20061347 Ver 1_Site Plan_20061010

n ~ UNE DISTURBED AREA BELOW LEV~'L ADJUSTABLE wE1R PLATE (TO
SPREADER WJTH NORTH AMERICAN a oQ FLDW HA ~ C NNEL)
GREEN SC250 TURF REINFORCING MAT a aQ a' a a~ A ~ r1 ~
L~.~~ 8 2: J MAX SLOPE LE LEVEL SPREADER ELEYAAON A fLEVADON B LEVft :iPREADfR NUMBER OF 4" LEN6FlT OF LEVEL
3'X3' INSIDE PRECAST CONCRETE BOX NL NUMBER (ASSUMED) CREST OPEN/N6S SPREADER
CREST OF LEVEL ~ SPREADER TD BE I , ~ I
4 DIAMETER OPENINGS TO LEVEL T 0~ GRADE ~ 100.00 101.20 101.00 3 75
p j~. S READER (SEE SCHEDULE FOR OF ~ ~ 2 2 100.00 101.16 101.00 Z
3' MIN, N~DTH r ~,r OPENINGS 1. /r1~ i
3 100.00 101.13 101.00 2 q5 rw
~ 4 100.00 101.35 701.00 3 1Q5
I MIN P/PE FROM FOREBAY NOTE• 5TEEL PLA TE TO HAVE DEPTH AN VI W SLOTTED HOLES TO ALLOW FOR PL E
ADJUSTMENT
CONCRETE LEVEL 'READER T " ADJUS ABLE WEIR PLATE (1f4 STEEL, 5EE ENLARGEMENT FOR DIMENSIONS ~ "
(SECURE WITH 2 - t f2 STAINLESS 4 DIAMETER OPENINGS STEEL ANCHOR BOLTS) TO LEVEL SPREADER
(ow
6"
1' , 3 LF CLASS B RIP RAP E O U
A.° AT OVERFLOW OUILET ELEVATI N X36" ' 0 B FILTER FABRIC UNDER = r`
r ~ ~ ~ i • • ? ~ RIP RAP, UNE d ~
4 ELEVATION A Q ~ I Oda DSTURBED CHANNEL
~.,~C BELOW R/P RAP KITH 2 ~ ~ PYRAMAT Q ° CD ab-
z
SIGN A-A ON sEC B B
~rcD•$.~ o(o z
21CD-8.'1 LEVEL. $PREADER CRC}$S SECTION w ~
NOT TO SCALE LEVEL. $PREADER $PLITTER NOT TO SCALE -c x
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~ yM L.
00
f. THE RECElNNC ARfA BELOW TH£ LEVEL SPREADER FNLL BE PROTECTED FRpM HARA4 1. AFTER CONS7RUCAON AND UN7/L VEGETA710N HAS BEEN ESTA&lSHED, LEVEL SPREADERS WILL m w CA W 4W
DURING CONS7RUC710N. B£ INSPF.CIEO AFTER EVERY RA/NFALL. TH£REAFIER, LEVFL SPREADERS {NLL Bf INSPECTED AT Z
FOREBAY, 2' DEEP, 2' N9DE X 4' LONG BOTTOM MIN. LfAS7 EVFRY MONTH AND MORE FREOUfNTLY DUR/NC 7Hf FALL SEASON AND AFTER H£AW 2. AI/NOR 0157RUBE0 AREAS WILL f STABlUZED {ff7H NEGATIVE A1~fAS!lRES. TH£ 4" FA/NFALL EVENTS W CL
SIMILAR TO NCDOT TYPE B 5/L T BASIN T OP OF DITCH TO BE A MINIMUM OF DIAMETER OPEN/N6S TO 1HE LFbfL SPREADER INLL 8£ BLOCKED UNAL 7NE C£V~L A. AC~:YJA/ULA7F0 S£D!M£NT, LEAVE'S AND TRASH SHALL B£ REMOVED AND REPAIRS MADE
6" ABOVE THE OUTLET PIPE SPREADER lS COAfPLETED AND AREA BELOW HAS BEEN £STABLl574E0. !F REWIRED.
GROOVE END OF PIPE PRO,~'CTTNG B. INSPECT LfVEi TREADERS FOR EVIDENCE ~ SCIX/R, UNOERCUT7INC, SET7LEMFJVT OF THE 3. LEVFL SPREADERS ARE TO BL£NO SM001HLY 1NT0 THE 0014NSTR£AN REgfV/NG AREA SR7UCRJRE, AND CQNCEN7RA1ED (LOWS DONIVHILL FROAf THE LfVFL SPREADER.
I SLF 18" RCP AT 1~' MIN; GRADE FROM F R TOP OF DITCH WITHOUT ANY SHARP DROPS OR IRREWLARi71fS, TO AVO10 CHANNfUZA1/ON, C. A (.EVEL ELEVATION SHALL BE MAINTAINED ACROSS 7EH ENTIRE FLOW-SPREADING
0 EBAY TO SPUTTER BOX FOREBAY R/RBIUZAAOA; AND HYDRAULIC °N1MPS°. S7RUC1URf AT ALL TIMES REPAIR ~ REPLACE THE LEVFL SPREADER lF !T 1S DAMA6f0.
4" OIA. OPENINGS TO FEED LEVEL SPREADER ' 0. MObY VF6ETAAVf COVER TO A H£l6HT OF SlX (6) INCHES AND PRUNE PLANTS 1F THEY 4. LEVEL SPREADERS SHOULD BE C~YSTRUC7E0 ON UNO157URBEU SOIL NfIERE POSSIBLE. CDI~£R OVER HALF OF 7F/£ L£YE[. SPREADER SURFACE.
SPUTTER BOX ~ 5WALE TO CONVEY WATER FROM Sf'LIT7ER TO !F THE USE OF flLL lS UNAI~DABLE, lT SHALL Bf CONSIRUCTE77J~ OF MA1ERlAL REPA/R ERODED AREAS AND REPLACE/REPLANT DEAD ~ DAMAGED VEGETATION.
LEVEL SPREADER COMPACTED TO 95% OF STANDARD PROCTOR TEST LEVELS PRIOR TO SEEDING FOR THAT AREA N01 CONSIDERED THE SEEDBED. 2. THE CONTRACTOR Sf{OULD A1~010 TFff PtACEMfNT OF ANY MATER/AL OAt AND PREVFNT
BYPASS WEIR _ . _ . _ ,~\,r { _ _ . r ~r CONSTRUC710N 7RAFFlC ACROSS 7HF STRUCTURE. lF THE MEASURE IS DAMAGED BY
,,,,:~.;>rr,:,~,,?,~:,~ ar,,,•„>;, 4 LONG , 5. THE CREST OF THE LEVEL SPREADER WJ'LL BE CONSIRUC7E0 LEVEL ACROSS ITS CONSTRf~C11~V 7RAfFlG 1T SHALL BE REPAIRED IAfMED/A7ELY.
.xx~~ rr ~ ,`.,.r'>~'rr,.fi~-. WIDE, r °~'i i EN7/Af LENGTH. INSTALL WI7N A LEVEL /NSiURMENT.
~:'5~~! \ ,tt ``J4.. ~ ~.~,,r\h",hh ,i.. ~ ~ XrXn.~X..,h ~;yXXX ~,S.r(Y. ~i~/~~+\/,1 rr/ . v~'CX +(x v K ~~r x v x x" ° Y ~TC~ k `X ,~,~Y~/.; ~?",.'CX,Y,J`~h.XT'~~"•~x~.~x~`*": *.~~,'~v~".~"~.Xi,K. 3 INSPECT ANO RfPAlR TffE COLLECD~Y SY51E7t/ (£.C., CRTCH BASINS, P/PfS, SWALES, RlPRAP)
r.. .Cr.,R.).,~?, ~.,}.iti7~.~.~ ~~;s \ w. ,,r r V~ ! .,/~~,/t! ,r/.?r•/~'.) ,i Yi. v.7.. v: .Y.. ~.~,~~,.:.>~>CiCX:'~?".~,~?(. ~r~f ~~~,yv ~:{:~?~)'~rl'iti, / y\ ~ tip: ,~t,,'\\ ~~r fr. ! r , r Fa1R (4) AMES A YEAR TO MAINTAIN PROPER FUNCTION/NC.
CONCRETE APRON BELOW LE BOTTOM OF DITCH ~f~!i\~rr{rrr,;/'i,%~i~rrfirr`~i~~r 4. INSPECT FORfBAYS fDUR (4) TlMfS A YEAR FOR SEDIMENT ACCUMULATION. REMOVE SEDIMENT
LINE ALL SPREADER Is" RCP TO DISTURBED 3 LF CLASS BE RIP CONCRETE LEVEL SPREADER, SEE ONCE 1Nf FORfBAY IS ONE HALF (1/2) FULL OF SEDIMENT. LLM
RAP SPUTTER BOX PORTTONS OF AT OVERFLOW TABLE FOR LENGTH, CREST OF ~ OUTLET
BY! AS5 CHANNEL " SPREADER TO BE FLAT (IS rHicx~, uNE Wtrr~
WITH PYRAMAT FILTER FABRIC LINE DISTURBED AREA B FLOW LEVEL
SPREADER WITH NORTH AMERICAN
GREEN SC250 TURF REINFORCING MAT M co
31CDa3.1 41CD-8.1 a Z
TYPICAL LEVEL $RREADER LAYOUT 5 NoTTOSCAILE FOREBAY SECTION 5lCD-8.1 6/CD-8.1
nor To SCALE L NO 'LEVEL SPREADER CONSTRUCTION NOTES o,*„"". 'MAIN~TENAINCE REQUIREMENTS
CL
m m
PROPOSED ROAD a o
~ \/1ti-\r ~!.i~ i\.f~ \/r~. x:i„i `r~ ,,~"~~,~/:1%`~rli';r/?; :~~'/"i~j<<. ;~;li .
INVERT OF NATURAL PROPOSED CULVERT
STREAM BED ,~e~~lfitiliri~
CAR
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ti •
err rig// , .~i'~r/`r \ • r • SEAL. 2/892
\if?,,fa, / ' y ...tier\'/rt , tip` sr • ? 4 . 00
~!~t;/~~'~i ~ EX/STTNG GROUND
'~N P
rrrui~t.
t' MIN.
CULVERT INVERT
CULVERT WILL BE INSTALLED WTH 17S PRELIMINARY
INVERT A MINIMUM OF f' BELOW THE INVERT OF THE NATURAL STREAM BED NOT RELEASED
FOR CONSTRUCTION
7/CD-8..l
CULVERT INSTALLATION - AQUATIC PASSAGE Job Number: 0632
NOT TO JCKE
Checked SPB
Revisions 8/24/06
9/25/06
Sheet Title:
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DETAIL
I
:SHEE'T'
Sheet Number
UMIIIMMi ¦MA11111~1~114rY1~A~~ CD 8.l

FILTER FABRIC MDNSANTp BIDIM - C34 or EQUAL 5 ~
1 z• r~IN. MIN HDG WIRE, tC GAUGE MIN,, 4"x4" 1.5 Fi x~? r„~
SUPPpRT FENCING Ifs IBW CU FT ACRE ~
,y S fi STEEL PDSTS use FOR DRAINAGE AREA 2~ ~ S F1 aD ~ STEEP CUT OR FILL SLQPE S1E4 FEE POST
- AT 8 FEET Nor ExcEEaNG 5 (FIVE) Ac b ~ ca MAXIMUM SPACING SECTION WIRE FENCE
2 + BERM SW1tl. ~ STABILIZED ~ SEEDING , ACCaRaING TO 1RIANGLI: SPECIflCATfaNS. u~:,.
F14TER usE a~lv CAMP CROSS SECTION ACTpR Fq.l MATERW. FQR EARTH BERM. FABRIC 2;1 SLQPE (MAX) ~ TER FABRIC R .fit s~`~ FR.TER OF 1" ~ a~n:'~ ON GROUND IC t , DIAL EIER t
ry'e' M AS~t} _
DESIGN • aVERfllI 8 sEn~ED FaR sErr~EMENT • - ~ ormH RFILL 8 r wry tewpgw~mr sma~c BURY NRE SEI'TLE6IENT .~EC1'lCN uo ~oN ANp
TaP z1" ~ MIN ~ oa~raa. r~rnNc aQTH wt
' ~ ~ 1 ` FR EEBaARa . _
D~ I ~.~~'D°~ n I I- t•5 Fr ~t~° SEE PUW
1 ~ U D ,y ~ . , ~ ~ y MAX ~ ~ ~ r~ZS Q ~r~' g I sI.aPE MAX . ~N~xyy'
ba~'b .T.' p D cn (9 ~p~u`b~0 1~IASHED STpNE IN TRENCH y,~ i ^ ~ FlLTER I ac,~' ~¢='a~ UP 3' SLQPE TCE POSITIVE GRADE 1.0~ MAX. SiIT
h. t:t 51DE SLaPE AND 6 UP THE FACE DF SILT 4 Fi18RIC °~'~e~o ~a o MAX NATURAL . ~ FENCE ~ SILT f~ J/tJ J'~ r" rl f' ,~J r /d ~ f J ~ l' r ~
FENCE - CONTINUDUS• ~ ~ ° D n,y~~,, 6 TRENCH a ° 3 ~ cRa~No ~~JD~D . f' ,f f ,r r' .r ~i ~ J' J ° J"~/ f F FEft1iE t r` f iy SIDE SLOPES
a nD*~~,' MIN \ \ t ~ y '4 ~ w rya. ' w
c GRDUNII SURFA ~y-~ ? CE ? • of 4 .,4 `4„ ~ 'w. \ w. ti 'e, ~ ~ ak~:wr n~;ctit~ ru~xrvsaxiai + ~ ,A ~ . , ~ FRONT VIEW t- v _
" ~ ~ ` MIN ! ~PECr R~PORARY sEOwTrTr Haas Arran EACN ~ a
PDST ~ ~ Boa r P/YIVT'ALL. RDi04E SETNMENY AND RESTORE Trap TD R5 S DRIVEN wNrN THE SEDIMENt ww ACg1MUlATEp 10 ONE-rain R1E DESIGN DEani OF 1/rE TRAP. PUCE ~ A DE'51CNATEO DI51'05AI. AREA AND REPLACE iFIE CONTAANriATEO PART OF THE CRA4Er, fACllra. TFNT IS REMOVED M 1s• INTCJ GRCtUND 'S is ~ ~ z n or 04
Cr1ECK TFIE STRlICR1RE FOR DAwaBE FRDII EROSgN OR PIPpID. P~MDDICAIIY Crlk:Gt TFIE DEPTH OF 1ME SPVLLINIY TD ENSURE R OI' 1.~ fT 6ElaN RIE lOl? PONT Or D1E E1191lpgIENT; MNMDfAlE1.Y FX.t, APO' SETrLEMFNT Cf' 1rIE EM~QAtXtI' TD STJpRLY ~ A MNIIMAI STEEP PDP ~ 5RT CUT OR FILL, SLQPE BURY WIRE ~ ~ MUST BE U ~ v
CRAOE. ANY RIP RAN UISPIACEU FROM TrrE SPE1MaY MUST 8E OF~t REPUGED MrMIE't>ygAY. FENCE, FILTER ~ o~a+ AT LEAST 1 FABRIC AND ABOVE TILE TOP U '0
STABAIYE TFIE frA9A1NpAENT AND ALL DErIUrt1AE0 AREAS AV3DVE THE SEDNIFNT POOL AND OgIMISYRFYW FROM THE TFGP MArR;0Y1 Y ODr151RtICRON NRFI 5 TEL AFTER pF wp S HARWARE CLOTH PLAN VIEW IN TRENCH STD!„ FENCE p0"I, ' U? O d
11CD-S.Q FABRIC FLAP DN SET MAX. 2 APART' z -c
SILT' FEN TRENCH BDTTDM 2~CD-~. CE o Np7 TO TEMP 3JCD-8.d Q ©w z z
ORARY SEDIMENT T war ra I~AP scAUE TEMPORARY DI 4JCD-8.0 ~'ERStON DITCH
"orT° SILT FEH cE ouTI.ET >
wox r0 sc~ Q can ,c x
3 z a
E ETA„ Li~pT,~t~V EROSION CONTROL/CON5TRUCILON SE EN ~oN txxmtol, QLI CE
ROSION AND SEDIMENTATI ON CONTROL NOTES REMOVE OUTER (f0 ~ ~T'ALLED AS SNOMM LocATE 9EGDVND~ ~ ROLL v1rH STARTER SHEET. AND As a~ECT~n t>nr ENgt~ER, t. OBTWN LAND DISTURBING PERMIT FROM
PAYYEIIT TO ~ AT NCDENR. POST LAND DISTURBING PER 3, MAKE SURE NETTING APPEARS ON TOP OF THE THE tiNTT PRICE MIT AT THE SITE. BLANK>rT wiaai ~D, NorEt SEE NM(UFACT'URER'S wwpD w TIC r~pNTRLM,"~ z~
1. THE CONTRACTOR WILL ADHERE TO THE ERO 4, STAPLE >ILMi~T ~ t~G°11MFIEMDATD~ FOR 2. INSTALL SEGMENT AND EROSION CO CUREt,Y TO SOD. AS APPI.D?D, NTROL MEASURES AS SHOWN ON TWE PYRAMar DrsrL~,Arlan EKISTING PAVEMENT TO TWE PRO. APPROVED PLANS FROM TWE I~VO ~ POSED CULVERT AT STATION 3+27.50. 00 ID OF a. 'c co
SIGN AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE DRAWINGS. TO STATION 3+27 ~ CL.EAR AND GRUB AREA FROM STATION i~l~~3~t~:TI~l~ .50, INSTALL 120 CMP CUL 0+89.10 PR VERT AND ASSOCIATED FlLL., IMMEDIA 1 0+69.10 z
2. THE coNTRACTOR w OTECTlON AND SILT FENCE AT TOE OF TELY INSTALL DOWNSTREAM RIP RAP TWE EROSIOPI CI>PIrRQ. m.M+lr SlIgULD ~ nlsr ST FlLL SLOPE AND At~OVE PIPE ENDS. ALLED tJVEa A PROPERt.Y APLt:S WI~.L AFTER CLEARING AND PRIOR TO GRAD CULVERTS TO BE INSTAt.L.ED IMMEDIATELY PREPARED, FERrnIZED, AND SEEDED wHF~ 'I'FME ~MKEr Is LNG. wrn I RIP RAP MEUTATEC.Y a w fv W
ILL INSPECT ALL EROSION CON FA TROL DEVICES Li. WINTER SPRING TEMPORARY COVER WE AUGUST 15 - EKLY AND AFTER EVERY Mar 1 STORM. DEVICES WILL BE tX~Ol.LED, Ti~E NErrnaG .N.D ~ oN TIIP APPEAR AS A C4~ITACT wITN THE SOLI, ANn THE BLANKEt IN 'S° l7IV DICE 3. IN ovER THE ENTD~ ARELI. IT Is Nor STALL SEGMENT AND EROSWN CONTROL Z u
REPAIRED AS RE UIRE 0 D. Llme NECESSLIRE r0 OV~,p, DI6 CHECK SLOTS C MEASURES A5 SHOWN ON TWE PLANS . ANCHOR DITCHES, OR BURY L.EAR ANO GRUB AREA BEYOND CULVERT ! BEYOND TWE CULVERT INSTALLATION, rHr: ENDS aF Tip aLANKErs. NSTAlU1TION. STAL ATION. W a
10_1 - 100 Ibs/1000 sf 3. SEEDING AND REST a 10 Fertlllzer ABILIZATION OF DISTR USED AREAS MUST 25 Ibs 10o BE ACCOMPLISHED a / 0 sf PER THE. at Seed PLANS AND SPECIFI CATIONS WITHIN 10 CALA R THE. THE STAPLES SHOULD BE DRIVEN VERTICALLY DVTq T~ C>nOIND. 4. BEGIN UWD GSTURBING ACTNI'IY NEC
2 Ibs/loco sf NDER DAYS OF COMPLET Rye Groin Seed ION OF GRADING ON 1 Ibs 1 ANY OR ALL PORTIONS OF LNG ~.ar~cET SHALL BE STAPLED Ar EACH ESSARY'' TO CONSTRUCT THE PROPOSED ON EACH E11f~ AMD ALTERNATELY INSTALL. PERMANENT ER ROAD. AS coNSTRUCTTaN SPACED QSK)IV CO<VTROL DEVICES. F'ROGRIES.SES, DV THE CENTER aF EACH BLLVIKEr. USE A CONNON Row OF STAPLES DGRESSES.
Str w * / 000 sf THE PROJECT. a Mulch 100 Ibs/1000 sf SUMMER TEMPORARY COVER 4. ALL EROSION AND SED AT TtIE SEMI F"OaMED aY Tw0 ADJOD~tNG BLLNNtETS, usE FI]UR STAPLES • Ar THE ~GrN~ LwD ENn of EACH ItR.LWItEt 5. AFTER ROAD HAS BEEN GRADED AN
MAY 1 - IMENTATION CONTROL DEVI AUGUST 15 CES WILL BE MAINTAI NED UNTIL Llme PERMANENT GROUND D SHOULDERS HAVE BEEPI STABIU ~ ~ SEDIMENT TRAPS, CONSTRUCT REM011E SEDIMENT TRAPS. AFTER t.k1~El, SPREADERS. BLOCK QPENINGS REMOVING D~ DITCHES, THE BLANKET'S D ~ APPLIED DV THE DDtEC1'I(JrJ SPREADERS IN SIPLLTTER BOXES THAT R REMOVING
1 a0 Ib COVER HAS BEEN ESTABLISH 10-- - s/loco sf ED. AFTER THE GROU 10 10 Fertlllzer ND COVER t5 Ibs 100 HAS BEEN STABILIZED AL Brawn / O sf L TEMPORARY EROSION CO tap Mrflet Seed NTROL DEVICES WILL 8 UNITL ALL AREAS BELOW THEM WAVE B FEED THE LEVEL. of wArEa FLOW, BUTTED r AT ENDS MID sIDES AND sTAPLEn ~ F EEN STABILIZED, rN Pu?c~. w?i~N uStNG Two ~ Naas BLANKETS sinE BY srnE, m
1 E REMOVED Str * Ibs/1000 sf FROM THE PROJECT. ow Mulch 100 Ibs/1000 sf OVED NOt PLACE A SEMI FDRNED Br EDGES 6. INSP 4F An,IOD~arG BL.LHwcErs ~f ECT AND MAINTAIN THE 5EDlMENt C DIRECnY Dr TTBr CENTTOt L>F' THE VATER ONTROL DICES SO TWEY CONTiN FI,OM ,r RESPONSIBLE FOR EROSION CENITROI UE TO FUNCTJON PROPERLY, THE PERSON
SPRING FALL PERMANENT' COVER 5. ALL DITCH OR C MARCH 1 - HANNEL BANK PROTECTION WI Wilt- OVERSEE THE IN~''ECTiNG AND MAI SHOULD BE INSPECTED WEEKLY AND NTENANCE OF THESE GIIICES. MEASURES STAPLES SHOULD BE SPLICED NO MORE TRAM FOUR FEET APART DOwN AFTER A RAINFALL OF E PERSON AEASURES
APRIL 30 LL START AND STOP AT A STABILIZED POINT. AUGUST 16 -OCTOBER 31 Ti~E nF BLMNtEr, APPaDxawr MORE THAN 0.5 INCHES. :a ~O~NT. TELY 9Q TO 95 sTAPLES REQUIRED FOR EACH BLANKET. MUD AND
lime 10-10-10 Fe i i 100 Ibs/1000 sf rt I xer 25 I DE~iIS WrLL ~ KEPI' OFF THE PUBU THE SITE C STREETS AT AIL. TIMES. IF MUD AN sraPLES~ THE STAPLES SHAI,~. BE NADE pF viRE w~T , USE A SHOVt:Ly BROOM, OR POWER SWE D DEBRIS ARE TRACKED FROM (ED FROM
Irn raved Turf T bs/1000 sf P ype Fine Fescue Seed 8 Ibs 1 qR ~ ti, , A91 IN DIAMETTOi~ EPER TQ REMOVE IT IMMEDIATELY. SHAPED WITH LEGS 6 n>! LEt+~TH Min A I' CROwM. STAFIpARO sI1E AMD GLKIGE OF STAPLES usED wnl vARY wrni Srni. Ct11 T 1 8. SEEDING AN DITD7NS; D RESTABIUTATK)N OF DISTURBED AREAS M
Straw Mulch * /000 sf 100 Ibs/1000 sf THE STAPLES WITWIN 10 CALAN US'T ~ ACCOMl~.LSHED PER THE PtJIWS AN DRIVVEN vERTIC,AU,Y mro THE IiT~CRJND, SPLIt~D DER DAYS OF COMPLETION OF ANY OR D SPECIFICAITON5 ICA71ONS
SUMMER PERMANENT COVER APRILI -AUGUST 15 USE 4 STAPLES ACRD ALL LAND DISTURBING QPERAI1ONS. APPRITXtTIATELY Two ~ LD~Ai. YARDS APART, QN EACH SIDE, AND SS AT THE ONE ROw IH T'liE CENTER A~,TEariArq.Y SPACED ~ EACH SIDE: START OF EACH Rtlll AND CO 9. WWEP1 CON c6o sTAP~.ES iBr ELICN BLLWKET'>, NTINUE STl~JC1TON 15 Ct~IPLE TE AND ALL, 01
GRASS PLANTING DATE 1 2 ~ usE A COMMObi Row OF STAPLES TO STAPLE TF~ TEMPO STURBED AREAS WAVE BEN PERMANE aN ADJOINING BLMiKETS, H[~!T THE LENGTW RARY SEDIMENT CONTRt~. DEVICES, NTLY RESTABILIZED, REMOVE ALL AT 4 FT, REMOVE AND PROPERLY DISPOSE ~ INTERVALS FROM TWE DEVICES AND R~'AG ACCUMULATED SEDIMENT AND DEBRIS MOVE ALL
SEEDS 5PRlGS STOLON5 BERMUDAGRASS APRL-JULY 6/CD-S. 1-2 .75 3- Q LAZE AREAS DISTURI~D BY TWEIR REMOV AND APPRQVE THE REMOVAL OF AL. THE OWNER OR ENGINEER MUST BE NOTT ANY SEGMENT CONTROL DEVICES. FLED IEBRIS 3E NOTIFIED LL
5 BERMUDAGRASS(HYBRIq) APRL-JU Y EROSIO L - •75 NAND SEDIMENT CONT 0 3-5 NorroacA~e R L NOTES IN AREAS WITW HIGH WATER VEL[1CITY STAPLES SNNI]tt1LD BE DN FapT CENTERS 7rca-s.o
ARGINTINE BAHIAGRASS MARCH-JULY 5 - EROSI B/CD-8 OH CONTR L BLA
CENITPDEGRASS MA - RCN JULY .25-.50 .75 - ST.AUGISTINEGRASS ApRI - NOrTO HItET INSTAI~I.ATION EROSIO H CONTROLJCOHST
L JULY - 1.0 - TALI FESCUE SEPT.- SOT RUCTION SEQUEN CE
. OCT.15 6 - - ZOYSfAGRASS MAY-JULY .50-t.0 ,25 ~_5
50' MIN. .I~E$;
v ~ t . OPTIMUM DATE OF PLANTING. SEEDiN TH G BEYOND THESE DATES INCREASES E CHANCE OF FAILURE. 8UT 'SUFFICIENT TQ KEEP 1. PUT SILT ~ ~ ~ FENCE OR TREE F'RQTECTIgN FENCE UP ao
2. POUNgS P ER 1000 SQ.FT. TO ENSURE CONSTRUCTION ENTRANCE fs ~Q, DE LIP ;ED. RV
CONSTRUCTION NOTES . 2. IF CON5TRUCTKMi QN THE SfTES ARE . THE MUD IS THAT THAT 0 0)
3. BUSHELS PER 1000 SQ.FT. NOT REMOVED BY TH u-.;:~2 -3 STONE TO I3E i1~0'`:.:.s•~ LNG OVER E VEHICLE TRAVEL- EXI5TiNG '"y`~i,,,:, 18' OR WIQTH OF THE STONE, THEN THE TIRES QF TH ,,;..,,(SURGE STONE OR RAILROAD;,;; VEHICLES MUST BE W E TRAVEL- ~ z THE
Seedbed Pre aration• 1. KNOWN UNDERGRO RQAQWAY BALLAST) PROPOSED STREET, PU ASHEO BEFORE ENTERING THE ::r;', Wl'iICNEVER IS ~ ROAD. ~Nc THE IT
p Remave rocks, stum s ro UND UTILITIES ARE SHOWN N p . ats, ekc. A I lime and 0 THE DRAWINGS FOR then np the sail 4 to 6 inch PP Y fertdlzer INF es to mlx the nutrients in ORMATION PURPOSES to the soil and ONLY. ALL EXISTING UND „ " GREATER. C ° : ~ ` : ~ ` ~ 3. IF A PROJECT CONTINUES . , > ~ TO PULL MUD AND DEBRIS &W 116 ~ p 0 DEBRIS CL
to loosen and ro ERGROUND UTILITIES ughen It to recleve seed. MAY NOT BE SHOWN. IT WI LL BE THE RESPONSIBILITY OF THE CONTRACTOR . ON TO TH E PuBL~ ROAD Q , . ; ~ • .THE GOVERNING AIUTNORITy WILL CLEAN THE AREA AND INVOICE THE FiNANCGiLLY AUTHORITY ANCIALLY D
Seed Tem ora Cover to stabilize tem aro TO LOCATE AND VERI • sedlmentatlon control m FY THE DEPTH OF ALL U accam Lis ed, f I easures and other NOERGROUND UTILITI p p antra season Is na ES PRIOR L~. 50 PUBLIC R W RESPQNSIBLE PERSON AS INDICATED ON THE FINANCW. Q RESPONSIBILITY FORtuI, FINANCIAL >
9 suI able for Installation of ermnnent cover TO CONSTRUCTION. A Contractor shall install tem P ~ LL DAMAGED EXISTING UND ara cover suitable ERGROUND UTILITIE rY• for that seosan and res S permanent Toss at earlier ssI eed with WILL BE REPAIRED IMM 18 PAVED ROAD ~ ~ i
g po ble date. EDIATELY• ~ ~ CD = PLAN C Q 3
* Anchor s#raw mulch by apps in an as haft bin ALL WORK P Y 9 P der emulsion a# a rate of ERFORMEO ALONG STATE t o a?lans HIGHWAY RIGHTS-OF-W 5 ti 2 SF-9.5A I 5 C7 DITCH SHOULDER ASPHALT ~ 4 Q
per 1000 SF, or instoll 'ute 5 AY WILL BE DONE ~ paper or twine netting ar excelsior mats stak IN ACCORDANCE W raun ed to ITH THE RULES AND g d occardin to the man f REGULATIONS OF T g u octurer's instructions. HE BOARD OF T SHOULDER
RANSPORTATION FOUND IN THE PU BLICATION POLICIES A ND PROCEDURES F OR ACCOMMODATIN G ~TATfON ABC STONE
UTILITIES ON HIGHW AY RIGHTS-•OF--WAY PRO VIDED BY THE N.C.D..T 0 . DIVISION OF HIGHWAYS. ALL DIST ~ FT 1 4" PER FT 35' MIN. • r ~ PER EXISTING ROAD AY 15 tWN. N~ CONSTF;UCTIQN ~ W
URBED ROADWAYS SHOUL DERS, AND ROADS W ILL BE RECONSTRUCTED AC I~~II„ ;I'-"~~~ II. 1( ~i Ilt.-r!1' i~,:.e ,a 4. i t i ~ ~ii nl.,_it'~`_`l~i~..i~l'--~~I ~ 9!' Pli--lt~ ~,i 11~_-`Eh.i ~~I ~~~1~ ' fi !i l m~,~ J,~z~il;~f„l~I i~~~ ~t 1 .
CORDING TO N.C.D.O.T. ST ANDARDS. , ~ . s" ~ • aIIN. 12 MIN. ~`tttittlllit?t~~,t
CAR
FA~IC ur~ER STONE w • i
51CD-S.~ 9/CD ~8.0 Q' SEAL ti 40
SEEDING SCHEDULE CONST NUCTION NOTES M°*'ro NnTro ASS SEGT1pN 't ~1JCD-8A • r • 27892
ROAD CROSS SEC. ION 91JCD-8.Q aor ro sc~u~ ~~~rM.wM. r ...r _ _ °s i sr 01. NCB IRI~G 'o• v°
Mo=mr-vircA41mT %u MbTRUCTION ENTRANCE . 40
0 ~aaao~ettett ~r/z?~/oar
1 ^ Q o Tar OF FILL H TOP FILL S <-4 ' TOP OF PI!!
1.5 W / H (n - co M ~
MIN CLASS T RIP RAP(SEE SECTION THRU BASIN BE/` i I.. GROUND LINE O M GROUND LINE m CA _ 4 Q m,
~ SIG / R=50 -4 aNOUID LIME H a°ca ` " > r 7 -nr_ r=+r urr rrrr rr~u _ OCOOS "Ito Q • CL M- Q a = PRELIMINARY
WSO rn ~nrn~eicnrnr~ nr~^•trr~+r~rr R=35p S ° ~i +rr_ rrrrrr,T W ti. lit ?WET- fl W*ZEL .s
g ITN, w•, T CLASS 1 ,,RIP RAP HEADWALL C) O M f' r O.D. /£i RtS11. r n Mw vW - Y.D. r _ '~-r (il U L w'~? „ / Nat LESS TIWI 30 1-- JUL 0 _j =-z NOT RELEASED
. t., S PIPE r • : ''Ti r w!` tit : ~-1 - :a nr S W _ o FOR CONSTRUCTION 0
FILTER ~t:~~~-'. ~ -_i,~ ; F- fir' t r' t M rnr_~r ur M _ r'' r © Ofd'' (A 1 O.D. it rrr-rrr,ar = is arr~ Ma rM`rr-rt 2 W O 0.0.124 Will. ~ 0.0. ROCK -j - - S ,p r LESS THNI a r *.a. 112 am. - ~-W
FABRIC - ~ , , • . O.D. 4 Mar LESS THAIt 0" :p ',u=r,r~ r ,ru=n,r r8 + p EARTH Q D.D. a 4' AG OIRBCTlM aY am. 0.0. 1 LLI CL Job Number. 0632 uu 0
WA 5 t f Nt 5 r r TONE. 1 THICK X 3 HIGH MIN "MAGE IN. ~ o NORMAL EARTH FOUNDATION ROCK FOUNDATION c~ Drawn SCP
1 PIPE IN TREK TABLE MATERIAL FOUNDATION CH UNSUI TOP OF FILL TW OF FA Checked SPB
E 1 LEVATiON ~ ToP OF F7Lt Date 8/9/06
m Z Revisions 8/24/06
f / 1 C H H S ~ T . , _ MIN, 0 MIM. OX MUM. 0. . p 9/25/06 M
PERSPECTIVE VIEW (J I"" Q W MUM. OA MxN. 0.0. N Kill 0
No SCALE NOTE, GRAVEL & RIP RAP FALTER BERM BASIN DETAIL SROUND LINE R=25 co GROUND LIME r Z 4c ic No -1 ~ I.D. t W J
IS DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT DRAIN 10 ACRES OR LESS- M Z t !Elf
6" FLOW THICK LAYER OF R=35 , t-ur-nr_ R=35 ti. t, ur~,rr~u,~ G = C) m _ °r A ;r: M Q W Z`
3/4" STONE AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT (CUT, FILL, ETC.) FLOOD STORAGE 0 0.a. MR. =U 1 ..,,r lre Wl7 - o Na7 LESS nuM a" a.D. 0.0112 MIN. G MaT LESS Twm a' rt :r- W (I =t I~efi off 3~#lj sit b ° o.D. ROM o.D.124 ° 4 _ 0
ZONE RIP RAP HEADWALL FILTER. ~_y~st 7• MUM. --LAB DIRECTED wr Less THAN S" MYN. O.D. D.D. Will. D.D. sY ERS111MR N M' i 06
FABRIC L;N J< ,K (Nr ; t t n NATURAL „ > rt 24 MAX w -1 7e NORMAL EARTH FOUNDATION ROCK FOUNDATION ~ H H r ~ W IL ~E
g GROUND AT CENTER Ow Ow I UNSUITABLE MATERIAL FOUNDATION} IL rn Iwo o PIPE ABOVE GROUND 20 PAVEMENT
NOTE: fix. r{ r°, ~t 1 FILTER FABRIC k Y. r 4 CLASS 1 RIP-RAP DIMENSIONS ARE 1 Maas: P"l m As D OME LOCAL. tM7mm OR sawn MATERIAL rm Fwmnev cowneam w d I.O. m THE MAxzIEM HOIIxXORTAI INSxIE nIMENSIaR. I d i~
MINIMUM ACCEPTABLE #57 WASHED STONE UNLESS 07MM ?SE MAX. SEDIMENT DEPTH CLEM OUT POINT) A NOTED, POINT) ~ ' H m APPROVED sACMLL OR SELECT mWiLL MATom4L. S M 'N' IS SREA C"3 C? 50 ROW Q.D.. 7K &AUYMRI USE SMJWT ILATBRIAL OF TM AMPAOPR , TEtI THAN dO', a Sheet Title:
A NORI2OMTAL aarsmE DIMFNSiaN, utE a~ts8 As F01.lAMS. Z = C u trr_-rn~~ UNDISTUNSED EARTH WATERM W H - THE FILL NEISBT NEASURED VERTICALLY At ANY POINT SEtWT MATERIAL ALONG TRI PIPE FRIG 7W TOP OF THE PIPE TD THE TOP CLAD V W iM
EROSION CONTROL STONE OF TK EiRwo M a AT THAT POINT. OVER 50 FEET ' CLASS III OVER 40 FEET W
SECTION THRU BASIN, FILTER AND CU LVERT PIPE SECTION CLASS YI OM aD FEET TNAOUSH 4400 ~ 7HE CLASS OF SELECT MATERIAL USED FOR AN ula FEET DETAIL
p NO SCALE 2'CQ`Or/M~ 1J LO"ELY PLACED APPROVED SUITAMLE LOCAL MATERIAL. OR SELECT NATE SAID al 1W MAX MN V MACH OCCURS ALONG THE PIPE ALLATION. AN O HIGHER CLASS FOR F01D1nON C ill0 NxMSAS 0IRECTm BY THE tlIN ~t MTERZALr MOT TO EXCEED CLASS IY MAY INSTALLATION.
CHECK DAM 131CD-8.0 C LM II OR III. 1 CE' 1 •••WILL NOT SE ALLOWED) , tsTONE sELECT MA1BlI/AL MILL BE USED IN LIED OF 300.01 PSronOM LOCATED L"mm n%T PMT OTHOSE Pomf OF AN IIOIYtOUAL ~l0~"Ob OF TM FIL.L YLL U IEpE 'H` IS 30 L ET co SHEET LESS 1 OF 1
SCAM ARCH FILTER "OT TO molt TO acne ~t1.0 P~p4 YfE NFJ1Y1' 6Q11IPENr OVL7i my PIPE CULVERT twm THE PIPE CtL IS/CD BAIYfFILIEd ND ~AVk1lEn VIM AT IPA" 8 FEET OF APpRQVEp MTERIAL. V '841.0 31.01 .E'1' i OF I SHEET _
TYPICAL CUL-DE-SAC MaTTOacaln NC©QT PIPE INSTALLA X00.01
Ha7TO TIQN DETAIL acAle Sheet Number
CD 8wO

\ ~ ~ ~ ~ ~ / r
1 v ~ - ; f A~OlE:• EXISTING CONTOURS SHOWN ! /
r f + DISTURBANCE TY>J WERE OBTAINED FROM NCDOT G/S RVE ,~2 WEB SITE CONTOURS WERE BA5
- ~ ~ a \ ~ ~r I 5EDIMENT I i4AP ~2 ON tlDAR 1NFORMATTON FROM NC ( = 37' 12' 18"
~ •.s ~,s \ ~~s 25 X 73, 2 DEEP, EtOOD MAPPING AROGf?A!U! r' ~ n ~ Da = 1127 33
~ ~ t . ~ s LONG WErR ~ ~ ~ 5~0 ~ 1 . PROPOSED LOT Dc = 11p28'42" 5~d
I . \ ~ t , tINE 56 t~' OF CNAN Et • BOUNDARY (TYt?) _ ~ CH--N1813g6 W 0
~ , ` , ~ ,v,, v WITN CG4S~!, l RIP RAP ~ ~ r,,, ; v \ ~ ~"a ~ 'V'v cn I ~ ~v~ \ ~ """`v , ~ WN5TR W ~ ~ A , , ~ EA+W OF ~ ~ - ~ 168,29 Ff
v~ v ~ ~ - s , v ~ , , , ,A~, . , v~ v LVERT 4 y ~ y ~ v,~, ~ , v ,,v v, . 2 THICK ~ ~ R Y 500.00 FT ~
--~~5 L = 324.67' ~I' \
v S v ~ k ~ r ~ ~ \ , A , , 1 ,x~ ` '4~ k y \ \ ~ \ "r ~ Cl. ~ ~ 319.00 FT 4h ROAD SYDE D/T N
~ 10, ~ ~ .x ,,y>, ~ ~ tEVEI SPREADER 12D CMP CULVERT . , ~,j".yc~ w,~ \ `,r , , ~rA Y r'r'`` ~ ir~, ,'a~'~\I„ ~x ~~t^ 1 ~ ' E=27.56Ff ~ ~ lm'1 M=26,12 x r
s / s
C R * - ~ \ \ I U VF ~'1 \ _ ; •s
~ . ~t fir, a~~,.~ 1
D 08 29 8 v , , , _ , , ~ ~\t ~ ~ RDAD SIDE DRCN ~ , ~ , ~ ~ C ~t E ; ~ PROPOSED f8 ~ `'~cr 4n . -en:. ~ T~ ' DRCN ~ 121
Dc 08 29 46 ~ , . ~ r ~ ~ . ~ r.~ . ~ PAVEMENT ( 1 ~C v ~ , u ' , r • ! h \ ~ M TEMPORARY !Y~X '\~.'~r~l~~.^;, ,7~~~!`.Y k'\r ~r ~rie~ '1,1 ~r v~ ? 1?\.X 7\ I tl~ a / ~ ~ E-
Cat 213a 46 w 'v~'ONSTRUCl10N X ~ ,v ~ ~ ,v LIMITS OF 4 f DISTURBANCE U _
E TRANCE , ~ v ~ 6 00 \ \ ~ k" v^ 4 , CT`~'1 r fa PAVEMENT ~t'~ _
LEVEL SPREADER 4 \ ~ ...-''f ~ ~ \ , . \ \ . ~ ' ~5 v ,r~~, , \ L. - 517.1 ~ \ SILK FENCE ' t , ~ . , ~ y , ` ~ , PorENTrAt x - ~ 04
\ ~ \ ~ 18 PAVEMENT c~. 504. ~ ~r . ~ r , Pn.E cOCAT x ~ ~ n ~ J IL ~
~ 52.82 18 RCP BETWEEN FOR BAY AND' \ , \ \ \ \ \ ;n. ~ ~ S Att SILT FENCE AROUND LOW p
.N-`~ BOX ` ` x r ~ M 48.99 ~ 1 ` ` ~ , .Y ' , < ~ \ . - 't IDES OF STOCKPILE AR ~ Y~" EA < , W)
~ Ei2~t SPRF4DER FOREBAY ~ C~ s ~ • , PROPOSED 18 ; ~ ,m u' r' 00
{rte l ' / 'v Y' 1. ~ ~ t ~ PAVEMENT - , PROPOSED ROW / ,
t IM1TS OF D1STtIRBANCE , ~ : ; ~ ~ u~ ` J~ ~ Acs
\ / \ y , A . 7 ~ _ ,rte >
\ ' ' '.err ~ ! SEDIMENT TRAP: 3 N L~ 3, <
\ a' ~ \ ~ i d ~ ~ ~ r ,t"~ . ~ ~ v 1 to 2D X 4,5, 2 E£P, - N 36'49'f5" W 4 LON WEIR
.x ~ ~ ~ d 1 ~ ~ ~ . 7 • ©v (29.33 00
v ,A ~ ~ ~v \
~ ~ ~ 1 ` ti NEV.,!`, '1 .X \/E, X ,r k \ ~00 tr. co
/ SPREADER ~ \ \ h \ k. r k \ ; ,r ,.r;~ \ SPREADER 2 W EXISTING ROW ~ \ < ~ ,r ` N OD'23 U E ROAD SIDE DlTC , PRDPO - to . > ~ CJ > _
\ 1 , s~tT cE _ ~ 5rtr E (TYP.) 383. ~ \ ~ , ~ \ 5O ROW 383.4 o r Z 66 / w n,
q ~ , A rt TEMPORARY _ ~ i yQ DlVER51 N
C V~ \ ~ ~ ~ ~ ~ ~ i v v~ ~ ~ ROAD SIDE DlTCN l EMPORARY PROPOS AD CENTERLINE _.,r_.-" v Z r z
Ex15nNG r~ ~ PRaPO , ^ ~f ~ o ~ sEa RDAD . ~ 1 , r`' ~ PAVEMENT p CENTERLINE ~ - ' (nP'I w a
~ ~ - SEDIMENT TRAP f . ' EX. ,TOP D , I ! ~ ~ , ~ ,
1 ~ 29X85, 2 D FU1RE EX. D/TCN DESCNAR ` CREE1f BAIVI( , GE B ON WORK EA ` ~ ~ p FOR RdAD EX)t'NSI ~ ti - B LONG WEIR M r
k ON. INSTALL EM ORARY R ~ ~ , GNECK DAM AT 1 ~ , Q END OF RARE ~ F ; © / { J J f
p , ~ t tfMITS 0 , / EXI nNG EOP ~ ~ r r Q ~ D! RBANCE ~1YT?) ~ ? f
~ ~ ~ / ~ ~ i Ir
END OF EXISTING ~ ~ ~ - s ~ PAi~'MENT ! ~ ~ o ~ i I J
{ ~ ~ \ a ~ ! ' ~ /
' ~ u+ ~ ~ e ~ ra i ~ EXIS G Rp o ~ / Q ~
\ / CENTER E NC EX1S)7NG ~ I ~ ~ BE NOTE' f2O" CMP CULVERT lN5TALLATION WILL ~ r ~ ~ NOTE' 1T~ET?E ARE NO PROPOSEn ' BEGIN ONLY DURING A PERIOD OF LOW
/ 50 ROW ~ ~ ~ r S1 sraRMWATER oUTrAUS FOR rNis PROJECT ~ , STREAM FLOW AND WHEN NO RAIN IS OTHER THAN THE RC64DSIDE DITCHES / 40'
~ ~i. \ I FO Fi ~ FORECAST FOR MINIMUM OF 72 HOURS ~ ~
r, ~ , . r
~a 0 50 100 15a
¦
¦ «.M.....
~ca1e 1 5~
~ f 1 ~ ~
~ ~ , ' i i i i .....................w__._
__...a.........._._..._.,....,....._ i ~ ci v~ ..w..~...._..__._._......._._.._....__.__...___.___....a__...__.___._......__........__ .._..__._...._._._,.._....~...._;._...r_.-,..-...._.._.....~.._... -
_..__._w_.m,~~_.._... ! I _ ~ U7 ~ !
_ _ _ _._w_~ ......M._..__...~_-_...._ ..._..__...........~.~.w_..~~~.,_.__.... 5 i ~ r _,...____.__-.__..-._.__.._......_.__._.W.__.__.__..._.___ ~ ~ I ~ ~ !f i . M/
~ a ~ } I I i 5 560 N
~ ~ I ' ~ , i ! I ~ _ F- J
~ ! ..~.._______..._w_._____._.~..,...._.____, ___M....______...~...._., ___._...._.._.._,....w,_. ~ ~ i m__..____.___.._.._. w_.____.._...__..__ _..w._,._______,__M ~.f_._._.._.~._ _.._.W..._~._.._._~__.~...~~ _.e._.___.__________ _ _ NOTE:• ALL Dl5T 8ED DITCH L!N W!U BE L/NETJ
t 0_ p_ I
_ . . _ _ t.._ 555 i E F OTHEI? SE SPECIFlED THIS DRAWN . ~.....w. w......._
' E ~ 555
I ' w~,._._.,..~___ w___._.,~_R___._._ E i ~._..I_._ _ _._mm_____ 02
~ _w...~___ _ ~ _ ~ ' Curve L T ` R~ i ~ ~ ~ K Curve L n ~t,.~ h18_ .QQ _ ~ 1 K - 41,8b ~ o ~
-.m___.__~.....~__,._ ~ _...___k.__.~ ~ F k i ~ ~ _ ~ o h
._.~,...~.._._..,.._.__._.~,.,,.~.~...._.~.~__._.7__.~...__.._._._-,__._.y._...._.~__.._.._._.._.~. .~.._-._._._,_._...._.._.r.._...~~.___..~___.__-._~,.., 550 ~ i tl Q
' E ~ t~l r1 550
f _ _ l ~ _ ~
1~7 a > Q v
~ E _ _ ~ ~
f ~ __._._.m_..____.__..,._~..__,~ ___,.__....___.__.~.j.._..._._..___.__.__.a__._. _..,pR~K ~ ._._._______,._..T._--y. f , ~ O PROfTLE ~ U v ~ I EX. LEFT W ~ _ _ .__._....___i__..,.~.._..~.__.__ ~
545 ~ + s ~ p ' o i Q • U~ ~h ~ t. 3 ~ } ~ ~ J 545 aytaa? a
~ ~ ~ t EX R1GNT OW PROFitE ~ - ~ o . r.........,..... m_... __.__e.___._._ ~ ~ ~ ~ r• ' h i __._~....__._._._._-.-t ..__...~w_.......,_..._...___...__....___~.... . .__..-...__..____M...~..._..._.___..._...___.._.__._. ___.____m..___._...,.... ._....__..._._._.____..-..m._ d' it t~
__._._.__,..~M_. - .__._rv.__.____..__ ~ _ ._._.._T__ ~ _W. _ E ~ ~ ~ { ~ ~ f ~ .,..M...,~. _ .i...__. _ f r S'EA d a.
' ~ ~ ~ k i ' ' _____.,_A~_. a w - - ? , w ~ • : 2 7(9r i • ce.~ a +q W
~ i j ~ ~ ~ 1 i ; ...r ~ ~ _ J i 4 V CAP 540 ~~P ! ti r•?••~M••~?
540 Curve ~.en th - 3$0,00 M h ~ ~ ~ S
! o ' r ~ f d' EN ~-5,4~_._.,___.._~_ ,~_._____.r..~___ , _____._.~.n..~. . i C~,ar.~c. _L.en. t.h._ _._.._.~_..~_~_.__,...__-~..__..e.___~___.. ____..-._.~_._.___,..~__v.___T._.~._~..__. c~ 12.0~6Q___.___ ~n P.
©OD _ W. I ON ( + r i K =_38 71I
E -U. 402rw
+ CENTERLINE PAVEMENT o ! IV
I C[ > 535 SLOPE AT ND Of EX.. j _ T
I PYRAMAT TURPI REINFORCING MA 1 DITCH DRAINAGE RUNOFF INTENSITY FLOW SLOPE DEPTH VEIOC. SHEAR TEMP. PERM. ~ 535
, ~ AREA _ _COEFF. STRESS LINING LINING - PRELIMINARY
J I CL 5 - (AG.) (IN/HR) (GFS) (FT) (FPS) _ _ i
Q_ Q_ STATION 0+6~ 36 ' L'ND"~ ~'XISIING' PAVEMENT 530 + i ' NOT RELEASED FOR CONSTRUCTION
RIGHT! 3+Z5-3+85 0.81 0.44 7.22 2.57 73.90 0.38 5.90 330 PYRAMAT PYRAMAT ----r---- - -
i LEFT 3+25 - 3+85 1.6 _ 0.37 7.22 427 13.90 0.46 6.70 3.99 PYRAMAT PYRAMAT i 530 Job Number. 0632
- - - RIGHT ;i3+85 - 8+00 0.78 0.44 722 2.48 6.00 0.44 4.27 1.65 S75BN GRASS - r----__-- LEFT 3+85 - 6+80 1.57 0.37 722 4.19 6.00 0.54 4.87 2.02 SC250 SC250 ~
LEFT 6+80 8+00 1.09 0.38 722 2.99 6.00 0.47 4.47 1.76 S75BN GRASS
~ f , RIGHT !8+00 12+35 0.36 0.46 722 120 1.70 0.42 222 045 S75BN GRASS Checked SPB
525 I p co J LEFT ;8+00 -12+35 0.81 0.37 722 _ 216 1.70 0.53 2.57 0.56 S75BN GRASS ~ 5 RIGHT 12+35-13+g0 0.17 0.50 722 0.61 1.30 0.35 1.69 0.28 S75BN GRASS Date 8/9/06 Revisions 8/24/06
-,D 01 i. r + to I~ r I . \_....._._..f._...... _ 525 9/25/06
a It7 _i . _ _ . . , Cll.. , _ _J_____. _ _ _ _ ~_._.w `~0•___._._-_ ' SC 0 TURF REINFO lNG MAT 12+35 -13+90 0.4 0.45 7.22 1.30 1.30 0.46 2.05 0.37 S75BN GRASS - - ,
Itr I I - ' 1
520 I
Note: NAG =North American Green, PYRAMAT = Pyramat TRM by SI Geosolutions 5: 520
..._~L _ _ !....._.._L.. NOTE: 120 CMP JCULVERRT WALL BE S756N -North American Green S758N Single Net Straw Blanket, Permissible Shear Stress 1.6 psf a ~ :RT W2t BE 10 GnUGE W" SC250 - North American Green SC250 Turf Reinforcing Mat Permissible Shear Stress = 3.(D psf
S ATfON 3+26.03 r.. S X13; h
_A. 1. _ ? PAR-TIALi PP4VE~ PIPE ~ Eta , -CMP`CtIL-4~ ~ rB~ , - 5131 ~ICA_ _ A AMR-RrP~ iL~ M~7-~-~--- Permissible Shear Stress for PYRAMAT = 8.0 psf FOR MATER /NSiALL4770N, ' _ _ ' - ! -
1-- IN x.513 28, IM V/ OUT NCDDOT SPECI IONS FOR MATER 515 r S OPE = 0.24'
ITCFI CALCULATIONS ~ 5 515 Sheet Title;
t I i f
i I ( CL CL
PLAN/
I 5101 t
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+ 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 50 510 PROFILE
HORIZONTIAL SrALE- 1" = 50' Sheet Number
PROFILE ¦ STATION 0+00 TO ¦
VERT11"AL SCALE.' 1 = 5' CD 2wO

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a~ i ~ ~ / 18 ~ ~ 1 38 ~ ~ w
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TOTAL DISTURBED AREA: 2.7 AC
X46 6O. „ \ ti' \ \
SITE LOCATED IN PERSON COUNTY, R/W \
NORTH CAROLINA
/
I
\
\
SURVEY AND BOUNDARY WFORMATION un
PROVIDED BY:
~
HAMLETT-JENNINGS AND ASSOCIATES, P.A.
00
N
HOWARD FARMS
RMS OVERALL 0~
200 0 200 400 600
_ I ~ a ~m 02
Scale 1 " = 200' = S F
/
x ~ F~ ~ ~ 1~
s e ~ %k A Ro 'Post
a
LIST OF SHEETS w
• SEAL ~ r 27892
Z w _ A. .0 - .
j~ A A ? AAA~ - AAA .
I~ ~,N CD 7.0 COVER SPIFFY
yid ~Efif'~~~1t
CD 2.0 PLAN ANCi PROFILE
CD 8.0 DETAIL SHEET
o I ~ ~ ~ ~ /
p~ / JI'C ~ `
PRELIMINARY
NOT RELEASED
FOR CONSTRUCTION
Job Number. 0632
Drawn cf:i
Checked SPB
~N Date_ _ Revisions
~ ~ ~ ~=u W ~ y ~ - ~
~~.py~f-~ ry ~ FpY
~
0.
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Sheet Title:
COVER
a ~
7/ SHEET
VICINITY MAP Sheet Number
= 2000'
CD I¦~
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