Construct temporary ~r~~troi aev~ces & temporary grcve~ entrance. ~ s(e ~eyuire an ~,n-site r'r volition ~ondr~l!
" ~ ~"J , 3 LF M ARC,/ ~ ~ ~ / ~ ~ ~ ~ ~ err.,,; ' or~ , , ion~ng Admnr,sfratrr 4, Clear dr grub remaining areas, commence with rough grading _
AINAGE ITC ~ ~ - ~ .~i Any gF:]d~ vdrd the t?en ~Jdea IimrtS ShUWC~ Jr! the plan' _
TAX # 5 09-- 001 SEE PET l T) ~ ~ , ~ ~ ~ - - _ 5 Begin utdr~y ~rnstrur!,r>r t ! rr Er r ~ n ,p . the ,tyfCpu ,y osinn tr~nLa ;Jrd~ imr.
3 ~ 8 ; ; ~ ! / ~AKEVIEW FARMS, iNC. ? ~ ~ - ~ . / - DB 532 P , 1 . ~ _ S, ~ RM IN < ~ ,r, ~ nine ~ 6. After utliity uonstruction is complete, begin final grading Tor roadway construction- ~ ~ G 3? 6 (r
- i ; ~ ma'r' ~ / ONED R-R ~?-R 7 Al! sediment dr erosion control measures are to remain in puce -Until r~nai stobi5zohon ^ ~7di~'q ~ 'ha^ one acre without an approved Erosion
r.n ~ ~l ' ~ ~ , ~-5ga l r _ . v ~ ~ ~ ' pr(ro! 'ran ~ a violation of the City/County, 5tote Erosion Cariroi ~ ~r. ~~rdr,once :!^d s subject tr> e fine-
' ~ 1 ~ ~ / ~ _ s~ ~ ~ / DIME T !fR ~ V ~ ` f~~` ' x ~ All sediment contra! measures shalt be inspected of least once every seven calendar lays and -
i % SEE 0 All EET}~ ~ after any storm event ;if greater than 05 inches at precipitation du=~ng any 24 hov ?e!od 7. _ta deaf ~ roe 5e f +orm ;i- ervsran e ntroi 'er~~wror; ! b s ~ S 0 J Ail sediment (ectwes shoo be maintained until (inai stobilizatioc hrr, beery obtained- seedmq e_essor to aehieve eroson :~oaboi err e dt~n,,ded ~
i ~ ,3 ~ / Y 9
y ~ f ~ ~ ' 7 ~ ~ - _ CREEK AREA J' d , - .1 _ - 0.22 ACRES TOTAL ~ Stabilization measures shod be initiated as soon as proctirab'e ~ uort~ens of the site whe~r .~~ns "rrially when spe~if~cofiy required r~, parr of the ~ CunStraCtlan OCtwitles have ieO}i~pranly 0! pernlanent(y Ceased, ~ n.G i"a5P morB :,'7Ci!r ~4 QayS .•S''ui'`~ SE;JuBn~f S~'Own On ih8 plan. QII grr ~r s`Or HS
I ~ . 0.17 AC. OUTSipE PROPERTY i 0. A.IN 05 C SIDE PROPERTY after the construction ar.trvity in that portion c! the site has to^~l>orardy ar permane rersed ,st `e ..>~E-feu and r,:~r't;lied within 3L~ days of :ample!-v~~ n'
~ / _ i.'n18SS OCttVlty ~n thrlt pOrtiOn tfie Sife W~li reSU!11e W thiG d0y5 ~ '~i1;n,~. 'F^'JiOiriy areUS ~Jre be geeaed and ~r _rirh~;+ NatUrl E <
i - - 1- r~, ~ \ i i ( ~ 1_
8 ; - AX # 5 109 _ ~.4 ~ LAKEVIEW FARM, "vC. .'NATURE RNLI PURPOSE F >i i':r~or~r; .res to ~~ontrol erosiar, trod sedimer' u)r hie NUJ rr',. y ~N~ reseo'ar ve of the Criv ~'ount~ Fn needs.
ORARY ; ' - D8 259 PG 4.~~ ~ / This pro~ecf to be used fir a residenticf develop,nent. ~ " ~ ~ y q' ? h nc ,r;r• ileta7rfrr~Prt ','or NGDENR ?he site ~s ~r, ~Je ±,sed a suhdw!s~on with se~~. ~ ~ ; _ ?
`1 . ~ GE DI _ - ~ - ~ ~ ZONE[): R - R 20 ~ (,SEE D T ET} tanks and we'~ wate° ` ~ .4 cr~?rtrcfor ~ be ,oleiy respons~pie fc:r iocatror 3~ p~rater6~;r, ~
J ~ I ~ /,i o' Pxisb; q ^`1~~e and below ground utilities and stnuetures. Any '~J"1
~ ~ ~ / / / t L bF 6R'' J / ~ ~ ~F~ 21up ~ ~ GENERAL NCII~S; my c. - ~u~~, c,r individual services presentry in service which are
r / i LIN p T1i i ~ 0 'S~ yf,N`T E darnaga± 1,,<.cv ~ansfr~iction shall be repaired ~mmeda~ety of oo ? AREA WITHIPI L,MiiC pF GISIURBANCF SHAM 9E t ~FARFD, ~Ri58ETi, AND SiRIPUED vF AN`' v'EGF?4rON ~Nir ~C)0 B.~i>Uim ~ ~ ~ P ~~a+;p„,~ t ,.,.r tG +he ~ti6ty owner Any and pl+ marnc ter - ! 1 ~f
/ ~ WETIJU~IDS AR~1l E' LINE~t ERM ~ ~ ~ ~Til~1~:~ EST)-~ ~ 0.31 A i 2 THE FILL MAATER~AL f-OR rHE CUBGI'viS~C,N ~hAL'~ HE FRtE OF >luO!5 JR ~l'}IEk N~`~~;~~ v~„EiA;GN A~5 WF~L r,.~i~.~ ~f .~.~s no; presently ;n service and wh~cr ore to be ~ :Y ~ I ~ ~ ~a
DR fN bIT ' (~PD4 ~ / ~ (S Ei ETAS., EEC ' _ ~ ~ TY AS OVERSIZED `iTGNE5, ROI,KS, ORGANf ~a;ER?AL Oi? OTE+kF'ifl,7E.CilONABLE MA`rutA~ ;~iE `,~HC~~w.~JN ;~,At: app-'er1 v.~ ;the .wise of °onSfruction may be r ~Wwed aria ~ O i r c ? n t " ~ ~ C7' ~ BE COMRAG~~C BY TRAVER„dNG WITH EOU,tMEN rYti.E E3Ei^J: -d~NST~t„Ciev SP,~1~b s '~h .,.C NOc csE r.t<<:+y ,l.,r~ Y~ o. ~f damoyed durrry oor?,tru^tioa ' T i i t
L.- ~ ,v CONSTRt,C FD ''HROUGH FILL SECTIONS ` ' ~ , ~
~ i LEGEND ~ - ~ ~ _ - l ~ TEMPQRARY INi_E1 PROTEC~I~ON i I ~ <.Lz 3. SEDIMEN' ;IIAIi BE kEMUVEO ANC i~it TRAP W!iL BE R[`i ~4tD T~ ~1Ri;'hJA~ .-MME^iSl1~~ WN".!: SCL11Mf"+' ~'N ,-ors ArF As'o~!owS:
Sri / ~ G POINT CN LINE / ACCUMI!tA !i 7NE-HALF THEvE.S~liN DE~"~! yr ''it TRAr RE~1~ ur ~ SEDiMt'v ~+AL' Ear ~Ef'r~ r'; 'N __,'.,yii ,~;sfC~• ~ r ~~;f., ay(ie C ,o~~ AREA iN S r~ !BANNER THAI iT P1!l: Nn? ERODE ~.is` ~ x ; 'ay i 'um GoDl, f pe C; Sol! ~ r+! ~ r} t}
cii ~ 1 / ;i NEW iRON 5 B" Rebar~ n, ~ TD-~? ~FMP,~RAR ui~ERS~(~N DIKE _ 4 THE TRAP ~~ALL t3f :NSPFI 1 A•~LR EAtti RAW ANt) ~`?Fr iR!=~ MAG~F r•~. NE.;E~:»A>~+- ,,~,Y~• "Qv .oam-GaAC, `ype SoJ r c
' i / o~D ~r?oN ~1~'.e~ r c~i u - r ,i r;., .Oa(n -MaE, Tr0? ~ iail_ !i - 5 CONSTRUt., OPERATION ~nALL t3E ;ARRIF:D UUi .N .,~,G. A hiANnrER itiA, EN~ ~ r~v rdvC rY~ _R:~„ ~~h.)N M,N~tititn
~ / t}- FIDE FIroRANT pD._.~. FERMANE~vT DIVERSION Kt u~foir~Bets Urf~~iA' 'ypE B Soil, u~ ~ n 6 At.t CJT ~~'v FIT.`. SUJpES SHAD- BE . ' `.?R rIA'~ER Ma~-s~r~ ;gin ~oarr Ma~)~, ~vpe B Sod. <I
ro ~ • NEW CaICH BASIN . r ~ i iS (1 i Ys F i~ ~ c u ,T~ y~ r r ~ , r vr,e.t, iin frd ''ates De ir7rtme+t :r A rr. ~",;rr' r ~ ? ~ i Ci Z I. ~E.DIAtEN~ BASH .N USE 3_ JA ON IONGEf7, EMBANKIB_N ~HOtiLC B'r ~rtDFi. J. G +.EFW ,t f RJE Er~i ~-Nti_'i'Ci~ ~ ~ F ~ _9 ,~j ; . I i i
r~ ~ ExISrING carcH Bas~N X S!I_J FENCE 8 STORAGE AREA SHOWN AS RCCTANGOt,AR FpR ~LiU$TRA;{af PURFOSt 5 ONES, NL 41Ar BE (1N 7Rl 'El- !N Ala° ANA
PROVIDED «Hf MINiAIUM ST(1kAGf vOI ~OIsIRFMFNi I'i 6Afl ?Hl- HAC1N :H.7. A?~:G a4 ,.R#R F u`H 'H41 ~~ii IU El ~~°'i _ ~:'tiS than' I~J linear feet Gf C~BeM d5t„~bUt~ce
FLARED END SECTION FILTER ANU THE MAIN FLOW OF WATER AND SEDIMEN' ARE ~)N OPPOSITE END; ON 14I 'CONGER BASIN DIMENSIONS
a n JUNCTION aox X DOjBi_. SILT FENCt. n dPr)r .s'unCP- d y REQ:jfRf 6At E ~ 300 E~It; ;Jr ! { PRAGL VOC MF PER t ENJr i)EC, Nl kt ~7k SC.~MMf N;,f i'~ I ,RA-i „ ' P,ov4ed Py 8!4 - 7w •M1,:-BHP. ~~T~ ~~¢•.?x
IEEE OF _i~)kA,E ".P ACRE ;)F DRAINAGE. AREA. r
r, TEMPORARY CHECK DAM D WHENEvER 0c'1GR.APHy AL OWS, THt I' BASIN ENCI W SHOUtL BE WIC[ '1E `3A N W.)'r . T,t; a ,W ,2~;' `>E "_NC !A" e ~Crs e servF !s ~Pmpa ..y st~a ,ilr 7;~C'a%s c vn SHOULD 9E f?RUVIDEO IN 'HF BASIN WNFRF 'HE '_ENGTN 5 ,~SS THA". `WILE iN; V U'I< f
T . LEANOU1 ,.tK E S SHALL RE AC ! 'N A ; SEi, DIMEN` 5AC N, A '-i c, yp r ~ ~ i ASI KF' A 6 N r, _ - t „i - t_ E ~.w s .Nt 4
4 - IEMPORARY SEDIMENT BASIN SHOWING 714E HA, I ' Ut L, C(EANOt T POINT, OF THE BASIN
SAf E Y !EN 7 (o s )bc-,;I a -rr p a''i ;~^r F' r Il r`e,6 40 i:INb HIGH `iHOu, c HE PLACED AROUND ALL SEDiMEN1 BASIN': ,~-,,?ra ;ne jcrP c .y
rt 2 L_ 3. GRADING AND INSTALLATION OF ALL S[DIMENI TRANS SHOOLD BE WITHIN WOAD Ri(A1f 01- WAY Mii NCrtR O'SIfILE ditch i,rinIp he SEDIMENT TRAPS GOING OU',IDE OF ThE RiGHi-Of =WAv WLi- NCT CRU_~S tHE L~' SE?N4GK NET, y' 9
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, ~k ~ ~ = OF A K LEV:- 5 l ~ ~ ~ ~ 1~K LEV.- 57 - - % ~ ~ ,
~ BOTTOM F ELE . p~ ELE - 73.34 ' 1`0P OF BANK ELfzV:= 84.60 ' ' ~ ~ '
~ I A ~ / ~ 1 - _ v i ~ ~ 84TT0M Of B K ELEV. `58 45 ~ ~ J ~ r Ali
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~ 1 i . . ~ ~ ~x~, ~ ~ ; ; ~ ~ DE~IG E`~~~$Y OTHERS
~ ~ / ~ ~ . ~ ~ ~ _ A . ~ - ~ ~ - TOP ~ F ~ANK ELEV. .
o ~ ~ r _ ~ ~ ~ % ~ r, i ~ i/ ~ TT OF BAf~( L ~58~.69
- 1 ~ 1 t. - ~ - ~ V ~ 1 ~ ~ , ~ 50 LF GI~ARORAIL W
- T f BANK ELEV.= 575 9 _ _ . OP 0 - ~ TO ~ ~ ~r~ i- ~ ~ ~~4'-0" PARABOLIC OFFSET ~ - ~ APPROACH AND M.E.L. T.
- - BOTT~ OF BANE( ELEV.=; 1.52 ' ~ , BOl ~ - r ~ ; TO OF BANK ELEV.- 876.7 ~ BOT ~pM OF BANK ELEV,- 3.27 ~ , n SYSTEM EA~;H END PER F
~ ~ _ ~ _ ---t-. ~ ~ ,j ~ N T 'TA DARE DRAWING ~ coos M
~ ~ ~ i, i %I 31 LF OF RETAINING WALL ~ ~ - ~ ~ ~ x ; ~ 862,02
_ ~ t ~ ~ ~k Y T IGN~D U,N 0 BE DES ES 1 ~ ~ ) I i ~ w ~ ~ 47 LF OF RETAINING ALL
+ - r ` i ~i ~ ~ ~ ~ TO BE DESIGNE.p pY OTHERS
f , _ i ~ ~ t ~ ~ t ~ i ti ~ ~ ~ V '
-:J f f ~ ~ ~ ~ r j ~ ~----TOP OF BANK EI~V.= 583.27 ' ~ ~ _
TOP BANK 75.73 - - - _ ~ W. = 571.26 ~'i A BOT OM OF SANK' ELEV.- 58232 r. ~ ~ ~ ~ ~ . ~
i BOTTOM Of-_BA 28 LF OF ~ ~ ~ ~ ~ " 1° TOP BANK ELEV.= 58.63 _
~ ~ RETAINING WALL ~ " r~ ~ - ~ 80TT M OF BANK ELEV.= 583.63
~ TO BE DESIGNED, _ 1 . ~ , i+~ ~ J ,i- ~ ~ ~ Z ~ ~U ~ . k~ ~
..-BY OTHE S yy,..- ~ ~ r~ r~ ~ ~ >
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40 0 40 80 NOTE: 75' MAXIMUM ALLOWABLE 40 40 0 8o NOTE: 75 MAXIMUM ALLOWABLE
CREEK DISTURBANCE FOR THIS _ CREEK DISTURBANCE FOR THIS SCALE: CROSSING 4 C,
SCALE: 1" = 40' CROSSING 3
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- _ - - - - - -
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fi t
648 VI STA = 0+96.12 i
- _ ----r-- - -i -t
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A.D. - 4.75 - _ _ 644 f-_ _ K _ _ t-
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o Q628 _ _ - - ' - - - _ _--t-- - _ i ~ , ~ ~ i ~ ~ Pv. ~ Ev - 60 .50 ~ I
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r- ~ - _ - Vl U -t - - - - _ _ _ + _ _ i I I m Uf I I i ~ ~ = 47.24 i ~ ~ ~ i
I ~ !i ~ i PVI T = .,4+65 624 ~ ~ _ _ t - - - ;I 1 -t- _ - - t ~ i _ _ - - - _ t _ _ - 1--- ---r
f t ~
i ; ~ PVI E EV = 601.6 i I - - ~ , i I 1 + i i ~ I I
~ 18 RCP ~ - - i K = 30.37 i ~ ; ~ ~ ~ f I ' I I ~ - - - - ~ ; ; ~ } _ _ _ - w 4
_ 620 _ _ _ _ - - - i
SLOPE TO FOLLOW ' ~ ' 1 0.00' VC ' ~ i _ <A - ~ - _ - ~ • . - - ---r- _ f- -t---- I i I ~ a ~ ~ ~I ~ ~ !
_ T-. _ ~ - r---- - ~ ~ ~ ~ > I ( i ~ it ~ ~ i
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r-------- _ . - - - - - - (n 1 , I I i - - - _ ---t- _ ~ Lil ~ ~ i ~ ~ ~
I _ 1 } O \ d. [0 ~ i _ ~0 POINT E EV ~~Ht 88 ~ i i _ _
612 _ . _ _ _ - _ _ _ ! i to w LO POINT S = 11 +8 .07 ~ ' ~ ~ ~ I, I ~ I ~ ~ ;
; ; ~ U U lD I ~ i . -
~ CD to ~ O i ~ i I ~ I ~ ' ' pv~ E~Ev' = 580.00 ~ ~ ~ ' ~ ~ i , I
608 _ - _ _ _ _ - ~ - - - - - - , i u~ ~ I , I ~
~ I I, ~ j i l i , = 5.79 ' ' ~
w , --__1 - _ - - - - -r ~ TiS----r------ -i- _ - ---------t---- -t-----~- I _ _ ~ j I , > i
i > > PVI STA = 9+ 7.56 W W - - - 9+ 1.56 I _ _ _ _ 350. .'C + - _ - - t_ f - ---1- -.a _ _ -J- - - - - - -
604
~ .D. = 2.1 _ ~ K = 46.1 _ ~ _ _ _ 2.1 _ _ _ . - _ } I ~ ~ N ~ I,
~ I i 46.1 I I ~ ~ ~ ~ ~ ~ I ~ i i
600 - - i _ _ _ _ - _ _ _ _ - 10 .00 V t ~
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i , I I ~ > > - - ~ - ' -f'
596 _ _ - - , _ t_. . _ _ t , fi 18 RCP i ~ ' 6• ~ i I
~ ~ ~ ~ T 4+ I ~ - N ~ ~ - ~ EL V.-597.66 - _ ~`~46 ~ ~ ~ ! ,
_ j ~ 9, N ~ ~ ~ ~ _ _ i i r i ~ _ 1 N M U ~ - - ~ 1 I ! ~ ~1
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j ~ ~ ~ > ~ , i ~ ~ ~ i ~ - - -
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c; + ~ ~ ~ i c; ~ - - - - - - _ _ , - - _ _ - 1-- - w ~ ~ ~ Y
588;--- _ ~ ~ _ - - - _ _ - - + _ - - - -t _ _ . _ - - - - w ~ ~ m ~
t i I ( ~ 24 RC _ _ 4 ~I {
STA. 7+ 8.00 i ~ i i i --ELEV.-5 7.80__.., i ~ i I i
_---___-_t_ _ 584 r t.__ _ . -i - _ t.__ . _ _ f . _ _ - - - _ } ~ j i i
~ , i ~ I I ~ 1 ~ , i i ~ .t - ..r._ Ij" J i - . _ I ~ -
~ i ~ ~ ~ i ~'`-+36 RCP _
; . , _ t _ +
X80 r-- _ _ - ~ t r 1 , " i
t- _ _ _ _ _ t._ _ _ i__._ ~ _ f._ _._-t _ t-- i- _ _ _ _ _ - - _ } f - _ ~ 4" CP 1 II
i ~ ~ I it 2 1 _ _ F _ 1Qt4~x4-4' _ _ _ _ ~ _ ~ - _ t _ _ ~ _ _ I
i ~ _ ~ ~ ~ ! ~ r- ELE ~ 578.90 18" R P ; i ~I ~ i -
1 ~ I ~ ~ ~ ~ ~ ~i ~ i I ~ _ - - - + _ _ _ l - _ _ - - -t - _ ~ _ _ _ 4 _ ~ _ I
I i ~ i ELEV. 576.93 '
- t - - + - ii } ~ + , _ _ _ _ J-__. ~ _ - , _ . _ - _
I ~ ~ t 1 ~ ~ ~ ~ ~ I i i I ~ I ~ 3 "RCP ' i \ ~ t_ ~ _l~fIl Z ~ _ t _ _ ; ` _ _ _ . _J
T E V.=572,4
i i j , _ _ _ _ _ _ _ ~ _ - t t. t t~ t ~ 1
568 _ . _ . ~ _ _ _ _ _ _f _ _ i i f
i i ~ ~ i ~ I ( ' I-- _ ' _ _ ~ _ _ _ I_ _ - - . t _ ~ - _ f- F i
t ~ ~ ~ i ~ ~ ~ v" f ~ I i t
.~b4 ~ fi I _ - ~ ~ , ~ ,i- ~
i i i I ~
_ _ i I ~ ~ ~ ~ ~ E ~ ~ ~ ~ V ! ~ I
~ , ~ i i I i ~ ~ G DATUM ELE' ~ - _ . i ~ i ~ ~ I j i ~ ~J d t - ~ ' ' ' _ _ j__ } - _ ~ ~ ~ y ~ 1, - . _ _ _ a _ _ - _ ~ _ _ f _ - t } ~ rv i ~ ~ tD ~ ~ -
560.00 i i r ~i i ~ L~ ~ j Di ~ ~ ' j U7
~ , ~ , ~ N~IN V~~I~ ~ ~ air c~f~n wpm ~ ~ ~ N v a ~ r ~ ~ ~ ~ o ~ ~ rn v rn h ~n ~ i !a; o'er ;~,o ~;~T, ~tiM; v ~;~r a„~ ~ ~ f o ~I .n ~ r~ r~ i1~ C~ rnlC~ 7~~0 P~~~lifi ~li~ an_ r ; 7 K ~ai~~-- ~ ~ r I U r~ 41 C~ ~ hi0 ~ (3~ ~Ui!'~i ,_~r~ ~t?o:~ ~°v,CJi "~~~,~ti) ~T~j~C) ..ti~~t S 1 l~-, t~
0~ N ~ ~••f rt~E~' ~ I~ N tD ~ r O ~ ~ ~ V7 N 0~ O r~ d} - 00 0~ d h N ~ t~ N i i) ~ l ~ CG 'J ~ M ~ - I (3? h~ i CL; r`l ~ Q) ~ I Qi I,r} "7!U"} O N1 01 N N O 00 Ql (D lD ~ N J ~I '~f) ~ ~ i ~ u N Nj r~i N; (V N ~(V ~ t~~ Mi~*j J'~t d ~'LT, ~ ~ C`a CO . ( ~ ~ ~ r a j , ~ ~ is ~ ~x~~;r~, T n; ~
N N N N (`1 N (V ' - ' ~ - - I C7 :.i I 'J O ~ s CA Dl ~ 0~ I !T ~ 61 00 Q1 ~ 01 ~ 00 00 00 00 00 00 00 v i I ~ C.O IQ,IC.> ~ ~ ~i~ 'il~~: (.Cl'CL~ [Q~tG tL`~CL' CD~t.~ ~~(P U) LL1 lf~ In Ln U, ln~,C? In l1~ In ~ In In In In to In L(~1 In Ln In 00 00 ~I~ (~;U ~nj~^ ;l,lj lj~h , ,u, r~~~. is i11u' -1~ ~i ~Di
I ~ ~ ~ ~ ~ I ; i ~ { ~ ~ ~ 1 2 _ 1..____..._._. i ._-L ~ 1_- - _i- _ ~ i ~ LLi
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o 'i 1~~~1) '+1~ 4+Gi 5+00 6-00 7+00 8+00 9+OG 10+OG <jF Itlil.i 'j
n a U)'C~'CJ'iL;~-~ U I.
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WING POINT DRI )RIVE I ~7,- 0 a
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r. ~ Y i ~ uI; U~k
_ ~E_ SCAt E '

IGH POINT ELEV = 6 5.91 _ i--A.-.---- ,
Hf H POINT TA = 22 76.16 - - - - - 664 LOW POINT EL V = 639..
.<p•
PVI ELE = 651.9 ~ ; P I STA = 4+93.84 'rr ~
- - 660 ~ a- - - ~
K .02 VI ELEV 639.16 - ~ r~ - .ti.
o. :d . 0 ° t~ ,
I _ rt------- p 656 ~nii
- 100.00 VC I ~
- - Z ~
ao ~ ; a ~ m j r ~ ~ !
- ~ a}-i- _ - 652 r a~ I ~ zw ii ~ i i ~
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- _ ~ i; ~ i w d~ w I j i
~ 1 648 i i _ I
I i ~
v } ' + cD i ~ N +
i I I U N 0~ ~ ' 1
_ - I - - a - - ~ ~ 644 QQ I ~
i ~ •4 v it i ~
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- - - - I 64C I '
U ~ ~ ~ ~
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636 - - - I ; ~ ~ l
I i ~ j_-_
t , f ~L:
18~RCP 632 ~~r ! _ ' _ - ~ a i ~ t ~ ~ ~
~ ST . 25+13.0 _t_ ~ ELE .=634.91 ~i ~ I i
- - ~
w 18" RC ~ if
I - - - ; 628 ~ ~ STA. 2 +55.06 i I
ELEV.= 35.0 ~ i _
E 'I , i a ~
- - 624 ~ ~
o ~ ' ~ ~ i j
o a o - _ . _ - li ~ I ~ ~ I
~ z i i
~ - - - - -t-- - - ~ 6 ~ i r ii ~
- t-- _ i ~ i ~ ~f ~ ~
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~i t- - - ' 616 , f,
~ N ~ ~ ~ I ~ i
_ _ + O - - QiI I I, 1 F- i ~ ~ ~ I ' i
i I o + I'~ ~ I i i 1+_ + ...t t_._. - + - - - - 61
a d I Q ' ~ 1 I i - o I I ~ f I~
~ N i ~ M I ~ i
1 P ._.._---r_____.____ i ~ ~I r_____... J____--- 608
STA. 18+00.00 i 1
=610.11 _ - t ~
i 604
i - _ _------t.
I is
+ 600
~ c i
fi . _ i ~ I
j I I - - . _t _ - - _ 1 596
i ~ i ~ ~
- - - - - f _ _ _ - - - _ --T a
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i ~ ' ~ ~~i
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_ . - _ _ _ _ - _ } ! 588 t t , ~
i i~
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- - - _ -F ' 784 ~ 1 ~ L r I I
i II t- - _.t-..
~ i, I~ . a
i ~ - _ . - -t- _ t _ 580 i ~
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i I r --t _ ~ 5'6
l
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j i Ii j
- _ - L
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- I _ _ } - 568 , f i,; l I
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1 ~ I ~ i - - _ _ _ 56~ t t~
i i-r ~ ~n
_ _ _ _ _ _ _ _ I _ - _ - - - - t } _ { CO I I Ili ~ i i W
I ! f I ~ ~ v ' ~ ~ .r ' ~ O
- _ _ t ~ i ~ I c_~ ~ ~ a I ~ ~ i a. I! ~ ~ 2
~ ~ I cp ~ 'T~~ N'~- v Ih ~ N U1 rn ~ v ~ cD cD ~ ~ ~ N ~ ~ _ i ~ ' r~ I ~ I ~ ;c, N N COO d ~ izy. "1 r~ i - d
~r .-.cv a; rn o~ ~ vcv rn ? I LY_ N ~ ~ tf) U I`) .r71~ r~~ D~ ~i u^^,
- rv ~w ~I~ ~ ~n~ ~~r ~ ~ ~ ~ ~ tD ~ ~D d Ct7~~t J)~ ~t: I i w CO CD CO (O CD~~D C0~[G ~~!~S1 «it ` ~J I C~ v
~ ~ ~ ~ nnJ ' t.iY - ~ i LL I ~ ~ _ ~ I- ~ ~ C;
_ i.._____._.__ ~ . .1 _ i_.._____.__.__.-~ ~ _ _-l_.__._ i _-_i__._ ! _...._i. _ . i. L - ~ L_. ~ ~ L1.; ~ I ~ 'Qj ILC - O n ~ 1 . i ~<i ~I (1_ i 7 C~ ~ ~
~ ~ +~0 20+aa ~~+~o ~2+00 2~+00 ~ ~0 9 Ci~iC~IC]~U'-~I U
3 _
U Ul
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L WING POINT DRIVE
v `~~rU. t : = f) Lam--•~ W ; tr : ~o _i 7
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HIGH POINT ELEV = 640,52 i I
HIGH POINT $TA = 3+84,59 i i i
LOW POINT ELEV = 634.93 PV! STA = 3+81.34 PVI STA = 6+25 LOW POINT STA = 0+89.17 PVI ELEV = 642.50 II ~ , I~ i II
PVt STA = ?~11 66 PVl ELEV = 635.00 A.D. _ -6.32 ~ I ~ ~ ' f ~ ' I i i I
PV! i_LEV = 633.76 K = 39.57 A.D. _ -5.42 i ~ '
U, = 5.24 ~ ~ K = 36.88 li I , ~ I
- - - -r-- ~ 200.00' VC - - - - - I ~ i I --T-------- _ - _ 1 7-------T-- - T i I I I - _ - - I ~ ( ~ ! ~ I
i ~ I 6 48 _ ~6 - _ _ - - _ f _ _ - _ _ . - - I ~ i - ' i ~ I ~ I ~ - - _ - . - - t - - - 648 7 ; i
' ~ I ~ I i ~I ~ ~ ; ,
II ~ ~ ~I - - - _ _ _ - _ ~ , I
~ . ~ ~ I ~ Ll~ ~ I I I ~ i I~ ~
_.-T-- w 644 ~ _ ~ w + ~ ~ U - ~ _ ' - ---t _ - - _ - } - - _ - _ - 644 _ _ _ - _ ~ _ - ~ ~ i
I I fj~ I Q~i,
j _ - _ - - _ _ _ - - - -6 - - _ ~ - - - j I ~ I ~ _ _ t___ _ _ fi _
fA U I W 6 40 . _ _ _ ' - - - - - _ _ _ - _ t- _ _ 640 ~ ~ -t ~ I
m _ - - - m ~ ~ ~ ~ ~ i I I I ~ ; '
t - _ - - ~ - _ - ~ 1-- i I ~ i l ;
~ i ! ~ II i t I I
636 .t - - _ - _ _ _ ~ - _ - _ 636 - - - - I _ r _ t _ _
~ ~ I N I' ~ 'i I I I i
t h N t - _ - _ _ - 1- _ _ _ ~ ~ , ~ ~ !II II
i 632 - I- - _ - - 632 ~ I 1
U _ _ . _ ~ w > ~ I Q ' i it I ~ j ' I ~ ~ r I ~ i i
w a ~ ~ ~ l _ _ _ . _ _ I i . - ~ ~ I -1-------- ~ f
~ ~ i , , , , ~ , I I '~il~
spa ~ ~ 1 - - - _ - - _ f _ 1 _ _ _ ~ - - 6 2a ~ ~ I i j ! i i I !
~ ~ STA. +89.17 3_a____ ~ - + - _ _ _ i ~ i
~r ftf~t.~=636.8$- , _ - ___t__ - - ' _ _ i fi fi ~ I I -I , ~ I I I i I ~i ~ I
oz 624 } - _ _ I I ' ~ F- j - - ~ - - - ~ _ _ _ ~ _ _ ' _ 624 `I r ~ I ~ I
~ O ~ I i I LOW POINT LEV = 594.8 ~ ~ ~!I ~
. N -t -t _ - - -i i I OW POINT S A = 12+32.0 _ _ _ _ ~ - j-_ I --I _ _ . _ t ~ + _ I ; PV! STA 11+53.44 - - _ ~ I l
O M i ~ ~ PVI ELE = 590.08 - _ 620 0 ; ~
+ O rt ~ ~ t ~ O N I ~ ~ ~ t ~ A. 11. t , I D 82 I I I
Q Q ~ - _ _ _ -------f--- ~ - - - - i K = 30.47--- - I
F- ~ ~ I I - j ~ I
616 . U?__ _ _ } _ _ - - _ - ----I------- - _ _ _ - - . _ _ - - _ - } - 616
~ t - I ~ i i I j HIGH P INT ELEV ~98.84 a , i i
r-i ~ I t ~ ~ c a~ I I ~ I .i _ ~
I ~ i I II _ L-__.__..---_ _ _ - - ~ ~j ~ ~ P J i, , A 4 t ~ ~ _ .~t~ ~ Q I i - _.-`TTf-L"iL~" ~^{^~A¢ .""TJ' - " " _..I-..._ ' h ~ L - - V v 7
612 r - - _ . _ - ~ - ~ W ~ - - 6.8~
i i ' I _ _ _ _ _ _ _ - - _ _ - - .____u_ _ _ _ 1 - _ . _ _ - _ ~ I i II
~ II ~ ' ~ ~ ~ i i i ~ ~ m~ ~ ~ ~ I ! ~ ~ 1 i _ -
t>08F --f- - ~ - - _ _ _ _ t _ ~ - - 608 i
~ ~ i ~ t ~ i i { __M
- _ _ _ _ - t _ _ - _ - -I_ ~ _ _ _ ~ ~ ~ ~ J ~
I i r _ _ _ _ _ _ _ i I ~ ~ - _-t - _ ~,a~~; I~ ~ s _i_-.-- -t----- _ 604
~04 i I ; ~ ;,r I ! ~;~F l
i ~ _ _ _ _ _ - _ ----I•-- ~ . _ _ _ I r ~ ( I w ~ ~ ~ ~ - _ _ -_r _ ~ ~
j ~ ; ~ { i I ' , i ~ ~ > I ' ~
600 _ - - _ _ } _ _ r t t_ _ t t ; _ ~ 1 -
I I j ~ I { I i i ~ i I 4 + I _ _ . ~
~ _ _ J _ t ~ j ~ 1 T ~ ~ i
~ i ~ _ _ _ - f _ _ _ _ _ _ _ . T _ f r _ 596
596 - } _ ~ _ _ _ . _ _ - - - -.-_-i- - - _ _ - _ _ _ - f I ~ i t r I I I i~ I i ~ -1_ ' j I I I
~ f < - + ~ _ - - _t__~_----- _ _ _ _ _ _ . _ _ - _ _ _ - _ - - _ - _ - - I I . 1. .
I i i ~ ~ ~ i I ~ f I i ~I i i cr- I
I I i- - ______-._.1 - _ - t _ _ _i. _ - + - ~ ~ t I I j I I i 7
I ' ~ ) ~ I I ~ ~ i~ i ~ ~ ! i I i I ~ i L I ~ i ~ ~
- _ _ _ r. _ . _1._._-- _ . _ _ _ _ I I _ t _ t _ ---f--- - _ __t _ _ ~ i i I li I I
~I i I I ' ~ i G,8~ r F j _ -A _ ~ . . _ . _ _ _ t ~ i ~ i I ~ t j _ _ _ ~ . _ i _ ~ - ~ _ _ i - t- _ . - _ `~88
~ 1 ~ I ~ i I I 1 I j j i I I- ~ 24 RC I
I _ _ . _ , - . . -t.-_._ _ _ _ _ _ _ _ ~ _ t__ _ _ - - - ~ - r- -r I ( j i I STA. 12 2.40 i ' I __fi } - t _ - ' _ _ . ..ELEV.= 89.34 ; ~ "i
I I s: ~
584 , ; t _ _..1 --t________-__ _ _ _ i__ - _ i i ~ ~ - - - 84 + _t r _ - - t I 1 ~ ' ! ~
' I I I i i ( ~ i i ; ; I i 'i - r, i ' _ 1
r _ _ . i_ _ _ - -t_____--_-~ _ - ~ i I ~ t j ~ ~ ~ ii
I ( ~ i 1 ~ ! i t___ - - _ _ . f-__ _ _ _fi i---- . ' I _ -t - - _ -1 580
5~o I ~ _ _ - _ - _ F
~ ~ I i i ~ I ~ _ ~ - _ _ _ _ f . _ - _ t-- . _ _ _ _ _ . ~ ~
i fi ~ ~ ; i i ~ ~ I r f
6 - ~ _ _ ~ - - - _ _ - . ~ _ _ _ _ I ~ ' i... iL 1__ y. t _ _ _ _ - _ ~ _
DATG'M E ~ _ fi _ t 5 r5 0o t _ _ _ _ _ ~I i i I I ~ i I I ' i - I
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'n ~t) dw7 did d ul t0 M tb M Q~ N O G 00~ U 00 0~ h r ~ N N ~ O d d O 0~ i~ Nl p ;,f d~ Vt~ d'rr~ dM7 dN7 dt~ dM dd d'd d~ d'M r~r'7 f`l~ ~N ~N NN - ~ ~ ~I ao~r m ; - 1 ~ rj 00 n ~ r~ s'~6~ ~`~r J~ ~i ~i ~Y ~~a ~~~ii a7~~c~ ~ o~ c7 00 ,u, rn`P ~ 'J ~ ~ 's ~ O O O Q~'~ T m 0~ ~ ~ Ol 0> m 01 C)I0~ ~ f C~J ~ CD
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0 0+00 ' +OC! 2+00 .3+~00 4+00 5+-00 6+00 7+00 8+00 9+00 10+QO > > + 00 ~ 2+Ob ~ 3 + r)0 ' 4100 16+OU <i ' I ~ w a 9+00 I iD
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NIGH POINT ELEV = 655.99 ``~,,44u1n1,,,1~~
HIGH POINT STA = 3+02.51
PVI 5TA = 3+07.43
PVI ELEV = 660.32
A.D. _ -10.68 - - - - T r r- ~ - 's ~ i
664 - _.r_ - - - - i i
U 32 00' VC PVI STA 6+47.41 ~ ~i i i i4
Q _ _ _ - - - - . - _ - } _ a - - t - ~~IH ' 1111114
A.D. = 6.54 IGH POINT E EV = 643.3 I M
660 W rn ~ _ I ~ i i PVI STA = 9+50 i > iI ~ I i I i i i i
_ _ - - + t - ~ , , ~ 1-
U - - - - ~ - - A.D. _ -10.04 vi w i ( ~ i { i i ' I
656 J v - = - _ Gi - - - I ' ~ ~ ,
U m w w 1 i < ~ 305. VC ~ ~ ~ ~i ~ I I t
~o ~ I - - i ~ ~ ~ ~ I! I ~ ~ I ~ ~
~ I i, ~ { ` O W _ I; _._r-_ _ ~ ___.___r ~ ' ~
+ i > m ~ ~ r i i ~ ~ '
p m r rn - - . S - ~ _ p9, I ~ ~ r I _ - _ _ _ ~ _ - - - .t - _ - - - ~ t- _ -1-- _ ~
i i
~ 1 ~ ~ - _ - ~ w -F---- _ _ - - _ . ~n ~ 648 ~ v ~ > - - - _ _ _ . } _ - } - - - t ~ , - - _ _ _ } f
> > ~ m P TA - ; 3+ 40 i LOW OIN S - 2 ~ ~ ~ i! i I i _ ~t f 1 li ! ~
- w - - ~ i I PVI E EV - 6'?.8 ~ NiO~ PO~N~~ EIE~ = 627.5' i
i ~ ~ _ _ - l rt - - i ~ ; .
644 - % I ! 4 ~ i = 30.01 i ~ ~'~I SSA - 1~+81.67 ~ ~ I i ~ i sl~ !
_ _ -a - {~~-v - - ~ _ + _ _ _ ~,i ~f--- -4 6.00 VC - _ aD = -~.23 j wig ~ ~ I
1_ ~ ! I
- - 640 _ ~ ! u
ry { ~ ~ ~ ~ ~ i 1
--f_ _ cl I ~ i I !I ,
t8" RCP ! I _ _ ~ ~ r ~ I,', - - _ _ _ - ~ i ~
636 - _ _ i ~ ~ ELEV.=6 9.13 > U ~ i ~ i I i
! ~ I ! _ _ - _ _ ~ - -----t- W > ~ ~ I rp ~ ~ ~ - - - f ~ ~ ~ ~ 1 ~ i ~
! i I I ~ " - i N ~i , 4~'
! 632 _ t_-- _ STA. 9+59.47 ~f-i LTf i + N ~ Li >I
~ ~ ~ I - ~ ~ ~ ~ w~ i - ~ I -
_ t _ r - - - - I ! i i ~ ~ J ! I ',I , i 1 i I a0 ~ i - I i ~ ~
I i _ _ _ 628 - - _ - - - - - _ _ - _ _ _ _ - - _ _ ~ ~ ~ _ _ _ ~ i ( i f
w o ~ - - ~i i W - - _ i { _ _ -1
--F----- _ _ 1 _ _ - _ t } - - _ _ _ F _ _ _ ' t I _ - ' U I
i- ' i ~ a I 1 i ! i - _ I > W ~ ~ ~ i ~ i j
624 - - _ _ ~ . _ _ _ _ - _ t- 3~• ~ ~ ~
j i ~ Z I I q. ~ i ~ ~ I t _ - _ _ V1~ i - - - ~ _ ~ 1 I I -~li j
I ~ I W M
i ~ i ~ ! ~ 620 . ------_t - _ _ - - N . Q i _ _ _ _ _ _ _ - - - _ i f-~
' ~ I ~ I I i I I ~ i ~ ,
! _ . - - 7----- - - - _ _.t- _ _ _ - - - _ - --r- t _ - - i t _ _ W I ' - _ - - - - - - ~ - r _ - - _ ~ - t
~ i f..-- ~ ~ ! 01 N ~ ! ~ j ~ I I i ~ ~ I ; ~ c , _ _ I
_ _ 616 - _ ~ _ - -1----- ' i ! t--_-__ _t ~ ~ r- t- i
i ~ (n ~ f + - - - - + - - - ------t----- - ~ - _ - _ _ _ _ - - - -F - - - - _ - -f
_ - I- _ i ~ ~ ~
612 t 1
~ STA 13+82.4 ~ _ - ELE .=613.08 ~ -
i I - _ . _ _ _ - - - ~ t
- - 608 -----t------ + - - { _ r ! ' ' i .R
I ~ ~ I _ _ - --t- _ II--- ! i 3 CP _ ~ - _ _ - - _f _ _ _ - _ - - _ --1- - -
' i ~ ~ ! , ' ~ E V,=606.7
i f ' i ~ I 604 - -
I ! I I ~ i i
- t__.-__ _ _ _ ! I - - - t ~
~ ~ I `~1. - - + - t ~ _ _ t r---- -rt _ I - - _ _ - -t---
soo t - _-__I _ _ + _ _ _ - - _ ~ _ ~ { i i ~ ~ , _ ' ~ i
~ ~ i ~ - . _ . _ _ i _ - - _ - _ _ - - _ _ - - - + - - - _ t
I E i I ~ iI ~ i I ' i
I ~ I i I ~ ' . ! i - _ - i - - , - - - I I ~
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f f fi
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592 - _ - _ _ - - _ _ _ _ _ _ _ __t- - _ - - ~ - f t i i j ~i ! ; I
- ; ! I I t I - - - . ; _ _ . _ _ - - - _ - _ _ _ _ _ _ t- ~ ~ ~ _ _ _ ' ~
i I _
Y...- 588 f - - } _ _ - - F _ t_ - ~ 1--- _ F- t ~ i i ~ i
i ' i i - _ - _ - - i i I
I ' ~
i i ~ i ~ I i l i j ~ I ~ ~ ! I } 1 ~ }
584 - + _ { t i i i i ~i ~ I ~ ~ i ~ ~ ~ i_~. -
I _ r _ _L_._ _ _ . 4_--_--_---- _ - i ~ _ _ _ - _ . fi_
i i i ~ ~ ~ i i ~ ~ ~ ~
58Q } _ Y. _ _ 1_ ~ ~ } ~ ~
i I i ~ ~ i ' _ _
' j j ! 1 I i ' i ~ ~ W
i 776 - _ _ _ _ _ t _ 1 - { - - ~ ~ - - -
UATUbf E~Y ~ _ _____________--r_.___-__. - _ _-_----_----t__._ _ , _ _ ' ` _ - ___i _ _ _ . _ - _ _ ~ _ - _ 1-- _ ~ _ _ _ _-j_ is ~ ~
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_ _ _ _ ~ _T PV1 V = 596.4 HIGH PO NT ELEV = 9 EE i T EV = 99.49 ~ vi v' ~ N N L ~1 - - 1 i-- I U
- - ,I - - ~ _ ~ _ f- - - 616 I ~ w
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- - l- . _ _ - - }s} i J
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/
t• , - ENSURE THAT POSTS' ARE TO BE CONSTRUCTED OF ~
SiIT FENCE AROUND ` ON-SITE DRA4NAGE I ` • + , ' . ' , ~ 1.3~ iB~FT. STEEL WITI~ A 4' 0" MINIMUM Hf!GxL STEEL
I STRUCTURES (IF APPLICABLE) , POSTS ARE TO HAVE PRf~1ECTI0NS TO FACIi?TArE FASTENING ~~~'"~r~r~~~'~h ~ THE rABRIC '
r SILT FENCE ALONG l 4 \ ~ 1 ~ i
CRITICAL LINE (IF APPLIG~BIf) • ' , ` . " . " , ' CONSTRUCTION SPECIFICATIONS: ` Fij~G, RCTEk FABRiC ~ ~ 3
- - - l- - - ~ FILTER FABRIC-~ ~ . ~ ~ : Q~a ~ -
• 1. CLEAR THE ENTRANCE AND EXIT AREA Of ALL VECETAlION, ROO1S, AND OTHER - - - T - - - OBJECTIONABLE MAIERYIL AND PROPERLY GRADE IT BAC - i • Y
t IFIC GRADE ANO DIMENSIONS SHOWN ON THE PLANS, AND rHlcK~ EATER of ~ • ~ ~ ~ COMPACTED FlLL WIRE GRAVEL, 1a" WIDE S~~ ~ , ~ .
~ ~ ~i PUCE THE GRAVEL TO THE SPEC ti F 1 I
~ ~oNG R E ~ ; ~ ' SMOO)H IT OUT N9IE: ~ /M' i.~i ~ SILT FENCE TO BE INSTALLED BY LOT OWNER MARSH 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDJMENI TRAP OR OTHER SUITABLE OURET. mnn~
PRIOR To coNSTRUCTfoN ~D ro BE ~ ~ ~ ~ ~f 1 KN NESS _ _ _ ~ 3- - i ~ ~ i , ~ ~ ~ ~ ~ - - ~ ~ ~ ~r
NTAI ED UNTIL LOT 1S GRADED AND NEW HOME II, ~ ~I~• N ~ MAl N TURF IS ESTABLISHED. f I TEIWP Lor UNDER 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE THE SIABILlIY OF THE FOUNDATION IN 2° TO 3" COURSE IRSE ~ I ~ , i l i - - _
coNSrxuCtpN CONSTRUCTION ~ LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. AGGREGATE I ACCESS ~ ; ~ . . ~ f- i i - ~ i___ _.f~.. - __fi j- - k- I Ali I ~
i; ~ i . _ _ t ~ --I , i - - ~ ~ !I j ~
. MAINTENANCE: ~ . ----1 - - ~ ~ _ I_ ~ - ' ~ - li I ~ q~~ - ~ ~ ~ - ~ ~ 1 i ' ~ ~ ! I ~ ~
i MAINTAIN THE GRAVEL PAO IN A CONDITION TO PREVENT MUD OR SEDtMENF FROM LEANMG THE ' ~ ~ ! ~ ~ , - - ~ ~ • ~ I I ~ i 5 _ I I I ~ i
~ I I CONSIRUCIION SITE THIS ,f~AY REQUIRE PERIODIC lOPDRESSING WITH 2 INCH STONE. AFTER EACH 1 ~ 1 I ~ i• N CESSARY. ~ ~ ~ RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS E 2 I i ti5 0 E ~ . i - ~ _ ~ ~ ~ ~
~ IMMEDIATELY REMOVE ALL OBJECTIOMABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO . PROPERTY LINE ~ PUBLIC ROADWAYS. FILTER FABRIC E~ ~ ~ Ek7ENSlON OF FABRIC AND WIRE INTO THE TRENCH ; ! i I Ip'R OPT !1 FAR
P ' )'r ~ Su A MAXIMUM OF '0'-0'" ON CE~TJTER II F(5 S ARE TO 8E ~ A~E~ i
SILT F NCE ALONG ~ . E WETLANil WEIUND BUFFER is ! ~ ~
~ (IF APPUGBLE) . 6 , II ~ I i conrsrRUCrioN sPECIF1cAnoNs:
~ , ! !I~!i
i , , RA t t N OE POLYPROPYLENE, NYLON, POLYESTER, UK POLYETHYLENE YARN ~ i USE A SYNTHETIC AL fR FABRIC OR A PERVOUE S EET ~ i ~ ( I WHICH lS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING >O THE REQUIREMENTS SHOWN IN TABiE BELOW TRANCE ~ i ~INEN ~
ONSTRU VEL C 3 ARY G T MPOR 0 SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY 1NHIBIIDRS ANU STABI(.IZERS TO PROVIDE A MINIMUM Of 6 MONTHS i
NOT TO SCALE OF EXPECTED USEABLE COPJSTRUCTION LIFE AT A TEMPERATURE RANGL i)F Q '0 120 DEGREES FAHRENHBT I ~ ~ ~ ~ ~
TOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE Wl~'t ~`NCE WITH A MINIMUM '4 GAUGE ANO A MAXIMUM ~ ~ ~ f i
F NC PLAN T IT E SL 0 L MESH SPACING OF 6 INCHES ~ I L<;, ~ ! i
NOT ?0 ~C;ALE u ~ ~ _
~ I FA R1C SPEClFfCATIONS I - _ ~ _ E dCE B ti>J ~ ! i A ~ i ~ I r - r--- , r 1 i t I
'~~PHYSICAL PROPERLY i RfQvIR~Mt,''~ ` ~ `i~ L7 ; . ~
_ ~...t _ _ _
ALTERING EFACIENCY , 8.5% MINIMUM t I _ - ~I i I , i ~ i
TENSILE STRENGTH AT 20X MAXIMUM 1 EX"TRA 57RENGTN 50Ly1LlN IN MINIMUM i ~ i I
ELONGATION STANDARD SIRENGth iG [8/LIN IN MIN. ~ ~ f
F____-- - _ _ _ ~ - - ---1 ' "T MINIMUM ~ ~ I SLURRY FLOW RATE ~ 0,30 :,At~SU. r.,-MINv E i !
i.__.. .l______ ~ ~ I
i iii
!MAIN lENANCE ~ ~ ~ ~
INSPECT SEDIMENT rcNGES AT LEAST ONCE. A WEEK AND AFTER EACH RAINiA; ~ MAKE ANY REQUIRED REPAIRS IMMf.DIATELY SHOULD ~ ~ (
~ ~ ~ r ~"FF TIVf R P CE IT PROMPTLY REPLACE ~ ~ ~ ~ THE FABRIC OF A SEDIMENT FENCE CUE[AfSE, TEi1R, DECOMPOSE OR BEC?Mr N~ EC E fA ~ , BURLAP EVERY 60 )AYS REMOVE SEDIMENT DEPOSITS AS NECESS~iRY TO PR~wI)E ADEQUATE STORAGE VOWMf FOR THE NE~~T RAIN ' ~
AND l0 REDUCE PRESSURE ON THE FENCE TAI(E CARE TO AVOIG UNDLRM~ti?N!~ THE FENCE DURING CLEANOU? REMOVE ALL is i I - ~ ~ T i f 7 r G
N T SEDIMENT DEPOSITS AND BRING HE AREA GRADE AND S~ABfl17E IT AFTER GJN.RfHURN_ FENCING MATERIA~.~ A D UNS ABLE ~ i DRAINAGE AREA rfA.S BEEN PROPERLY ;iA81UZED-
i~ i j ~ ~ ; ~ i
~r,~l I i
~
FENCE ~ ~ ~ EDIMENT S v"~
o ~ l
NOTES.• a'; I ~ 7 c~„
0 1. La 15 THE LENGTH OF THE RIPRAP
A APRON.
2. d=1.5 T1MfS ?NE MAXIMUM STONE O N DIAMETER, 8UT MOT LESS TFtAN 6"
3 ~ 3 J. IN A WE1t-DF.f7NED CHANNEL, EXTEND +D
THE APRON UP THE ChV4NNEL BANKS TD AN ELEVATION OF 6" A80VE THE MAXIMUM TD AN rM
TAILWATER DEPTH OR TO THE TOP OF THE F TNf
- j BANK, WHICHEVER IS LESS. 4, A fILTER BLANKET OR FILTER FABRIC
PLAN SHOULD BE INSTALLED BETWEEN THE RIPRAP R/PRAP
AND SOIL FOUNDATION.
La
CONSTRUCTION SPECIFICATIONS: OHS:
~c,~ - 1, ENSURE THAT THE SUBGRADE FOR THE FILTER ANU !
d HE FILTER AND ,RIPRAP FOLLOWS TFfE l~'I I?UIRED LINES ~t
AND GRADES SHOWr+ IN THE PiAN. COMPACT ANY r COMPACT ANY FlLL REQUIRED .N THE ,Rf~RADE TO THE
+TLrfR BUNKE7 DENSITY OF THE SURROUNDING UNDISTURBED MATE RI, STUBBED MATEBlAf. LOW AREAS IN TN! `UBGRADE Ot~~ ~ .LED BY INCREASING THE RlPRAP THlChivl SS. ~ r
UNDISTURBED S01L MAY' ALSO BE FILLEU BY INCREAS ~i 5T CONFORM TO THE SPECIFIED GRAD1Nr, 4;MITS
SECTION A - ~ 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO PIPE OUTLET R1 a FLAT AREA SHOWN ON THE PLANS. _ Q'_
NO WEL! -DfFINI D CHANNEL Q `-QUIREMENTS AND BE PROPF_Rt Y PBOIt ~ TED FROM
3. FILTER CLOTH MUST MEET DESIGN REQUIREMENTS AN PUNCHING OR TEARING DURING INSTALLATION REPAY (f I ~.i 4LIATION. REPAIR ANY DAMAGE AY RFMrr~~;N'G THE _
~ OF FILTER CLOTH OVER THE DAMAGE( ?FREA. ALt.
a o~ RIPRAP AND PLACING ANOTHER PIECE OF FILTER CCC ,r << ; ! T 'HOU D OVERL4P A MINIMUM Of CONNECTING JO N S 5 L <; _L P A MINIMUM OF 'FOOL. rF ,ENE DAM~try r' F - E~-
_Y "~_3` a~ ~ ~ ;r?~~~ L~ i~.:;,' EXTENSIVE REPLACE THE ENTIRE FILTER CLOTH. TER CLOTH. ~u I
4 RIPRAP MAY BE PLACED BY EOUIPMEN7; 8UT TAKE C :NT 8UT TAKE CARE TO AVOID DAMACIN~ P,-rr ~ '
`Y~ f7LTER
qr ~~~'~1 - 'RAP SHOULD BE L5 TIMES THE MA,YIMr~M ~;>ONf
FABRIC - ~ :n, ~ ~ 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOUw B! DROP rNLET W~ GRATE i
2 x 4 FRAME DIAMETER. ~r}I` ~ "~~i~ 6. RIPRAP MAY 8E FIfLO STONE OR ROUGH QUARRY SI )UGH QUARRY STONE IT SHOULD BE ! lAl?IJ, ANGULAR,
X ~ ~ ~ 'r'~i`~~ I ' ~~c HIGHLY WEATHER-RESISTANT AND WELL. GRADED X '1.2 GRADED-
i ~ r` _ 7 T TH APRON ON ZERO GRADE WITH NO L z / coNSrRUC E RADE WITH NO OVERFALL ,AT THE FNp MAnf THE TOP
~ ~ OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WI VEND LEVEL WITH I~HE REi;EN1NG ARtn 'R SLiGHR~" BELOW
N ~ DETAIL B ENSURE THAI THE APRON IS PROPERLY ALIGNED W.+T RLY ALIGNED W.IT'i ~`NE RECEIVING STkt ~M APJD PRk~TE,RAB1 ~ ~ ~ 1
~ srRA1GHT THRQUCHOUr Irs LENGrh. IF A ct,RVE rs 1F A CURVE lS NEEDEEi TO FIT S!TE +~~1~Nv;"i0N.5, PLACE 'r
V~ V~ \ , La 1N THE UPPER SECTION OF THE APRON. TON.
- 9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL UL c- STABI1lZE ALL DISTURBED AREAS WITH bl r;E'ATION
' 10 050 OF RIP RAP SHALL 8E 6" c E.-.
~ i' ~r~
P N ,r~~~~ ,ran ~ ~Y~ rr ' r I('4 Tl A; d I~ ~KL :.:,ON SPf_C1 ~,,ONS. A/A ~.r_ Q
_ AS SYr1rHE7+C FABRIC, USE A PERVIOUS SHEE7 OF NYLON, POLYESTER, OR ETI4YLENE FxrFR BLANKET
YARN-EXTRA STRENGTH (50 iB/+NCH MINIMUM)-THAT CONTA/N5 UtTRAVIOLfT .RAY INNIBrTORS AND STABrt2fRS FABRIC SHOULD Bf SuFFtCffNTtY POROUS TO PROVIDE INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAiN RAl~ I iTER HEAiN RAINS rU SEE lF AN}' EFrr AROU.ND OR ~
~ ADFOUATE DRA+NAGE OF THE TEMPORARY SEDIMENT POOL. BURLAP MAY BE USED FOR „ _ „ i ~ .SHORT-TERM .4PPtlCAI)GNS iT MUST BF REPLACED EVERY 60 DAYS. SECTION B B BELOW THE RIPRAP HAS TAKEN PLACE OR 1F STONES E OR 1F STONES HAVE BEEN DSLOD.FU rMMEc.IA ~
i ~ c. CUT FABPoG FROM A CONTINUOUS ROLL TO EL}MINA7F JOINTS. PIPt DUTLf1 TO A MAKE ALL NEEDED .REPAIRS TO PREVENT FURTHER DAMS h ~C~CY~Y{~~I ~J I,~ ~ f1) i F 'T FURTHER DAMAGE. ~ ; ~ ~ ~ i
SEE DETAR AT - ~ a 3 USE 2 x I WOOD STAKES OR EQUIVALENT METAL, WITH A 3 FOOT MINIMUM LENGTH. WET; _OFRNfD CHANNEL ~ ~ ~ , i~ i
• RIGHT ~ 4 SPACE STAKES EVENLY AROUND THE PERIMETER OF THE JNLE7 A~ A MAXIMUM OF n T FEE7 APART, AND SECURELY DRNE THEM INTO !Hf GROUND, 18 INCHES DffP (MIN.). La and d50 ore !fisted for eoch Flared End Section ~ i ~ 5. TO PROVIDE NEEDED STA81L1TY TO THE INSTA11ATi0N, FRAME WITH s~ ~ 4 WOOD on the roadwoy construction sheet. i i ~ I W ,.r
~ STRIPS AROUND CREST DF THE OVERFLOW AREA AT A MAX. Of . , . EET ABOVE THE _ DROP +NLET CREST.
~ ~ L~ ~T~~ ~ ~ 6 MACE BOT10M f? INCHES OF THE FABRIC 1N A TRENCH AND BACKFiI i THE n?ENCH FES SIZE W1 W2 m
~ ? W'TH AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOl1. V!~ ~ ' FASTEN FABR+C SECURELY GNTO THE STAKES AND FRAME JOINTS MUST BE OVERLAPPED 18° 3• 5~ > .~i ; :.a I ~I i~~ r,.
~ ~ _ r0 THE ,NEXT STAKE ~ 8 THE .OP OF THE FRAME AN~ -ABRIC MLS( BE WELL BELOW THE oR.UND E(EVA`ION 24° 4~ 6 ~ 'u' C,`+ ~ ~ I -
~ DOWNStOPf FROM THE DRU. +NLET TO KfEP RUNOFF FROM BYPASSING TH£ +NLfT !T _ I . i
~ ~ ~ MAY BE NECESSARY TO BUILD A TEMPORAPY DIKE ON THE DOWNSLOPE SIDE OF THE - ~ A~j~Ay ~/\~j srRUCTURE 30° 5 7 5 n~Qif~~ L(i~„
~ ,
~ ~~nrnrrrnrnnrr•r. 36 6 9
N vnnv L. vn V! L. 3 SECTION "X - X" o ~s
INSPECT INE FABRIC BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. REMOVE
° SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME T') FOR THE NEXT RAIN TAKE. CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC DURING 0) 0~0.1 ~~0)cJo 0 V
SEDIMENT REMOVAL. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY a STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF Cc oa yr
p THEM PROPERLY BRING THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND STRUCTURE LI7ATI N c. o SMDOTN AND COMPACT IT APPRUPRfATftY STABILIZE ALL BARE AREAS AROUND r .Hf lN1F7 OUTLET STABL u
w TaZM(ID
NOT TO SCALE s
TEMPORARY DROP INLET PROTECTION e C
VAT TO SCALE
T

- _ - ~+,y~-
- VOLUME C.f ' ! MiN. DIMENSION* T M1N. wE,IR LENGTH DEPTH ' TRAP N0. _ -
1 4 590 31 X 31' 8 5 AREA UNDER EY94+KUENT SHALT. BE CLEARED. GRUBBED, AHD - - - ' ~ F7 ~F7, SPILEWAY DESIGN PER N.L. EROSION - THE POOL AREA SHALL BE CLEAttED AREG. GRUBBED, AND STRIPPED OF AN? VEGETATION AN6 NOU' AU'
cT - - AND SEDIMENT CONTROL P1ANNING 2 1,012 15' X 15'_ 4 _ 5 AND DESIGN MANUAL TABLE 6.600. z. THE Flu MATntu1 FDR THE EMBARKMENT SHALL BE FREE of R SHALL BE FREE OF ROOTS OR OTHER WOODY vECE1AIrcIN ~ WEtl
4 F7. 5 FT. e~E c~oMa~AZCT~ED ~ v w~EOUw~N WHINE ~I~NC o MATERIA! OR OTHER OBJECTIONABLE. MATFRW.. THE EAIFV~NKMEN? SHAH WMENT WHNf BEING CONSTRUCTED. SPILLWAYS SHOUIb NO' BE ~
3 765 13 X 13 _ _ _ --1-- ~ ~ 5 ~ CONSTRUCTED 1HRWCH FILL SECT,ONS. TOP OF BERM RESTORED i0 ITS OF;IGINAi DNAENSIONS WHEN THE SEDIMENT HAS ACCUMUUTED ~ '
_ 4 _ 1,080 15' X 5 _ 3 SEGMENT MALL BE AND TRAP RESTORED i0 ITS ORIC ,j,3~ X.33' _8 ~ 5 ~ TO ONE-FiAlf THE DESN)N DEP~EF THE TRAP. REMCNED SEE E TRPP. REM(NED SEDIMENT SHAIi 8E DEPOSITED IN A SUr1ABLE AREA IN SUCH ELEV- = 58O ~5
5 5,355_ A MANNER nu `11tUnnutlr,/ M;N RAIN ANO REPNRS MADE AS NECESSAR' - _
23 X 23 6 ~ 5 f~T! A THE 1RAP SMALL eE INSPECTED AFTER EACN RAIN ANO REPNRS b 2,497 _ --L RIED ouT IN wcEl A RUNNER THAT EROSroN M!D WATEk ~~_~uTIDN is MINIMIzED INVERT ELE;A~i~ON = 579.25
~ 7 2,745 24' X 24' 6 Fr. 5 -f7. s. cONSTAUCTIOH a~R,vaN srwLL sE cu+RIED ouT IN such A w - ~ 5 ~ 6. ALL CUT AND FlLL SLOPES SHALL BE 2:1 OR FLATTER. - ~ '
8 2 520 23 X 23 _ _ ___._1 7 IF SEDMTENT BASIN IS IN USE 30 G1YS OR LONGER, EM&WKME )R LONGER, EM&WKMENTS SHOULD BE SEEDED Ok OTHFuWSE PROPEkLY SiABIUZEC ' M2 FOR ILLUSiRATNE PURPOSES ONLY, WD MAY BE CUNSTRUf TED IN ANY SHAPE '
11' X 17 4 FT. 5 F1, ~ STORAGE AREA IS SHOWN AS RECTPHCULAR FOR ILLUSTRAINE P 9 1,350 6 rrT. 5 f7. PROVNTED THE MMMAUM STORAGE VOLUME REQUIREMEM 5 MET. IRELIEM 5 MET. THE BASIN SHOULD ALSO EfE ORIENTED SUCH iHA7 THE ~ ~ ' . . 'D _ REW if _ - w is N ARE ON OPPOSEfE ENDS ON THE LONGER BASIN lNMENSIONS. ~ ? ~ , D SEDIMEM
10 2 475 23' X 23' FlL,£R Nro THE wm+ FLOW of WATER AND ~GMa+r N+E oN DF SiOFJGE VOLUME PER OENUOED ACRE- RECOMMCNDE?? STORAGE IS 1806 CUBIC ~ ;Er c
1 1 1 710 19 X 19 4 ~ 5 ~ ~ FEET ICE STORAGEFPER IACRE COFBIDRNNAGE ARFA~ VOLUME ;E AREA 1Y 1S Tp 8E 9~15ED ON A SO YEAH STORM.
10. THE LENGTH OF THE EMERGENCY SPILLWAY IS TO 8E BASED ON 22' X 22' ---t--- 6 FTC. 5 F7. 12 2 250 - - - ~ T RAPNY ALLOWS, THE BASIN LENGTH SHOULD B SIN LENGTH SHOULD BE iWH;E (2X) THE BASIN WIDTH, T6 aLl(YW SETTLING BAFFEES r+++! I~~tvv
i 3 292 8' X 8 4 FT, 5 f7 „ WHENEVER oPOG SHOULD BE PROVIDED IN THE BASIN WHERE TNF LENGTH IS LE: iRE 7HE LENGTH IS LESS THAN TWICE THE WIDTH Ail SEDIAffNT BASINS AT THE LOw POINT iN THE BASIN ?aF STAKES sHAIL BE MARNEC
14 3,168 25' X 25' 6 F?. .I 5 f7 I ,z c~T+ouT sTnxis SHALL eE PLACED IN Au sEa?~Nr arsNas ~ SHOWING n+E W11F FULL, cLEANOLTT PoNrT, of THE BASIN. 8 - 8, X 8' 4 F7. 5 f7 I NT, OF THE BASIN. ~
15 2B _ ,3 SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUI~ kL SED ACED AROUND kL SEDIMENT BASINS ~ ~ AY D ETAI L N Y SPILLW M RGE C EE
16 306 8' X 8' Q F? I 5 f7 FOR DESIGN Of RISER TYPE SEGMENT BASINS, REFER TO THE HEALTH, AND NATURAL RESOURCES, FiNISIDN AuD ~I1IM_FNT CO - t-- AStNS, REFER TO THE NORTH CAROl1NA DEPAFfMENT OF ENWkONMFN., ;i U~~ ~i~ ,~~t~ t '
17 _ _ 252 7' X 7' Q ~ 5 ~ _ ACCUMUUTED SEDIMENT SHALL BE REMOVED WHEN THE SEIAME VED WHEN THE SEDIMENT VOLUME STORED REDUCES THE t0*ni BASIN STORAGE ~ACf1Y. REMOVED SEDIMENT SHN.E BE DEPOSITED IN A SUITABLE AREA RT SUCH
18 1 170 15' X 15 ~ 4 f7. 5 FT. vaunt: ro oNF-HALF THE oR~e+AL crPACm REMOVED sEa , A Mp~pIFR THAT iT WILL NOT ERODE. I~
19 270 8 X B " ~ 5 FT ,5. THE BASIN SNNL BE INSPECTED NiER EACH RAIN AND REPNR F/VCN RNN AND REPNRS MADE AS NECESSARY. I OR FLITTER i I '
- - 4 f l 5 F7 ALL CUT AHD FlLL SLOPES SHNl 8E 21 OR Fu 20 _ 36Q 9~ X 9~_---' CONSTRUCTION SPECIFfCATiONS: EMBArxMENTS sHAU BE SEEDED oR oTHEavnsE sTAeIUZED EMI HERWISE STABIIJZED iMMEUWTEIY UPON COMPE.ETiON
10 ~ X 10' ~ 4 ~ 15 FT. , s CLEAN ouT sT,ixES sNUL BE PucED IN ALL SEGMENT eAS~+s 21 468 ~ ALL SEDIMENT BASINS AT THE lOw POINT ~N THE BASIN `HE STAxE SHALL BE V OUT POINT, IN THE BASIN - - I. ~ '
4 FT 15 F-T f CLEAR, GRI18, AND STRIP THE ARFa UNDER THE EMBANKMENT OF ALt VEGETATION ANO rAAHKm sHO+wNG THE w~LF Fuu. cLFaH ouT PaN . IN _ 22 252___ ~ x___,.___--_ - _ ~ ROCT MAT. REMOVE ALL SURFACE SOfI CONTAINING HIGH AMOUNTS OF ORGANIC MATTER ENGINEER To ocslGN voLUME of BASIN IN AccoRwHCE Wrn+ - - 13' X 13~ I 4 15 ~ AND STOCKPILE OR DISPOSE OF IT PROPERLY HAUL ALC OBJECTIONABLE MATERAL TO HEALTH AND NATURAL RESOURCES, FliosKlN AND s~GUETNT Cot IN ACCORDANCE WfTH THE NORTH CAkOLJNA DEPARTMEM ti! ENVIRONMEN' ~~-_~(~]$QL-.I?I WNING ~tfQ. DESIGN MANUF„ ,i L. I.
I~
23 -.._._..__792_..------ ' _ _ i 11 ~ X 11 ~ I 4 FT 5 PT i THE DESIGNATED DISPOSAL AREA. ____(_.---.--a Y VEGETATION i ' ~ I I
_ _ __-630 - I ~ 10' X 10' ~ ~ F>-. 15 7 E"NSURE THAi FlLL MATERIAL FOR THE EMBANKMENT 15 FREE OF ROOTS, W000 ~5 I 504
_ ~ . - JRGANIC MATTER, ANG OTN,ER OBJECTIONABLE MATERAAL PLACE THE Fill 1N LLFTS NOT TO 2b I 1,116 1 ~ X 10 4 ~ ~ ~ 4 ~ 1 HES AND MACHINE COMPACT IT OVER F1ll THE EMBWKMENT 6 INCHES r0 I I
L _ --1------- _ 1---- - - - _ EXCEED 9 NC ALLOW FOR SETTLEMENT
3. EONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION
* DIMENSlUNS 1G' BE Ar BETWEEN THE RIPIRAP AND THE SOIL fROM PiP!NG BY USING FIVER FABRIC OR A KEYWAY WA,.HE(? : ~'NE
INVERT ELEVA>iCIN (TYP. j CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE SOIL ~r'LACE THE FILTER FABRIC BETWEEN RIPRAP AND SOLI. EXTEND THE FABRIC ACROSS > I~ , 'OP OF BERM = `h~:i~5~
SPILLWAY FOUNDATION ANO SIDES TO THE TOP OF THE DAM; OR ,r rMERGENCT SF~~L~~ N'~ - 5?9 Z5
' EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE SPILLWAY FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT F i_ i r- t_. ' li 5EDlf~IENi ~ L a n -
5' MIN. ~ LEAST 2 FEET DEEP AND 2 FEET WIDE WITH i I SiDE SLOPES. - ~ - ~I ~ I I I I-- ~ I~ ST1~RA~E ZONE 'I i n ~ ~
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO -III-- _ _ i.- ~t~w I ~ ~ ~n $Q N 18" CORRIGATED ME~Ai. PIPE ~-j~• ~ ~ I
FACILITATE SEDIMENT CLEANOUT. T , z ~'~r ~ C~ 3.75 (OUTLE~ !N`~ - O~~ N; h'NL fil "''M ~ L
1 " [AVER OF 1 /2 "-1/4 " - ~ AGGREGATE Tn i 5. Atl CUT AND FILL SLOPES ARE TO BE 2:1 OR rGITTER - I l i l i-' i--- ~
` i- ~ -2.1 SIDE SLOPE I - I _ _ _ l - (D'ptCAL) ~ ? ?}{qi THE STONE DRAINAGE SECTION OF THE EMBANKMENT HAS A MINIMUM I ?9~ ~IAXIMuM SEDIMEN? DEpTFI
~ _ ~ 6. ENSURE ( ) i'i a INTT - fi~,E~ FABRIC BE~~tiE~-N ~If' iCl_EAN 0., 0 ~If.r~pp :ILTER ANl? SUi;
I--- ~ 1- 1- ~nl;~ WIDTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM OF . - ; I-_~ _ ~ f1LTER FABRIC BE7WEEN I 1HE SPILLWAY SECTON. 4NTi-SEEP ~ I
I -I I I-I - ' RIPRAP ROCK AND SOIL OLLAR ' ~ i ,LASS RIF RAC
~~i ~ ~ - ~ I I --~1 I - ?CONSTRUCT THE MINIMUM ffNiSHEO STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE ~ ~I ~ i I I ---I I - . - - ~ ' ' _ PUNS WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP Of THE OVER RCLED EMBWKMENT.
~ ~ -I I I I_- I - I- I i - ~ I _ _ OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF I I ~ I I i . _ _ _ ~ _ _ _ K P THE THICKNESS I I _ ~ I EE -0R GRADItiI ~tE. l~r1L ~ ~ I:;~NTROL P~~..4fv' ~I
~-I - - ~ - _ ' ~ i I i:_ - I - Ili ~---_L ~ = I - I - - - 21'. WEIR MUST BE LEVEL AND CONSTRUCTED TO CRAD£ TO ASSURE DESIGN CAPACITY. I .Ili I I . , 1I , ,II_ _I __,,__,II-II. I ~ i~. III III ~ , III III iII III III II
( ' I' ~ ~ I R USED M THE STONE SECTION SHOULD BE A WELL-GRADED MIXTURE OF STONE MATERIAL
~ WITH A d50 SEZE OF 9 INCHES (CLASS 8 EROSION CONTROL STONE TO BE USED) ANO A IATURAt GROUND - ~;I- MAXIMUM STONE SiZE OF 14 INCHES. THE STUNE MAY Bf MACHINE PLACE AND THE
S,~NL SEC. ~.ti SMALLER STONES WORKED INTO THE VOIDS. 5r[,NES SHOULD BE HARD, ANGULAR,
AND BE HIGHLY WEATHER-RESISTANT ASIN TB IMEN ED RY S
9- ENSURE THAT THE STONE SPILLWAY OUTLET SE('RON EXTENDS DOWNSTREAM PAST THE TOE PORA TEM
OF TH£ EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTtf? VELOCITY iS tAiERCENCY BY-PASS 6" BELOW ACCEPTABLE FOR RECEMNG STREAM. KEEP EUGES OF FHE STONE OUTLET SEL'TiON FLUSH Iti.T s :E ~n~i I I
WITH SURROUNDING GROUND AND SHAPE THE CENTER TO CONFINE THE OUTFLOW STREAM THE SETTLED i0P Of DAM , i
AVER FABRLC BfiWEEN OVERFILL 6' FOR _ ~ ~
RIPRAP ROCK AND SDI[ ~ SETTLEMENT ~ 10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO THAT
SEE CHART \ FLOW WILL NOT pAMAGE THE EMBANKMENT. FiL(- ~ - OR MINIMUM ~ ~-2.; SLOE SLOPE
11. STABILIZE THE EMBANKMENT AND All DISTURBED AREAS ABOVE THE SEDIMENT POOL AND ' (MAX 1
_ _ DOWNSTREAM FROM THE TRAP IMMEDIATELY AF1ER CONSTRUCiION. -4- - - - _ ~ - - - _ -
_i , ~ I _ _ _ - ~ _ _ = I
z - - - I - I -I MAINTENANCE: - I _ _ ~ = i-I I_? - _ - _ -
~n ~ ~ - - - I = --I ~ I INSPECT TEMPORARY SEDLMENr TR~4P5 AF(EH EACH PERl00 OF SIGNIFLCANT RALNFAll. - I I III-III- - ~ 3' MpV. - ~ , - I ITS RiCINAI JIMEMSIONS WHEN THE SEDIMENT _ _ - - - _ I I --III- REMOVE SEDIMENT AND RESTORE THE TRAP O 0
- i-I _ f ~ 1 ~ i- ,I I 1 P I --I I N - F THE DESIGN DE TH OF THE TRAP PLACE THE SEDIMENT I - I I A UMUTATED TO 0 E HAL I - - _ _ , HAS CC
_'I I I ! I__ ~ ~ _ ~ I ~ _I I ~ _I ~ I ' I I THAT I$ REMOVED LN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMiNAIED PAX. ~ ~ , ~ _ :---I . i ( ~ r ~ N R PiPiNG. I_ , ~ I 1 ~ _ I ~ _ _ _ _I OF THE GRAVEL FACING. CHECX TNf STRCU. L!RI FOR DAMAGE FROM ~RO510 0
~ ~ AY T ENSURE IT 1S A. MINIMUM OF L5
NATURAL GROUND? 1'1 SLOE SLOPE (MAX.) PERIODICALLY CHECX THE DEPTH OF THE SPiLLw O • FEET BELOW THE LOW POINT OF THE EMBM'KMi M: IMMEDIATELY FILL ANY SETTLEMENT OF vJ c TC F+ sNUUCJ ,-iAVE ~ ,tiC ''uD;NA;. Si 0~'t C~~ ' L
,_r _ ,_,T THE EM(ANKMENT TO SLIGHTLY ABOVE THE DE`~IC.N GRADE ANY RIPRAF DISPLACED FROM THE I ,~1N( SL ~ ' 1ON SPILLWAY' MUST EIf REPLACED IMMEDIATELY A/ . ER ALC SEDIMENT-PRODUCING AREAS HAVE SEA ~GNA..i_. St~DiNG MiXi!JR[S n a„ ~~.ATt. ~ aPr'L cg1_(n~
BEEN PERMANENTLY STABILIZED, REMOVE THE siRUCTURE AND ACL UNSTABLE SEDIMENT L_~
SMOOTH THE AREA TO BLEND WITH THE ADJOINrNG AREAS AND STABILIZE PROPERLY y' ANkA Seowne ~Er:P~i~ny mlxtwes arv ~Otes + ;~t~~~r shah t'~ as fo+lows '?tt'S :!(e 'r OW D15rURHEL- pounds ;;Rr 1000 square feet y ~ r n , Y w.r~, p e,~ ~r, _4,r~nn
COMPACTED Seed FicJ w~~r ~ nL~ht (J( wc7 Or St 7'~ r v, IYw w ~^7 I i'I i ~ the .Pq~„~,,, pe~~ 'q r ~wr~; 1 ~ ,r r~ ~ a~r a c .
NT TRAP ~ ~ SOi% TEMPORARY SEDIME i _:.i i ~ - ; _ I , i ~ ~ i i _ i.., ~ , ~ r + + ~hP ~~iJ+E i;.~~ F ~7 'i+'P-B' it :~(Su0° +t' ~ 7 P ~S _~h ~ _ I ~ ~ ~ _ ~ ~s af~:e ~e eale~eo oy y
~ ~ , - I + , - ~ ~tl E ~ rho,. ,~r~+ ,~f..w,Tv Yr~i~ L'P, t PO~P'7 ''kB P,,"(]DirS,h01 JCw(S f , D' ,MIIV ~ D(i. ~es L,~' s r., ,~+,pes, seeC _
l ' i - 1 i `~I i ~i- 1~ ~r- , ~ - ~ - ~I I E I i , ~
I--{ i f--~ I _I I- ~ I I
NATURAL GROUND
MAIN'4iNf C iAWNS ` 6 Kertu!'kr ~c~scue Nn iI
Z ~ Rye ,>>o'o
'00~:^Ie
COtd ~TRUC'T10N SPEClf'C iION Sr'EC!f CA ~~Nti: p ;w~,C;,' ,~;,n )rP
IJN;Mi'ROVEL AR'AS
i- REMOVE ANU PROPERLY u NU PROPERTY DISPOSE OF AC1 I~R{E s~~~5t, i'UMPS AN!! i.''ut~ 7B~F<''Ut;Al3f ~41A7L",R'AI_ 4 N Ken',uckr 'PS'+,e No j'
FILL AND CJM,~ACl TO NAI~U ~ T 1~•'q i, a, i nI ~('ait- r r, A.(i :C T4~~; 'yY'.1 ~F !'Rr ~jF-^ 2 Ry, ',~0 I~rACT, ; 0 NAB u_A( .>RUJN;, t ~ EL _ , A,-,_ J , ~ _ , , l~ ~ ~P. (ti~~l e( ,4 1~1 !I~~
AY MACHINERY.
- USED SC150 NORTH AMERICAN GREEN LINER ~~k '~;,pPr;,h,,~c~~ate
ENSURE THAT THE CONS TI T ~ ~ 'T~ HAr lHE "ONSTRUI "Fu CROSS SFCI'~r~r~ t't?: A,+ GEC+('"i N~(~LN~rt~f~ti..~ ~.ar y f~ ~ Fi,, ~ i<< r ~~'N~Mr'ROVEG ARLAY~ i(~'t`> ~;k1_,A!E , ~ . ~ T AR.
2 N ~
3. Ai ~ DITCHES SHOULD BE 'ES SHOULD k3E MA 'NrhJE COMT'AC%fD 4 ~r_+~E e+: espeaez _ c ~ I've ,ra
i' ;--NATURAL GRADE I iu ~ e,, I,rF~, ~ '0
4 ENSURE THAT THE J-- ' HAT TyE 'L~~:;)F ?hE r)ITCFt iS N'(,1 ~ , W:_'~' A' APJ"' P(i "lT rHr7h Th'~ ;>E a ,"v 'Lt t/AI Oh FLOC' ~0 k . -r
i ~ THE SPECiTIED SETTtEMFN:' . I D SErrtEMfh'r AF7Eh' ;T HAS BEEN (~Iti+'a'TE6'
EHF'~AGr ~ iHL(':
5. CEA'VE SUTFlC1ENT AREA A - pFlC1ENT AR'FA ArOPJ6 ~Hf. Dr]CH TG +'1 ~~!,J!'~ MA; TINE Rt r,~'Ai)I'v; A'~"D ! AhvUU( _ MAih'.'ArNEi.' A'~;ti,,; I
i, Nr?uCke ~escue No i1 _
~ ~ E IMMEDIATELY SEED ANT; AT - _ _ Y SFF~ AN`) b~Ut,~r ?%+f !l!r~'1J AF7!i, < ,',i~~tirp~Tl rlr~, 4rC' ,'A9~iiclt 1, ~I.~W "'DP'rrl,'S "v if j/ ^'r+ ;er r L J,
ACGOROANCE WiTN DESIGN N WiTH DESJGN kEQi~I~'EMENTS a NTl,~ pn,,~+e
s _ _ _ ---GRASS l WED BOTTOM , ~'.IM r~?Vt 7 '
AFL JIT~,HL SH(,~,,_~ :,AL +C'~ SH(?C; J hAt'E I'(~S'TNE GRADE Ear l VC ~t~ ~EO,A~If ^'HL ',Nr, FAr ~ 'r4:~~ y F ~ n e^tu. ~ esc~e ~i ~
AND SIDE. SLi?PE n ~,i,a.j(.T~s (Mav ~~Te, -~r,yl t
MA!TJTE_NANCE: ~E: ''il ~ _,~,,e ~
a ,~,,~L,, r,s„r. ire
v INSPECT PERiME-TER D+1Cr Oh T '?II',Y+ ONCE A WEEK AND Af 7r ti =VE?zY R.glNfA(-,. iMMEi)~Q I F; Y i', M >VE~ 5. ,`11ME'V J t F'(?M ~ UETEB L ~
m ~'[~i 1O~ ?.(1' 4 THE FLJW AREA AND REPAIk' EA AND REPAIk' 'HE i)ITCH %'HECk" ~u +~r~ AP~lU MA,Kk 'JMftY ~Er'AI,RY 45 NEi I? s!
`'r ~~G~' ~ O ~.O' .,j AVON' ~v, t ~ Fi)RMATiON. L1'f f-ORMATiON. WHEN TNF AREA AB01/E TEMPORARY rFi71,METf+ 7 rl;r 'S r~E~PMAhF'v~~L`" > a~I <'Yl%~ = ri A -
FlLL ANE SI•AE3l!iZE THE CHAP ~lr' iH CHA~I~NEL i'Q BLE,ND W11h1 rHF N,a'.~NA; )!,'NFA('E n".MAi.~(~.S ~ 3~'iE~I k )N?~_/."On; ' P,+ZE. E ~ , z
I~~..~ '8 U..7,3~ ~ OR O1NER ACT1V-?'~ SHOULI f 'T1Vr,''~ SHOU!u BE ~EFAI'NEL) NEFCRF ~ ; "f;;l (iF <<A%'+ WORK'"vG ~IA+ < tY
;u _ - ~ ~
PDµ 0' 0 ?5' ?4
~rr~ Ar~~r~ A n~ ,r,,.r,. n.. nr-nF? ~rT-rn nn ~rn~ln~i c~E~rn ~ ~ c~~ni~ir_ C(`NF~fI~ ~
1 3 5 t 5 i LMr'uKHK IF-'UKAKY t''LKIMLI LK UIVLKJIUIN DVVi LC >LLVIIVV
- 4j t
24 3
ti
L? i
O PERMANENT D RAI NAG E DITCH DETAIL L W MM IY; CG
3 ~ ~ x
V I c N ~ a
7 i,j