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1. COVER
2. INDEX, NOTES, LEGEND C/)
~ ~ ~ \ , 3. LINE 100 STATION 10+00 TO STATION 22 4. LINE 100 STATION 22+00 TO STATION 34 5. LINE 100 STATION 34+00 TO STATION 46 6. LINE 100 STATION 46+00 TO STATION 58 7. LINE 100 STATION 58+00 TO STATION 70 8. LINE 100 STATION 70+00 TO STATION 82- 9. LINE 100 STATION 82+00 TO END 22+00
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~ a 46+00
L) l 58+00 \0 Z
, _ 00 T n 00 CL
r 70+00 0 Z. \o o
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r- F- f ° ~ Q ~ 10. LINE 101 STATION 10+00 TO STATION 22+ 22+00
11. LINE 101 STATION 22+00 TO END 4 I
p t!1 ~ ~ ? ~ 0 r w~[~ w a 12. LINE 102 STATION 10+00 TO STATION 22 ~ 13. LINE 102 STATION 22+00 TO END
Q ~ T ~1 L 1 ~ QQ I 22+00 .
BROOKS J
14. LINE 103 STATION 10+00 TO END
z ~ i ~ w~ I ~w N ? Cy ! I 4 ~ 15. LINE 104 STATION 10+00 TO END
~ Q ° c~ 16. LINE 105 STATION 10+00 TO STATION 22 17. LINE 105 STATION 22+00 TO END 22+00
r ~ t
Q D ~ ~ - - ' ~ I 18. LINE 106 STATION 10+00 TO END
~uu~~~r~ C' n ~ 19. LINE 107 AND LINE 108 STATION 10+00 T ~ 20. LINE 109 AND LINE 110 STATION 10+00 T 21. LINE 111 STATION 10+00 TO END DO TO END
~ ~ , )0 TO END
I
22. LINE 112 STATION 10+00 TO STATION 22+
22+00 ammulam ANN=
~ ~ / 23. LINE 112 STATION 10+00 TO END
24. CONSTRUCTION DETAILS C\J LJ R
~ ~ i 25. EROSION CONTROL DETAILS t ' < rI
~ ~ ~ ~
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~l ~ ~ ~ t ~ ~ Lli J
Cl: Q W CC ~ L.1 Z).
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F-
~ f GENERAL C(~~STRUCTIt~N ~1lJTES: C~
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i ~ ~ 1. ALL EXISTING UNRERGROUND UTILITY LQCATIONS WERE TAKEN FR AVAILABLE RECQRDS AND ARE APPR07CIMATE ONLY. CONTRALTO EN FROM
i ~ ~ VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFQRE BEGINN RACTOR TO i 3EGINNING
i CONSTRUCTION. Af~Y UTILITIES CIAMAGED DURIhJG CO~JSI"RUCTION JCTION SHALL
BE REPAIRED IMMEDIATELY AT NO ADDITIONAL ~CJST TO THE C7W( IE OWNER. c~
CONTRACTaR TO NOTIFY N.C, ONE-CA~~ CENTER AT 1-800-632 )-632-4949
PRIOR TO E}4CAVATION. C{~NTRACT4R SHALL RlOTIFY ENGINEER I ~C7~ THE EVENT OF ENCOUNTERING ANY UNQERGRQUND 08STACLE RE DEVIATION FRAM THE PLANS. JEER IMMEDIATELY LE R EQURI N G A I N ~
i 2. ALL DRIVEWAY PIPES 12" {N DIAMETER OR LESS DISTURBED DURI CONSTRUCTION IN STREETS DESIGNATED AS STATE READS SHALL DURING
i SHALL BE
REPLACED WITH 15" RCP. ALL pRIVEWAY PIPES OF SUITABLE SI ~ DISTURBED DURIl~G CON5TRUCTI~N SHAD BE REINSTALLED BY TI CONTRACTOR. ALL COST {~F REINSTALLING EXISTING DRIVEWAY /`1 REPLACING UNDERSIZED PIPES C}R PIPES DAMAGED aURING 3LE SIZE
BY THE
.WAY PIPE.
{~1 ~ Ct7Rl~TRUCTION SHALL B€ lNCLUD~CI IN THE CtJST PER LINEAR F SEWER MAIN INSTALLATIaN. ALL EXISTING PIPE THAT IS REPLAC WITH NEVV PIPE SHALL BECOME THE PRQPERTY C7F THE CUNTRAC WAR FOOT OF
EPLACE[7 Z NTRACTOR.
PHASE 3 - COPdTRAC ~ ~ 1 VTRACT 1 DR9VEWAY PIPES THAT Af~E DISTURBED OR REPLACED SHALL BE _L BE ~
0 ALL COST OF
PROPQSED SEWER ~~`c,`~'~~ ~ DRI~VEIWAQ PIPE NL~T~A~JD OUTSET PROTEGTION~ HAL~L~ BE NCLU ~ ~ THE COST PEf~ LINEAR FOOT C3F WATER AND SEWER MAID INSI`A ` 3. CONTRACT{~R TO REGRADE, SHAPE UP, AND STONE ALL GRAVEL INCLUDED IN
PROPOSED MA~lHOLE INSTALLATION.
EXISTING STOR1~ SEWER
DRIVEWAYS AFTER CROSSING. TWO WAY TRAFFIC SHALL BE MAI( AT ALL TIMES DURING C~NSTRUCTI~N. ALL Wt~ft~C DONE WITHIN ~ ~ ~ ~ RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH AP C~ a ENCROACHMENT AGREEMENT. Gt7~JTRACTC7R TC} RESET ALL DISTU GAVEL E MAINTAINED
- - - - - - EXISTING CONTOUR {MINE}R) IITNIN NCDOT
EXISTING GC7NTOUR (MAJOR} TH APPROVED
E EXISTING PAVEh~ENT DISTURBED C/)
' UTILITY PALE u~ o~ SIGNS, MAIL BOXES, ETC. COfJT`RAC~fQR SHALL RESEE~7 ANY DIS !Y DISTURBED uj
~r ~ LIGHT POSE AREAS ICJ ACCORDANCE WITH SPECIFICATIONS.
~ ~ P UPJDERGROUND POWER 4. DURIf~G PIPELINE INSTALLATIC7~1, EXCAVATED MA1`ERIALS P~ACEO THE ApJACEI~T STATE RC?AD SHALL BE PLAC£D UPON A LAYER ACED ON
GAS UN~ERGRQI~t~D GAS LINE gYER OF STOKE mm"
F 0 SCREENINGS: AT THE ENS QF EACH DAY, A~~ MATERIALS SHAL REMOVED AhJD THE ROADWAY SHALL BE TH4RC~UGH~Y CLEANED SOIL RESIQUE. COST FOR STONE SCREENING ANQ Rt},4DWAY CAE SHALL BE ammmmm.
T UNQERGROUNQ TELEPHONE %NED OF ALL
~ o TELEPHONE PEQESTAL ERA I~ T~~L LE EKC~ ~Y CLEANING I
S EXISTING SEINER MAIN 5NAL~ BE INCLUDED IN THE LINEAL FOOTAGE PRICE FC1R SEWER INST,4LLATION. EWER
° ' W EXISTING WATER MAIN U. Lli 0 U)
i W ~y~,y EXISTING WATER METER ROCK CHECK DAM 5. CONTRACTOR SHALL AVOID DAMAGE TQ THE EXISTING ASPHALT. -IALT.
~ ' EX. FIRE HYDRANT ASPHALT WHICH IS DAMAGED DURING CONSTRUCTION SHALL BE AT N4 ADDITIONAL COST TO THE OWNER. L BE REPAIRED
~ ' EX. VALVE c~ i BLOCK & GRAVEL INLET PROTECTION
o ~ - - - DITCH OR STREAM ui 3
1 PERMANENT EASEMENT SF SILT FENCE 6. WHERE 4" SEWER SERVICE PIPi~IG MUST BE INSTALLEQ ACRQSS THE CONTRACTOR SHALL INSTALL 4" DUCTILE IRON SEWER SERVI THE ROADWAY BY BtJRE & JACK METN~a (NO ENCASEMENT PIPE ~QSS A ROADWAY,
- - TEMPORARY EASEMENT RIP RAP DONUT INLET PR~TECTIC~N SERVICE PIPING UNDER
X FENCE QUCTILE IRC}N PIPE SHALL EXTEND A MINIMUM OF 5 FEET BEYON PAVEMENT, AT 1NHICH POINT IT MAY TRANSCTION BACK TQ SCH USING A(~ APPROVED TRANSITICJf~ COUPLING. T PIPE REQUIRED). THE BEYOND THE EDGE OF
°er o ~ EXISTING MAILBOX w - -TEMP. EARTH BERM SCH 40 PVC PIPE
TREE LINE

~ BUSN OR TREE TEMP. CONSTRUCTIQN ENTRANCE BEFORE YOl9 DIG ! 7• C~NTf~ACTOR SHALL I~JSTA~~ EXCELSIC~f~ MATT1~lG IN RQADWAY SI NAY SIDE DITCHES Mill
ca w AFTER INSTALLATIt~N G1F SEWER LINE, AS DIRECTED BY ENGINEER ~+a o a n nnn t:n en en .3INEER. QUANTITIES _quFF-r r,in
°,r . Q IRAN PIN 1 ovv-mac ra~~a HAVE BEEN SET UP IN THE CONTRACT TO FACILITATE THIS PROC t PROCESS.
a D CONCRETE MONUMENT RIP FLAP OUTLET PROTECTION N.C. ONE-BALL CENTER
SIGN IT'S THE LAW ! 8, CONTRACTOR SHALL INSTALL TEMPORARY CULVERT CROSSINGS IN NG N STREAMS PER
w TEMP. SEDIMENT BASIN DETAILS ON SHEEP 25. SHEETS THAT HAVE A STREAK CROSSIN THAT TEMPORARY CULVERT CROSSINGS ARE TO BE USED ON TH BOSSING NOTE INDICATE
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Seeding disturbed areas with perennial grasses and (or) legumes to provide a permanent vegetative cover to lessen runoff and soil erasion. SAW-CUT EX 1.5" OVERLAY (NOTE 1) ~~~-CUT EX. PAVEMENT ASPHALT (NOTE 2) %r,~ %1,~ Vii, I ~ COMPACTED
PAVEMENT ASPHALT (~JOTE 2) %~r %,'~`r COMPACTED j'~ or (j BACKFILL
PuRPas~ COMPACFED BACKFI~L ~ BAC z
r~` HAND TAMPED ~i HAMQ HAND TARAPED I ~ iii S.e•~ y~".rn. ,~yx...jb .x'fi*jr HAND TAMPED L ~ • ~4~ . .
To lessen sail erosion and permanently s#abilize disturbed areas created by ooooQOOO~d grading of construction SItE:S. OQ4~OQOd04 6 O Q 6 ~O~Q~O O Q D O O O O 4 O O O O O O O~OQOC ~ O t? Q O t) c O O O O p O O O O O Q O Q O D O O O C p O O O O O O O O {7 O O O O O O O C3 O O O O Q O O O ~4 OQODO~fl~OQ~ p4~OQO~OQO~dQ.OdO~OQ0~0~0 O~ p Ilk x} ¢ i yy~~ c
U U V t3 U U U U U U U U U U~' !"1L7~ ~ N [
CONDITIQNS WHERE PRACTICE APPLIES oaa .411 harp: sail areas on construction sites which are nat covered by structures or other erosion control devices. 112 PREPARATION 0 0 0 0 0 0 0 S:3 C5 0 0 0 0 4 0 6 s~ O O O O O O 4 Q d O O O 6 4 fl O O 6 0 0 0 4 4 O O fl O O O O O O O O O O O O O 4 Q O O Q O O O f~
5" BINQER, 1 19.OB
~ 6°' 82.5.OB C4MPP,CTED
~ BASE MPX NOMINA 1i .
N0. 5 OR 57 g ° N0. 5 OR 5"7
Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six NQMINAL 1. CRUSHED STONE i CRUSHED S?CiNE
inches so as to produce a loose, friable surface. Remove all stones, 1 QIA' 1 ~OMPA~TED cv
boulders, stumps or debris from the surfoce which would prohibit germination BACKFILL CLASS Q'~ BEQQING CONDITION "C~p,SS B" BEDDING CQNt71TIgN „STONE E BEDDING FOR D.I. PIPE 0-12 FEES' REDOING FaR PIPE PIPE 0-12 FEET g~pp~~1~ FQR PIPE P f) TONE ENCASEMENT
or plant grov~th. Spread topsoil in a layer 3" - 6" depth.
Incorporate into the soil 800 to 1,OOQ pounds of 10-14-1Q fertilizer plus 500 ANL7 FaR ~:k. PIPE 12-20 FEET DEEP ANd FC?R Ct.l. PIPE t *NOTE~ NORMAL PIPE BEOOING AS SHOW~1 IN THESE DETAILS SHALi~ BE INC1.WpEG1 IN 7HE LINEAR FOOTAGE PRICE FQ PAP ~9 PIPE PIPE OVER 12 FEET DEEP, PIPE OVER 20 FEET DEEP.
pounds of twenty percent (20%} superphosphate per floe and two tons of I
dolomitic lime per acre unless soil tests indicate that a lower rate of lime
can be used. '°R(7ADWAY„ ,DRIVEWAYS„
Mulch after seeding with 1.5 tons of grain straw per acre and either crimp RICE FOR SEWER PIPE,
straw into sail ar tack with liquid asphalt at 4qQ gallons per acre or ST'AP~~,4RD P~4VE~1E~i~ F~EPA~~ DETAILS
emulsified asphalt at 300 gallons per acre. N.T.S.
N.T.S. C
1. OVERL~,Y SHALL BE S9.5A. OVERLAY LENGTH SHALL BE EQUAL :0 C\J
TO PAVEMENT WIDTH FQR PERPE~IaICU~AR CR4SSII~GS, OR AS
PLANTS & MIXTURE PLAITING RATE ACRE PLA(VTING DATES ~i ~ SH0~1N Oil THE PLANS. INSTALL t~VERLAY QNLY MERE N(JfiED 0~1 U ~000- Z:
Tall Fescue 10Q-150 Ibs. Aug. i5 -Oct. 15 THE PLANS. : 0Dt~
(how Maintenance) Feb. 15 -May 1 2. 21 A STONE SHAl~L BE MAINTAINED LEVEL WITH ROADWAY UNTIL
ASPHALT IS PLACED. ASPHALT SHA~~ BE S9.5A, THICK~JESS
TaN fescue 2Q0-250 Ibs. Aug. 15 -Oct, 15 EQUAL TO 1.5*EXISTING PAVEMENT THICKf~ESS (2" MI(~.).
Waterways and Feb. i 5 -May 1 Lawns (Nigh Maint.) 3. BINDER SHALL BE TYPE 119.08
i FORCE PAIN ~~/f/ f ~r~'~~T``~- I:
Blend of twra turf- 2d4-250 Ibs. Aug. 15 -act. 15 4. STONE BACKFILL SHALL BE COMPACTED TO 95~ AND PLACED IN 36" f~I~J. C(7VER,
i type tall Fescues Feb. 15 -May 1 (90~) and two or 6-12" LIFTS. V,4RIES T{~
more improved 5. ALL PREPARATION, MATERIALS & ~IETHQOS SNA~~ BE IN 5' MIN. MAINTAIN CONTINUOUS
.Kentucky bluegrass ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS, RiSiNG OR
varieties (10~) LATEST REVISION. VARIES GRA SEW q.' 12' SURFACE 4' VARIES C3
(high maintenance) GRAVITY FALLING GRADE SEWER ~ ,,..i s~ F
Tal9 Fescue 1 p0 Ibs. Feb. 15 -May 1
and and Aug. 15 -Oct. 15 3c
Kotae or Korean 20-25 Ibs. ~espedeza d~ i~- n V S i 111 1
S~ 1
Tall Fescue 5a Ibs./acre Nov. 1 -Feb. ~ SHOULDER SHOULDER
(Unscarified) ` ~~~r ~'`f~,~,.~,. ~u Icl
Tall Fescue and 60 Ibs. July and August 6 r~ VARIES ( j
German Millet or and Sudangrass 2 30 Ibs. 1y~ / ~ ~4" PER FT 1 /4~' P_ER FT ~ " FT n ~,,~y~ "~`cr
i~r ~~Z ~ Ov 5-
Tall Fescue 70 4bs. Nov. 1 -Jan. 30 ~ ~~,C3~ 6 min c~- o p
and and Ryegrain 2 25 Ibs. ~
4~ p~~' P~'~ ~ ~ N.T.S. coarse aggregate
Common Bermudagrass $ Ibs. (hulled) April 15 -June 30 15-20 Ibs. (unhulled) Feb. i - INarch 30 ~
~ 6" CABC STONE
f . V c~ N- cry a. w v. t~ t~ ~C W Ir Z c,a ~
1 For spring seedings, use Scarified Lespedeza seed. For late fall and
winter seedings, use unscarified seed. TYPICAL GRAVEL ROAD SECTIO~J 7~- C~
2 Annuals such as Millet, 5udangrass and Ryegrain must be kept at 1Q-92"
maximum height. hJ TS TEIViPOF~AF~~` COf TRIJCI"1t~N ENTRA RING ANQ CC}VER SHALL BE USF -RANEE
h
6Q' R W 669-KL OR APPROVED EQUAL
2ff d 1P ~V/ STANDARD LETTERING
fa. 9 "SANITARY SEWER" Washing - If conditions at the: site care such that mast caf the r are nat removed by vehicles traveling' over the gravel, the tires.. washed. Washing should be done an an aret~ stabilized with crus drains into a sediment trap or other suitable disposal area: A w be used to make washing moire convenient. and effective. F the mud and. sediment
g' 2Q' PAVEMENT 6' V RIE~ or 6" tires.. should be I crushed stone that o
SHOULDER SHOULDER ~ :i: A wash rack may.. also
'A ~ is ~
1 ~ ~ » f, F~ ~ ~ ~T 1/4° PER FT PER FT PRE-CAST GRADE RING, AS
o REQUIRED, MAX. OF 19" Construction w
~1ASONRY PLUG ~ 3 4 a ~ Specifications Clear the entrance and exit area of all vegete~tion, roots, and s, and other objec- < i
CAGN END OF S.S. OR PLASTIC SPIDER tionable material and properly grade it.
ENCASEMENT PIPE ASSEMBLY TVVQ PER LENGTH OF 2. Place the gravel to the specific. grade and dimensions shown LO ~c,' Shawn an the plans, and ~ It
PIPE MINIMUM ADEQUATELY ~ ~ 1 ~ ~ a smooth it.
DESIGNED TO ~AI~lTA,IN PROPER 4a 3. Provide drainage to carry water to a sedment trap or other s ether suitable outlet.
GRADE & ALIGNMENT INDICATED ON PLANS a.
i a STEPS TO BE 16" O.C., 4. Use geatextile fabrics because they improve stability of the f LOCATED ON DOWf~STf~EAM locations subject. to seepage or high water. table. the foundation in
~~~c~, PRC}P05ED 1 1 /2" S 9.5A SURFACE MIX
WATERLINE 2° B 25.08 BASE MIX SIDE OF MANHOLE
i 8" CABC STONE 4 ~QInt2C1C1C1C~~ Maintain the gravel pad in a condition to prevent mud rsr sedime ing the construction site; This may requuir~ periodic topdressing sediment from lean- ~ssing Frith 2-inch ~
e a a stone. After each rainfall, inspect any. structure used to trap se it out as necessary..Immediately remove all c~bjectanable materi ° ~ washed, or tracl~ed onto public roadways. -ap sediment and clean
materials spilled, ~
~ ~ SMOOTH VdELDED STEEL T~'PIC,~L READ SECTIt~f
ENCASEMENT PIPE N TS
a ' NOTE:
4' - 0"~ ~"~y 6' DIA. MANHQLES SHALL
TO 6'-0~ 0 _~~p HAVE F'~,4T TC?P
~ T`YFICAL EI~~ASME~I°~ PIPE SECi~I a. ~//CAST-IN RI~JG & COVER U.. i
~ NaT.s. s ~y. W 4" STEEL PIPE a
BITUM. COATING Ba~T-DOVd~J S,4NITARY SEWER NIH L!D Wj °
RUBBER GASKET ANQ NO VENT HOLES- a.
PROVIDE PICK GROOVE AT OPPOSITE EDGES. 4 p
<i- I ~ I J PROVIDE STQ. LETTERS: "SANITARY SEWER" Sl
i iECT SCREEN O. Q.
RECESSEfl BRASS PLUG INSECT S a ~ & CAP u~ Q
N ~ C7 z
ni ~ a W J a
~i ~ a } W
3 ~ ~ Q? W Ul a`. O
p> ~Up1 ~ ~ ~yC Z pp n~ MH TOP a LU
,Jet ..3. OYiIV ° N ~o P~~~ ~i ~ ~Q~ TO OUTSIDE . BAND ATTACHED LL 10 C/)
TSIDE OF MANHOLE a BUTYL RUBBER
I
-o c, ~4; ~p 1 R s~E~~ ~ M ~ 45° ~k, UN~~ PLUG a MH BASE i
a ,,~P~' ~ Qv1R~D J~71NT DETAIL i
GRR~~' PUMA 4'° COP~BIRlATION SEAL N.T.S.
f VN~~~~~~2% ~~~~M VVITN MANUFACTURED GRQUT ~RQUT PENETRATION W/ a
PLUG HYDR rn IYDRAULIC CEMENT ~Q
0 W NOTES:
4" BEND 1) ALL 4" .SERVICE LINES SHALL BEPLA,CED ON MINIMUM 4 is
GRADE OF 2% UNLESS pTHERWISE APPROVED. 0
~ 4'" WYE CONNECTION 2) WYE CONNECTIONS TO BE USED AS STANDARD. a.
c~,y SADDLES TO BE USED ONLY WITH ENGINEER'S APPROVAL. W e~ru~rr~ ~IAIA1 .......r... .~.~i.....w~ 4 4 C{-1fr=GT NO
~ '.7GYYGR mr~iiv ,5) Whlt,Kt 4 ~tWtK JtttVl(:t t'I!''llVli MUJI Ct INJIALLt.U I
ACROSS A ROADWAY, CONTRACT 10R SHALL INSTALL 4" D.I. SEWER SERVICE PIPING UNDER THE ROADWAY
I BY BORE & JACK METHOD (h!0 ENCASEMENT PIPE REQ'D).
w Q. 2.4
MANHOLE VENT PRECAST CONCRETE ATE MANHOLE
SEWER SERVICE CONNECTION c~ N.T.S. N.T.S.
Q N.T.S. O.25
a~

ESTABLISHkNG VEGETATION TIEMRORA,RY SE[31M~NT I THE ~QRK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING AND MULCHIRlG OF P,L~ DISTURBED P,REAS. IM~NT T6~AP GONS1RlJGTIAN SPECIFIGi4T1ANS M,4XIMUM RLACEhiENT 4F POST USING HQG~VIRE VdITFt r
APPROVED EROSION C4NTROl FABRICS TQ BE 10 FEET. VP~RIES (SEE PLAN) ? r
I LIME SNALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE CONTAINING NOT LESS THAN TEN PEf~CENT MAGNESIUM 1. CLEAR, GRUB, AND OXIDE. VEGETATIQN AND ~ FERTILIZER SHALL BE STANDARD COMMERCIAL PRODUCE OF 10-10-10 ANALYSIS. ALL FERTILIZER SHALL 8E HIGN AMOUNTS OF iB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL MAkiMUM PLACEMENT OF POST WITHOUT HOG IMRE USING ~ 2' MiN. I AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTABNING APPROVED ER0510N CONTROL FABRICS TO BE
NTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF iT 6 FEET TO 8 FEET APART. ~c~~c~ 4c~~ POST -POST , `~I + , ' ERASION CONTROL PROCEDURE
.DELIVERED IN BAGS BEARING THE MANUFACTURER'S NAME, THE CHEMICAL ANALYSIS OF THE PRODUCT AND THE PROPERTY. HAUL WEIGHT. IF NOT USED IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL BE STORED IN A MANNER WHICH WILD DISPOSAL AREA. HAUL ALI~ OBJECTIONABLE MATERIAL TO THE DESIGNATED a ''~o~og `~°c~c.~° ° o AREA. POST METAL T-PAST 5 FEET OR 6 FEET Itd HEIGHT SILT-FENCE ~o~o~ DoQ O°ogUr~ O. G p°p SILT DEPENDING ON FILL SLOPE. OVER HOG WIRE o~ o ocP ~ oho O~O~C~~o~OG op~~ OVE ,~T FILL MP,TER1,4~ FOR THE EMBANKMENT IS FREE OF R04TS, FABRIC 3s ~NGHES its wtaTH (taUST t~EE7 EtvGINEERs SILT-FENCE ~ The CONTRACT 3or shall conform to all requirements of t OVER HOG WIRE STEEL POST ARE ENCE ~REQ'D W/BURLAP ONLY) sedimentation and erosion COt1tr0) IOwS and regulations of is of the soil- , ' c3 ~
~ NOT A~LtJW IT TO HARDEN OR DESTROY ITS EFFECTIVENESS. ions of the
2. ENSURE TH,~T FILL GRASS SEED SH,4~L 8E Ate ,4PPRQVED ~AIXTURE BASED QN REGIONAL AND SEASONAL CQNSIDERATIONS. PURITY OF Wdpp`( VEGETATI4 SEED SHALL BE A MINIC~UM OF NINETY PERCENT AND THE GERMINATION SHAD BE A ~11NIMUM OF EIGHTY-FIVE t+AATERIAL. PLACE State of Narth Carolina as established and enforced by t ~ ~ FABRIC Land Quality Section of the North Carolina Department of d by the 1 en t of
~ET~4TIUN, ORG,4NIC M,4TTER, AND OTHER OBJECTIONABLE SPECIFICATIONS FOR EROSIgN GQNTRt}L} PLACE THE FILL IN LIFTS N4T TO EXCEE[3 9 INCHES A,ND ~ ~ (NO wiRE FENCE REQ'D) Environment and Natural Resources. These requirements lento
~ PERCE~lT. THE SEED LABEL SMALL BE A. °CERTIFIED SEED" LABEL. MACHINE COMPACT MULCH SHALL CQ(dSIST OF DRY, SP~ALL GRAIN STRAW, DRY HAY, ?,ND OTHER SUITABLE AND ~,PPROVED PA,4TERIA~. A~LO~d FOR SETTL PREPARATION QF SEEDBED 3. CQNSTRUCT THE O THE SURFACE SHALL BE MADE SMQC3TH AND 1RUE Tp GRADE. THE AREAS SHALL BE PREPARED 8Y MEANS OF COt~NECTiON BETW DISKING TO A MINIMUM DEPTH OF THREE INCHES. DISKING A~JD CROSS-DISKING, HARROWING, DR OThiER APPROVED USING FILTER FAB METHQDS OF PREPARATION, SHALL 8E CONTINUED UNTIL A FRIABLE A1V0 THOROUGHLY PULVERIZED THREE-INCH DEEP RAP STRUCTURE A SEEDBED IS OBTAINED. DARE SHALL BE EXERCISED IN PREPARATION OF SEEDBEDS ON SLOPES TQ KEEP GOOSE SOIL ~ PEACE THE FI IN PLACE RATHER THAN PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE. SEEDBED SHALL BE APPROVED IMPACT IT. f7VER FILL THE EMBANKMENT 6 If~CHES TO STONE #4~ w~aSHED STOr~E TO BE PL,~CE~ ~2 It~CHEs ~ o shall include but not be limited to the following:
SETTLEMENT. DEEP AT SILT FENCE Toy viEV~ I I BACKFILL TRENCH WITH SAIL 1. AN denuded areas are to be seeded and stabilized c~,atE~ia,~ ~,MO Ta,rnpiMC oR Y p Y Phase of grading. ed f-
THE OUTLET SECTION IN T~iE EMBANKMENT. PROTECT THE FIQG WIRE o u within 15 da s of cam letion of are ading.
J BETWEEN THE RIP-RAP AND THE SOIL FRAM P6PIt~G BY ~ METAL FENCE POST METAL .R FABRIC OR A KEYWAY CUTQFF TRENCH BETWEEN THE RIP- SIFT-FEr~CE SILT-FENCE FENCE PAST SILT-FE ~ ROUND. STONE TO 8 ABOVE Should conditions exist unfavorable for seeding or othe SILT-FENCE ~p ° ~ ~ intended ground cover, mulch and tack application t~s r other )n as
7URE AND THE SOIL. ~ OVER HflG WIRE OVER H THE FILTER FABRIC BETWEEN THE RIP-RAP AND SOIL. 1.5 FT. I M OVER HOG WIRE ~ f~~~~~~\ specified below will b6 required.
f` o 2. All erosion control improvements shall be maintained, and kept working until acceptance of project, a 1n ed3 repaired
PRIQR TQ PLANTING THE SEED. PRIOR TO THE LAST TILLAGE aPERATION, LIME AND FERTILIZER SMALL, BE BROADCAST EXTEND THE ~ WITH AN APPROVED SPREADER dVER THE SEEDBEDS IN ACCORDANCE WITH THE APPROPRIATE SCHEDULE. TD THE TQP D THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND SIDES t~IN. E TQP ~F THE bAM; OR 2 ~ ~ x a ~ ~ o o ~ a ~
AFTER THE SEEQBEDS HAVE BEE~1 PREPAREd ,4ND APPROVED BY THE ENGINEER, THE MIXTURE OF GRASS SEED, AS ~ EXC,4VATE A SPECIFIED, SHAD 8E SOWED BY MEANS ~F AN APPROVED SEEDER AT THE APPRC}PRIATE RATE, THE SEED UVC7RKED SP{LLW,4Y FQ INTd THE SOIL TO P, DEPTH OF APPRC}XIMATELY ONE-HALF INCH AND THEN COMPACTED BY MEATS OF A CULTIPACKER THE Q,4N9. Tf ROLLER OR OTHER APPROVE[} EQUIPMENT. FEET bUiDE WI ESTABLISHING TEMPORARY VEGETATIQN 4. CLEAR THE PQNQ THE 'i'El~PORARY SEEDING 4F DENUDED AREAS THAT WI~~ NOT BE BROUGHT T~ FINAL GRADE FOR A PERlpD OF MORE SPILLIMAY TO FACI I THAN 30 WORKING DAYS BUT LESS THAN ONE YEAR SHALL BE iN ACCdRDANCE V~ITH TFiE PREVIQUS SPECIFICATIONS 'ATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE ~rF7. 1 ~ °o ;~o~ o~ Q o 0 A'~ Go JcCc ~ °tGa o000° r'"~ ~ ~ i°O O~C>a~Go~ O°O°C~ C
/~Y FQUNDATION EKTENDING UP THE SIDES TO THE HEIGHT OF o8080~° ~ ~o x x ~'o~~~'o~° ~'ao a~' ~o~o ,4N9. THE TRENCH SHOULD BE AT LEAST 2 FEET DEEP AND 2 °~'°o°~ ~OJ ARTHEN RIDGE
~iDE WITH 1:1 SIDE SLt7PES. ~~~~Q~ ~T4~E STRUCTURAL STONE 1.5 FT. g'-p" W j 2:1 SIOE SLOPES "Y
I ~ ~ R~{N. t""1 ~P~RA,RY SILT FENCE c"D
PQNQ ARE~4 BELOW THE ELEVATION OF THE CREST OF THE N '0 FACILITATE SEDIMENT CLEAN~UT. FRONT VIEW SLOPE
AND THE FC~LLOWiNG APPRgPRIATE TEMPORARY SEEDING SCHEDULE. TEMPORARY SEEDING SCHEDULES FOR THE 5. ALL CUT AND FILL N . T. S. ~ s~oPE
PIEDMQNT AREAS ARE AS FOLLOWS: ~D FILL SLOPES SHOULD BE 2:1 OR FLATTER. CROSS SECTI JN NOTE:
APPLICATION RATES (LB/ACj 6. MIN9MUM DEPTH TO STRUCTURAL STQNE SHALL BE :PTH TO BE 3.5 FEET (1.5 FEET BELOW GRAQE ANp 2 FEET TEMP 0 R A R Y S TO f~ E 0 U TL E T tCLASS "B" STONE FOR EROSION BE lSION ca/:) "w/3
RECON~PAEt~l7ED SPECIES SEEP 10-1Q-1Q AGRICULTURAL MINIMU(~ STORAGE 'RAGE aBOVE GRADE). CQNTROL PURPOSES. COP~STRUCTIOR! SPECIFIC,~i]ONS
SEEDING DATES FERTILIZER ~IMESTQNE JAN 1 -PLAY 1 RYEGRAIi~ ANNU,4L 120 750 20D{~ 7. ENSURE THAT THE AT THE STONE (DRP,INAGE) SEGTIQN OF THE EMBANKMENT HAS ~ . T. 1. INSTALS THE DIVERSIt3N ,4S SOON AS THE RIGHT t?F WAY H 0 L 00 ` WA's HAS,. BEEN
LESPEQEZA (KOBE) 50 A P~AINIPAUM BOTTfl MAY 1 - AUG 15 GERMAN MILLET 40 750 2000 1:1 TFIAT EXTEND BOTTflt~ WIDTH QF 3 FEET AND M,4XIP~UM SIDE SLOPES OF CLEAF2ED AND GRAI?EQ, C\J "T .
XTEND TO THE BQTT4M ~F THE SPILLWAY SECTIOf~. 2. dISK THE BASE F~JR THE Ct7NSTRUCTED RIDGE BEFORE PL 3. TRACK. THE RIDGE, Tt~ CC7MPACT IT TO THE QESIGN GRdSS ARE PLACING. FILL, Of CROSS SECTION.
,4UG 15 -DEC 34 RYEGRAIN 12fl 1000 2000 THE MINIMUM FINISHED STONE SPI~~WAY B(~TT4M VdIDTH, AS 4. ~(7CATE THE t3UTLET t~N AN UNDISTURBED AREA. ADJUST SPACING C1F TI-~fE Di~ERSiQN TC7 IJSE THE MC7S1' STALE OU RIP-RAP PLACED AREAS. WNEiW NATl3RAL ,4REAS ARE NOT DEEFiIED SATISFA ARaI~ND PIPE INLET F"ROV~DE CtUTLET PR(7TECTIC7N. DJU ST FIELD Z.. NO do
~ ESTABLISHING PERMANENT VEGETATION 8. C~NSTRUGT THE M THE PERWIAMENT SEEDdNG OF DENUDED AREAS SHAt~L BE PERFORMED WITHIN 15 WORKING DAYS DR 90 CALENDAR SHQWI'J ON THE PL DAYS AFTER FI~JAL GRADE IS REACHED AM[? SHALL BE IN ACCORDA~JCE WITH THE PREV90US SPECIFICATIONS AND THE ~F THE OVER FILL FOLLOWING APPROPRIATE PERMANENT SEEDING SCHEDULE. SIDES QF THE SPIL THE P~AtJS, WITH 2;1 SIDE SLOPES EXTENDING ~'0 THE TOP ALE OUTLET
.R FILLED EMBANKMENT. KEEP THE THICl~NESS OF THE HE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21 SATISFACTORY, CL 00 CL x \0 1~0
LOW MAINTENANCE AREAS ARE MOONED INFREQUENTLY OR NOT AT ALL AND DO NOT RECEIVE LIME AND FERTILIZER QI~ INCHES. THE WEIR -IE WEIR MUST 6E LEVEL AND. COI~STFtUCTEQ TO GRADE TO t~AIPdTENANCE 12"MIN 5. IMMEDIATELY. SEED ,4NC? MULCH ThiE PORTI~JtJS f7F THE DIV X67 FILTER CLASS "A'~ FlLTER STQNE NOT SUBJECT TO CONS7RUCTlON TRAFFIC. STAB{LIZE WITH FHE DIVERSIONS
A REGULAR BASIS. SUCH AREAS MAY INCLUDE STEEP SCOPES, STREAM OR CHAt~~JEL BANKS, ,4ND IJTII.ITY ASSURE DESIGN C EASEMENTS. 9. MATERIAL USED IN SIGN CAPACITY. #67 Fi INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT S ISED IN THE STONE SECTION SNOU~O BE A JELL-GRA~EO RAIt~FAL~. REh~OVE SEQIMENT AND RESTORE THE TRAP Td ITS ORIGINAL ~TQ~~ ~ RIP RAP AREAS TO BE CRQSSED BY VEHICLES, :E WITH GRAVEL LO
u
APP~ICA,TION R,4TES {LB jAC) MIXTURE OF STONE i SEEDI(~G FIXTURE GENTLE SLOPES STEEP SCOPES " STONE bVITH A D50 SIZE OF 9 INCHES (CLASS B ERt7SI0N DIMENSIONS WHEN THE SEDIARENT HAS AGCU~1Ul.ATED TO ONE-HALF THE DESIGN ~ ~ ~ p " ~ ~ ~9~l~iTE~1,4i~CE
Tfi~LL FESCUE 80 10{} CONTROL STONE IS TONE IS RECUM~IENDED) AND A MAXIMUM STONE SIZE OF 14 DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED I(~ THE ~ ~ ~ ~ ~~a~ PIPE ~ ~ p PERIODICALLY INSPECT RIGHT aF ~fAY QIVERSIOf~S .FUR VvEAR ~ a ~ „ ~ ~ Q a PIPE EVERY HEAVY R,4INFALL FtJR EROSI{?N DAMAGE. IMMEDIATELY ~ ° cn 0 SEDIMENT ~RC1N1 THE FLUW AREA AND R~F'AIR DIKE. CHECK O fl ~ WEAR AND AFTER i IATEL ` REMOVE i
SERICEA LESPEDEZ,4 20 30 (USE ONLY UNSGARIFIED SEED AFTER AUG 15) INCHES. THE STO V{OBE LESPEDEZA 10 10 STQ(~ES WORKEQ I 10-10-10 FERTILIZER 1000 10Q0 SHOULD BE HARD, -IE STONE PLAY BE RAACHINE PLACED AND THE SMRL~ER DESIGi~ATED DISPC?SAL AREA AND REPLACE THE C4NTA~iINATED PART 4F THE ~RKEQ INTO THE VOIDS OF THE LARGER STQNES. THE STONE GRAVES FACING. _ ~ .ECI OUTLET AREAS
HARD, ANGULAR, AND HIGHLY WEATHER-RESISTANT. ~ r~ ~ ~ 1-, Q^ AND ~AAKE TIMELY REPAIRS AS NEEDED. WHEN PERMANEN`C R fl Q DRA~IVAGE IS ESTr4BL{SHED ANC? THE P,REA ABOVE :THE. TEMP(7R ~J~~.'~~~~,,.~?~~~-_,~~~ OF 1MAY DI1/£RSIONS {S FERMANENT~~' STABILIZED, REMOVE THE gEHT ROAD II TEMPORARY. RIGHT
AGRICULTURAL LIMESTONE 400Q 4000 10. ENSURE THAT THE CHECK THE STRUCTURE FOR DAMAGE FROM EROSIC7N OR PIPING. AT THE STONE SPILLWAY DUT~ET SECTION EXTENDS PERlOOICALLY CHECK THE DEPTH OF TFiE SPILLWAY TO ENSlJRE IT IS A )VE THE DIKE. AND
,M PAST THE TpE Q~ THE EMBANKMENT UNTIL STABLE MINIMUM OF 1.5 FEET BELOW THE LOW P~IMT OF THE EMBANKMENT. _ . F9LL THE GIiANNEI. TO BLEND WITH THE NATURAL GRQUNO. A SECTION PLA~ APPRQPRIA7ELY STABILIZE THE DISTURBED i4REA. UND, AND
I ADDITIONAL SOIL AMEPJDMENTS WILL ALSO BE USED AS FOLLOWS: DOWNSTREAM PAS CQNDITI4t~S ARE R APPLICATIQN RATES (LB/AC) THE RECEIVING ST# HULLED GERMAN MI~I~ET RYEGRAIN SECTION FLUSH W8 BERMUDAGRASS TO COf~FINE THE 0 FEB 15 - ~fi,R 21 ARE REACHED AND OUTLET VELQCITY IS ACCEPTABLE FOR IMMEI7IATE~Y FILI. ANY SETTLEMENT OF THE EMBANKMENT TQ SLIGHTLY ABOVE
'ING ST#~EAM, KEEP THE EflGES OF THE STONE OUTLET DESIGN GRADE. ANY RIP-RAP DISPLACED FROM THE SPILLWAY Mt1ST BE U5H WBTH THE SURRaUNDiNG GROUND AND SHAPE THE CENTER REPLACED IMMEDIATELY. {
THE OUTFLOW STREAM. TYPICAL EAI~THEf~ BERM w_ R
MP,R 21 -PLAY 1 15 11. DIRECT EMERGENC MAY 1 - JUiVE 15 15 10 g1~pp,~~ 4UT~ETS JUf~E 15 - A,UG 1 S 10 ,4FTER ALL SEQIMENT-PRQDUGING AREAS NAVE BEEN PERMAt~ElVTLY :RGENGY BYPASS TU NATURAL, STABLE AREAS. ~dCATE STP,BI~IZED, REMQVE THE STRUCTURE AND ALL UNSTABLE SEDIME~3T. SMt}4TN
VETS SO THAT FLOW NULL NOT DAMAGE THE Ef~BANKMENT. THE AREA 70 BLENQ ~JITH THE ADJOINING AREAS Af~D STABILIZE PROPERLY. 'HE EMBANKMENT AND ALL DISTURBED ARE,4S ABOVE THE L TO ~.Y.s.
,4UG 15 -ACT 25 a~T _ ~E~ 12. STABILIZE THE EM HIGH MAINTENANCE AREAS ARE MOWED FREQUENTLY, LIMED, ANA FERTIU~ED REGULARLY, AND EITMER RECEIVE INTENSE SEDIMENT POOL A USE UR REQUIRE MAII~TENAhJCE TO AN AESTHETIC STANDARD. SUCH AREAS MAY INCLUDE ATHLETIC FIELDS, NOME CdNSTRUCTdON. f~.T.S. z
'OOL ANO DOWNSTREAM FRC7M THE TRAP IMMEDIATE(.Y ASTER Icl
dON.
LAWNS, PARKS, SCHOOLS, CHURCHES, AND RECREATIgNAL AREAS. APPLICATION RATES (L8/AC)
SEEDING MIXTURE: FEB 7 -MAR 31 MAR 31 - AUG 20 STA~IC~ARD SEDIME~1TATi I-~ ~~N. p Ct~~! TRC~L FC~R CRC~SI i~ 10x10 DEWATERING ~(\h'il~f~~ ~~~HE R JTI~ n ~ BASIRi t~ 2:1 SIDE SLOPE p i T1 1' Lu: fly. A .0
AUG 2Q - OCT 25 AUG 20 - FEB 1 BLEND dF 3 OR ~4QRE TURF-TYPE TALL FESCUES 2Q0-250 5 fC
KOBE LESPEDEZA 30 min. ?SH" G LLB ~
10-10-10 FEF2TIL2ER 1000 1000 AGRICULTURAL LIMESTONE 4dOti 400Q STREAMS.
NITRUGEf~(TO BE APPLIES AUG 20-FEB 1 ONLY) LL L
~ ~~1---ff ~TCtP OF BANK ~ ~ f1 I ~ l.J ~ T~
P~ULGHItVG
MULCH SHALL BE WHAT QR QAT STRAW, OR PEANUT OR GRASS HAY, AND SHALL BE APPLIED AT THE RATE OF 4000 POUNDS PER ACRE TO ALL SEEDED AREAS. MULCH SHALL BE APPLIED UNIFORMLY 1MITHQUT CLUMPS OR BUNCHES QF 4f~ \J fem.. ~ D D ' (..1 f~ ~
MATERIAL. MULCH SHACC. BE APPLIED IMMEDIATELY AFTER SEEDING AND PREFERA6LY ON THE SAME WORKING DAY TEMP. CMP CC1
` THAT THE SELECTED AREA IS SEEDEa. ANCHOF2 STRAW 8Y 1`ACKING WITH ASPHALT, RAVING, OR (JETTING BY CRIMPING WITH A MULCH ANCHORING TOIL. dN STEEP SLOPES, USE A DULL DISK HARROW SET SO IT ~A!PLL NOT COVER THE lJ J O O O ,q NQTES•
MtJLGH. i HOL- TTOM STREAM CHANNEL
MAINTENANCE AND RESEEDING r~~eT1Q~ STREAM ~YERGE~iCY B~-PASS FLOW .AM Q C1 C7 d D O - 1 } EROSION STQNE TC} BE "CLASS I" RIP-RAP UNLESS JNLESS
' THE CONTRACT 10R SHP,~L M,4INTAIN ALL SEEDED AREAS UNTIL ACCEPTANCE OF THE WORK, BY WATERING, ~R4VdING, AND BELOW SETTLED C?ESIGNATED aIFFERENTLY; QN PLAN. a
~EEDIPlG. ANY ARE,4S WHICH FAIL TO SHAW A SATISFACTQRY STAND, FOR ANY REASC7N WHATSOEVER, SHRLL BE RETREATED FUL~0I~ING THE GRASSING PRt3CEDURE SPECIFIED HEREIN, DAMAGE, RESULTING FRAM EROSION, GULLIES, 4 ft TOP {~F D. ~ ~ ~ TDB C~ 2) KEY SAf~DBAGS & FILTER FABRIC IhJTU CREEKBANK ~ ~ ~ ~ INVERTS WHEN POSSIBLE KBANKS AND CL ENGINEER
~P.SHC7UTS, OR OTHER CAUSES PRIQR TO ACCEPTANCE, SHALL BE REPAIREl7 BY REEI~LING dUITH TOPSdIL AND # 57 STONE anin. 3} PIPE SIZE AND NUMBER TC} BE DETERMINED BY EN 4) SA~Jt7BAGS, PO~YETHYLE~JE, & 7EMPCIRARY CMP MA
RETRE,4TED FOLl:fJ1~ING THE GRASSING PROCEDURE SPECIFIED HEREIM1l. w
TEMPaRARY SEEDING SPECIFICATIONS FOF~ THE PIEDMOl~T 0 0 0 0 0 0 0 0 b UP MAY BE
Application Rates (ibfac) iii` ~ o00o c~ U~oo>aao ~ ~ aooaoaaooooo SANDB CROSSING - ~ 1' THICK 4 QELETED C?N DRAINP,GE aITCHES, WITHC?UT ACTIVE SANDBAGS PIPE ~ AS DIRECl'ED BY ENGINEER. CTIVE FLOW,
Recommended Species 1p-1Q-1D Agriculura9 Straw aoooooor r!r.~ ~y~,,rg~ WASHED STONE 5) CONVERT' T4 PERMANENT CHANNEL STABILIZATION UTILITY I:IhJE IS INSTA~L:ED: ATION AFTER '
Seeding Dates Seed Fertilizer Limestone GROUNDU~ 0 0 0 0 ~ STONE w H
Minter Wheat 120 25' 15~= fi) BAGFILL CkVER PIPE T4~ BE OF NtJN-ER4~D(B~E MA {RC7CK t~R STONE). LE MATERIAL.
Jean. 1 -Play 1 Annuol Lespedeza 750 2,OQ0 ~>QQ~
{Kobe) ~T~N~ SECI4~ 40' GC7NSTRUCTION EASEMENT
flay 1 - A,ug. 15 German Millet 4p 750 ~ pip 4,000
TQP pF BANK
Aug. 15 -Dec. 30 Ryegrain ~2Q 1,004 ~,pp~ 4,000 2 '~EN~POR ~ 4C~i I~EC D oN ~ .Use 2 to 15-inch stone (N.C. Department of Transportation class A or class Berosion control stone). POLYETHYLENE FABRIC ON FACE MIL. TH1GK)
4 U O D f~ C7 C? C) C7 C7 TEMPORARY sTaN~ aaM
SEQUENCE of CQ~1STRUCTIOfd f,~i,,if~r;,~,~~,;~i i~,.,!/~~//~~/~~/~~r/~~ .Key the stone into the ditch banks and ex#.end it beyond the abutments a ~~j~~~ ~//~~;jF~/~/,l~//,~,',~f minimum of 18 inches Ica aaoid washouts from averflox around the dam. STREAM `A~ C3 O C? O 0 4 c~ C1 O O C7 Q
. ~ J y~~~`~~~~`~~~`~~~~~~~~~~~ _OW ~~-~;+i TEMP. PIPE, SEE. LOCA+TIt~N IN P~.'AN FC7R SIZ aa~~ (rrn.}
~ 1. Obtain grading permit at pre-construction meeting on site. j 2. Install stabilized construction entrance( ~.~~/j~~%/;~`~ ,`1/,i~.~ mud ramp at all construction entrances. r\~\,~ ~ \`f~~`'~~~\~~~ ~QI1S~,%°L1G~.1QI1 1. Place stone to the lines and dimensions shoxn in the glan on a filter fabric FLOW ~.~/jl,,~/~f ,~~fj~,/ foundation.
~j~\~,r~~ S~?~Cl 1Cr~t14I1S 2 deep the center stone section a~, leasf. 9 arches below natural ground level ~5~~ 4~` ~V i
3. Cleor site enough to install erosion Control devices. ~~\~~~\~f / j / j ~ xhere the dam atsuts the channel barks. EX. IfVV. .X. INV. ~ Ea~n~ e~RM i
4. Install sediment and erasion control devices. ~ ~ ~ CREEK ~~/j~~ 3. Extend stone at least 1.5 ft beyond the ditch banks to keep CREEK 10' MIN. CROSSING CO.
~ ~ overflo~r water from undercutting the dam as it re-enters the channel. SANQBAG ~~1I1~eIlaI1C~ Inspect check dams and channels for damage after each runo#f event. SYNTHETI ~f PIPE
6. Inlstaii d ainage~systern. s. / 7. Protect all drainage structures. NQBAGS I_ TI
~ ~9ainte~in and clean erosion control facilities throughout ~,'~/j~'~// ~ rNTHETIC FILTER T n~/ s~ V
~i duration of project. ,~~jf~~~j, - - j/~~~/ T anticipate submergence and deposition aboge the check dam and erasion from FABRIC ~ / ~CdfY u=j ui
~'19. Seed site. ~~~~~`j~ / - - - high floxs around the edges of the dam. Correct all damage immediately. If sig- /j/' - - - - nificant erasion occurs betxeen dams. Install a protective rip~ap liner in that
X10. After all areas have been stabilized, remove all '\\;f~`\~f~~\~~ por~iara of the channel (practice 6.31. Riprap-lined and paned channals}. w..
temporary erosion control devices. '`'j/~~~~f~~ \f R~rnove sediment accumulated behind the dams as needed to prevent daa~~ .r , ` ~ , ` 35% OF SURFACE AREA
try channel vegitatian, allow the channel to draiaa through the stone check darn, )ESIGM
GENERAL ~AINTE(~ANGE PROVISIONS ~ \ ~ and prevent large flews from carrying sediment over the dam. Add stones to ~esicM dams as needed to maintain design height and C~'OS$ SBCt.1.QI1. SETTLED TOP iD TOP MAN OVERFILL 6° FaR
r ' Inspect temporary erosion control devices after each period / SETTLEMENT ~ 25~ FIRST CHAMBER 25% OF SURFACE AREA
ao. of significant rainfall. Check devices for rills, erosion, or ~`r :LLJ
~ ~ piping. All areas should be stabilized within 15 working days after construction in that area. Qenuded areas shall not exceed ~ .ririir~i~ 5 FT '~l~.//i~/r.~/r. ~i,,~%i la" p ~~j 4 FT MIN o /~~'r/p:l SIDE CLASS #1 RIP RAP SECOND CHA \ ~ ~ ~ SCOPE MAX EMERGENCY BY-PASS ~ 25X OF 3l1RFAC BOND CHAMBER )F SURFACE AREA
MAX FtI.L 5 FT ~ C7 0 0 0 0 0(; ~O ~O d0 ~O ~y/% ! 6" $EL4W SETTLED IAX FiI.L 2' To 3.5' 0~000~70 QUTLET ZONE
100Q linear feed without seeding and stabilization. All areas /~~f o QQ ~o ~ ToP of DAM 15~ C~` SURFACE ARE j Ool~. jj NATURAL ARE
s ~ damaged prior to establishing permanent stabilization shall be P, PREPARE SO/L BEFf1RE INSTALL/NG 8LAlVKETS, tN immediately re-established. FERTIL/ZER, AND SEED. ETS, t~VCLUQING .4PPLlG'ATIOIV OF LfA9E, (:I SIDE SLOPE GROUND FILTER 36" MIN F=w
cv 2. bE~/N AT THE TOP OF TN£ CHANNEL 8Y .4/VCHO o ,4dditionaliy, the fc~liowing items shall be performed in yr~oE 7~zFrv~'h! a,~C~`F~Lt ,anrD GL~~u~,~cT TH accordance with the specific construction details on this 3. ROLL CENTER BLANKET IN DIRECTION OF w,gTFR sheet: 4. PLACE BLANKETS END OVFR ENP (SHINGLE STYL ~ ' DOUBLE ROW QF STAGGERED STsiPLES' 4" APART .4/VCHORiMG THE BLAIVfs'ET 1!V A B" DEEP ~q~' FABRIC MAx
'ACT THE 1REIVCN AFTER STAPLING W,q TFR FLOW ON BC3TTOM pF CHA/VNEL. LL U)
"_E STYLE) lMITH A 6" OI~ERLAP. USE A CRASS-SEGTIOP~ PERSPECTIVE VIE11V i
APART TO SECURE BLANKETS: OF SIDE SLOPES MUST BE ANCHQRED
1. Sediment basins and inlet protection devices shall be 5. FUtL LENGTH EDGE OF BLANKETS Af TQP OF S/ rn'' cleaned when sediment has accumulated to one-half of the /N 6" DEEP X 6" WIDE TRENCH. BACKFILL ANO W ~ design depth of the device. The sediment shall be placed STAPL/NG. L ANO COMPACT THE TRENG"H AFTER
~RLAPPED 4" DVER THE CENTER BLANKET ~ I
in the die osal area or a lied to the land area. An 6. BLANKETS ON S/DE SLOPES MUST BE OVFRLAPP P PP Y ,4N0 STAPLEQ (2" FPR' C350 h9ATT/N~~.
gravel facings contaminated by the sediment shall be replaced 7. /N H/GN FLUW CHANNEL APPLfCATTf?IVS, ,4 STAPL AT 30 TCJ 40 FlJOT lNTERItgLS. USE ~1 RCJtN OF with clean gravel. 6~/pTy pF THE CHAtVI~£L. PLACE A SEC[?tdl~ R~t~ I STAPL£ CHEEK SLAT IS RECOMRlENDE1J ?CJtN OF STAPLES 4" .4PAR7' LJI~R Et~fT)R£ FEI~GE ANp FABRIC BURIED IN TRENCH
8~ ldi7 Rf~1~41 4" BELOW TffE FIRST ROW !N A i
W 2. Rip-rap, silt fence, and earth berm diversions shall be ST,4G'GERfD PATTERN, "HOG WIRE ATTACHED JST BE AIVCffORED /N A 6" I1EEP X 6° tR~Jt?E TO P45TS +MTH LENGTHS TOP CTF BAFFLE SHOULD 8E BELOW THE TOP OF THE BERM I
1',,: inspected for erosion, displacement, breaks, Qverruns, and 8. THE TERAAIn/,~L END t1F THE BL,4tvk'ETS atUST BE excessive sedimentation. These damages shall be repaired ~~~~'H. BAGff'F1LL ANA CLIMPACT THE TRENCH i by returning the device to its design condition. WENCH AFTER 5Tr4PUNG. ~F ARE HORIZONT NOTES: WIRED SE POSTS 6°x6" TRE(dCH, •HORIZONTAL METAL POST CUT 6" SLITS IN THE FENCE ~--CLEAN OUT VutiEM 9EQIMENT BACKFILI.Ed AN6 WIRED SECURELY TO VERIICA~ FABRIC ALONG 'THE 80TTOM REACHES THIS LEVEL COMPACTED M
POSTS WIRE IM EVERY OTHER SQUARE i
r 3. Seeded areas eroded prior to permanent stablization shall ~j'~~?~~ ~ he renrncled as necessary. reseeded and mulched until a T,/Y .9 j j~ L7 f 1. DRIVE S' STEEL POST AT (EAST 24° INTQ SOIiD TQ SOIiD GROUND. OF 1HE HOG HARE ~
f t~rf3d d i~Jl 6.Ct d V 2. USE STAPLES 1' APART HOR120NtALLY AND VERTI AND VERTICAIIY T4 SWFFT Nf"f L
IC5 suitable surface is achieved. TMVP ORA R Y DITC. o eAl X 4~T ntini,.n ~~c rncni4 iv inc nvw winc E APPROVED PLAN. r~ a~ x r . w
VTCH 3. SPACE THE BAFFLES ACCORDING TO THE APFRQV 4. THE FLOOR OF THE BASIN IN THE tkl'fLET ZONE ON L"' TOY VZOE SHOULD BE SEEDED AND MULCHED IMMEDIATELY BARN IS CONSTRUCTED. ET ZONE AND BERMS EDIA'MLY AFTER *ME
o. INS TA L L A TION BAFFLE INSTALLATION -STEP 2 BAFFLED.. TEMPORARY SEDIMENT t;
U j., T S. r, NT TRAP 11.
QAFFLE I'i'm'STALLA1'IQ - )N -STEP 1 N.T.S.
z
0 F
cc. c5 i A.