20061347 Ver 1_Site Plan_20070308

TRAPEZOIDAL SWALE ~ / ~ ~ , ; . J t ? I / X /
3 BOTTOM, 3.1 SIDES ~ a,'~ , ~ ~ ~ ~ { \ i ~
2 L r ~ . ~ LINE WITH NAG 5150 i ~ r';~~~~ ,f' ,p~`~~ ~ : ~ . ~ y ~ / ~ t ~ ~ ' 1
~ ~ " ~ r~ `,u ,r u ra: 1"' ' ~ ,~,r r~5' 1~ / % t ~ l /
~ ~ ~ ~ f ,r r~r ~ ~ / ,S~ ~fr w+~~. c. ~p ~
~ r :h ~ t1' ` r As ~ 'x,4,5 fr~ r~ ~ ~ i
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~ ~ " r,.~riy 4~7 . ~ ~ ~.1~ C.~, ENTRACE AREA ~ ~ / , ~
~ WITH NAG SC250 ~ . ~>~G,- ~ l f ~ _ ~ ~ : ~ 1; ~ ~,r, i':'. ~s< r~ ~ r' / s
i~ ' ~ f/fir J / /
~ N - 1 ~ ~t ~ ~ :S~r ,t ~ a \ y{ lI h
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! ' " ~Er r s sx r .r p.: l l BYPASS WEIR
CLEAN OUT ~ ~ r 1 ~ .f~. ~ f~~,~ r ~ f ~ ~ r~, f~ ; { W
i 1 3 ~ ~ 1. Vj ~f,., U
PLANTING SOIL { ' - ~ ~ - ~ , :k ? ~ } ' / ~ LINE ENTRANCE Ta , : ~ . ~ ~ r ~ / r / BiORETENTION AREA N a
LIMITS ~ f j f t r~-- r ~r t , r ~ l r s : = v ~ ~ ,.WITH NAG SC250 , r ~ ~ x U N
i ~ ~ ~ti<~,. j J ) / ~ r.~ 1 / ti QG <C Q
~ ~ r ~ f t\ ` ~ . r ~ ~ ~ ~ C" W ~
i l ~ 5~2. , t f j k;, ~\~~j,~;~, xa i' VSO E ~ M , ~ ~ a~`rr U Q to
t 1 (I 1 1 f t S ~,.T.. / t ti s ~ e 'A i
I ~ ~ i ~ ~ ~ ~ ~ i I E x r EX. CONTOURS TAKEN / j , M1` ~ f p r 0 at, , i ~ ~ l ~ fn •a o6 05 Q~ Z O to
{ r j l .,:.n; r FROM SURVEY ~ ~ ~ ~ ` ~ t i s; ~ ~ ~ \ / "~t ~ / .4 y. z ti V-
EXTENT OF j ~ ~ t ; f i 1 i / ti ~ ~ ~ j r:...
1 BIORETENTION , i r ~ ~ ~ ~ ti f.;r ~A I r 1 t ~ f ' r 5 ..;h :S,,Yf ~ a LIMITS xF aISTUR X
AREA ~ r f / ( ~ ~ r ~ ~ ~ ~ 1' ~ , - j . '~i:, o ~ T t P. i a. OF DISTURBANCE o < za
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~ f ~ ~ ~ r v ' 3 ~ / / I ~ ~ : \ / ~
t r / ~ ~ , ~ ~ ~s ~ / ~ t ~ r,. ,x ~ r ry / ~ ~ i l i ~
IMIT OF I TURBANCE 2--LB ~ ~ ~ r ' ' r / ~ ~ h ~ ~ o~ , ~ ~
TYP. ~f ( ) 1 ;~y ~ t~ ~ ~ ~ ~ ~ f
v~ J / .u . ~ Y u , f 1 /J f ~y~j/ ~ ~ r t ~ f / ~ ~ ~
~ A~ / r ~ ~'?r ® V t I / / / 0 ~ ~ ~ 4
CLEAN our ~ti, 4 ~ ~ ~ , , ~s ~ * h ~ r ~ ~ ~ ~ cv ~ i ~
4 PERFORATED ~ ~ ~ ~ ~ ~ , ~ it f ~r ~ I~ < f rY ~ ~ . , / ti 3-HV .
~ r UNDERDRAIN PIPE ~ ~ : { I l , , j~. ,r ~ 1~, 7 / l l ~ x.
x:, ~ ~ l y ; is ~ J t•;, ~ / r / t r ~ Fi, o ~ / ~~w;: / / o.:.~/ ~ Li.
r z- PROPO T / .r
t, , 3...OP r f ~ `f ~ t T f .V pp~~y) / r~~~; ` EASEMENT s;, ~ / ~
ti, "ti. 'z~.9, I , ~ err (i 1. ~ ~;1' r ~ ~ ~
9 ~ ~ 4,.- r ~ ~ -Y~. l Ff ~ l f 3~BN U~ ® ' 4 ~ .K~ 4, /
~ Y h ` ~x~rn} C~ r1 r ;3. f ~ r ca
. ~ / y~:. g> .r i ~ ~'r F ~ ~ ~ 1 ~ ,~a" / l o t~, ~ < ~ r ~r ~ , PLANTING 501E o r• N
~ f , ~ 1 _ ~ ~ ~ ¢,o-°` ~ ..y-~ n 1 ~ , err _i n r / ~ ~ ~ f y;;~- LIMIT ~ 5
~ PROPOSED f ~ : ` 4 NON--PEKE ED, \ ~ { ~ . ~ / Y ~ ~ ~ ~?y . d I / ~ u . ~ t EX. CONTOURS ~z
- f /r x ~ , ~ E : STORM f ~ ~ PIPE TO DAY fi T . ° ~ ~ ` TAKEN FROM
EASEMENT ~ ~ r~ , t r ~ , t ~ - ~-LB ~ . SURVEY ~ u.
~-HV ,r ~ ~ S., / / ~ ~ / ~ EXTENT OF a~ a~
2-AR .r i ' r SILT FENCE ~ y~ i R NT r , ~ SILT FENCE TYP, ,,r~9,; B 0 ETE #ON AREA Ul co
( ) ~ / t ~ G 5 ~ / sr ,.r ~ O Q ~ N o 2
4 PERFORATED f ~ " : ! ~ ` ~ ti / / / i ti CLEAN xUT "HV 4 PERFORATED - P ~f;.; 3-Cx ;~r l UNDERaRAIN P c
UNDERDRAIN PIPE / ~ ~ . ti 2 Q f ,;r, IPE / 0
~rcD-s.z 3/CD-8.2 ko 60 CL o
era~I~r~Hrio~ al~~a sc~u.E:~•=xa Blt~RETENTl~N AREA #2 ¦nmrra:lana~i®nias~cR~a14#
S al = Q Sc le 1
5' WIDE GRASS STRIP AROUND PERIMETER Of: BASIN 5' WIDE GRASS STRIP AROUND PERIMETER OF BA51N
APO ~~p,p4appp0 ~d
P 31 MAX 5L0 E TOP OF BIORETENTION 3:1 MAX SLOPE TOP OF BIORETENTION ~ e
REA = 2806 SF TOP OF BERM AROUND BIORETENTION AREA ARE4 = 32' X 105' TOP OF BERM AROUNa BIORETENTION r s
ELEVATION = 521.50 TI = ( ~ (ELENA ON 521.00) 33E>4 SF) AREA (ELEVATION = 526.00) (ELE.VATION = 524.x0 a
CLAY EMBANKMENT, COMPACT TO 98% CLAY EMBANKMENT, COMPACT TO 98~ s a°
5' PROCTOR . 1' THICK 57 STONE LAYER 5' PROCTOR 1' THICK 5? STONE LAYER aoaoa
/ / r WY BYPASS SPILL A ,ELEVATION - 521.50, t\'\~ ,e, ~/r - ~f ~ BYPASS SPILLWAY, ELEVATION = 524.5x, ILTER FABRIC ~ , \
iLTER FABRIC ~r WAY Wl / ~ / . 3 SOIL ARMOUR SPILL TH NORTH \ Y AMERICAN GREEN C35O f / 3 SOIL / . ARMOUR SPILLWAY WITH NORTH / / f 1~:~ / \ \ AMERICAN GREEN 0350 J~JlJ094~'~0 &/197
,~f, /f f/ . , . , fir, / LAYER ~ /
t:t MAX SIOPEBELO 1:1 MAX SLOPE BELOW / \~~~~3•..1 MAX SLOPE
\~/Wj X3.1 MAX SLOPE PLANTING SOIL SURFACE\//~ \1 MAX SLOPE BELOW PLANTING PLANTING SOIL SURFACE/ \
~\~ij~%/~~% • ° ' . SOIL SURFACE ~\~i~%~~~ X1:1 MAX SLOPE BELOW PLANTING SOIL SURFACE
PRELIMINARY
4" PVC PIPE TO DAYLIGHT 4" PVC PIPE TO DAYLIGHT " PERFORATED DRAIN PIPE IN X57 STONE NOT RELEASED
" PERFORATED DRAIN PIPE IN X57 STONE FOR CONSTRUCTION
~21CD-8.2
BIORETENTION AREA #1 CROSS SECTION 4/CD-8.2 'NCDOT PIPE INSTALLATION DETAIL Jab Number: 0532
ammo-•= NOT TO SCAM
Drawer ScP
TREE LEGEND Checked SP8 Date 8/9/06
Revisions 8/24/06
1. PLANTING SOIL WILL HAVE 10% TO 25% CLAY 5/25/06
I ACER RUBRUM 'AUTUMN BLAZE' RED MAPLE CONTENT AND SHALL BE A SANDY LOAM OR LOAMY ~..j SAND TEXTURE. THE FURNISHED SOIL WILL BE OF DESCRIPTION METHOD FREQUENCY TIME OF YEAR 2/20/07
UNIFORM COMPOSITION, FREE OF STONES, STUMPS, QUANTITY
ROOTS OR SIMILAR OBJECTS LARGER THAN 1". SYM. 1 2 BOTANICAL NAME COMM _ON -L4) QUERCUS PHEILOS WILLOW OAK PLANTING SOIL WILL BE PLACED IN LAYERS LESS S SOIL' -MMON -NALAE SIZE ----R- INPSECT AND REPAIR EROSION VISUAL TWICE A YEAR NA
THAN 18" AND LIGHTLY COMPACTED BY TAMPING WITH W
-R -7 AC A BUCKET FROM A BACKHOE. W LEAD R SING I LEADER. 5' 8R. HT.
BETULA NIGR.4 RIVER BIRCH 2. TREE AND SHRUB FERTILIZER SHALL BE A 21-GM, x i 4 BMLA NIGRA RIVER B I TIGHTLY COMPRESSED, LONG TASTING. SLOW RELEASE dVER H .2,5--3- CAI B B- & FULL- S L REMUICH AND VOID AREAS BY HAND TWICE A YEAR NA
VITCH HAZEL HT- CONT., EVIL NKBERRY 36 HT CONT. FULL REMOVE AND REPLACE DEAD ~V SEE PLANTING TWICE A YEAR 3/15 TO 4/30 AND
(2 YEAR) FERTILIZER TABLES WITH A MINIMUM ~ A LI VI 1 I A WITCH HAZ GUARANTEED ANALYSIS FO 20-10-5. FOR D ~L RA BEN70 INKBERRY
LB LINDE IN - N I LI ~ S SHRUB LEGEND CONTAWERIZED TREES AND SHRUBS, THE FERTILIZER x ~ 909R CONLO AND DISEASED VEGETATION SPECIFICATIONS 10/t TO 11/30 AND
TABLES WILL BE PLACED IN THE BOTTOM OF THE Sheet Title:
PLANTING PIT ACCORDING TO THE FOLLOWING RATES: ~ MULCH MULCH 0- MAHAMEUS VIRGINIA WITCH HAZEL 1 GAL- 1 TABLET, 3 CAL - 2 TABLETS, 5 GAL - 3 c~ AUL H FINE allREDDED H O - THI WATER PLANT E°;',T'=RIAL AT THE BY HAND IMMEDIATELY AFER NA END OF EACH DAY FOR COMPLETION OF
FOURTEEN CONSECUTIVE AFTER PROJECT
Q ILEX GLABRA INKBERRY TABLETS, 7 GAL - 5 TABLETS. BIORETE"NTION
LINDERA BENZOlN SPICE BUSH NOTE THAT THE HEIGHT FOR SF LISTED ABOVE ARE AT TIME OF HT FOR SHRUBS AND THE TREE CALIPER PLANTING HAS BEEN COMPLETED F TIME OF INSTALLATION. AREA
(D CEPHALANTHUS OCCIDENTAUS BUTTON BUSH DETAIL
SHEET
Sheet Number
61CD-8. 7/CD-8.2 ` 'L G ND 'NO E~32 ~BIORETENTION AREA PLAN SCHEDULE Nor TO /CD-8.2
MAINTENANCE SCHEDULE NO,reSCAM CD 82
-

~ ~
®m ToP dF FILL TOP OF FILL TOP OF FILL C? ~ r'" / . --I h r'
Dwo~ wa ca f' "f'N (/,t GROUND LINE H GROUND LxNE N GAQEINq LINE H ~ ~ f f m0 ~ ~ ILJ~t-~I~r ~ 1 ~
~ C~ C'~ m n+~ rrr.=erg" ~ 7- Wray r~rrrrr r,~ nr..-rrrw er..~rr i /~7' iurrr.~ur~u~rr r,~ ru,~rrrw ~r,-rt ~nrs r7rr.~rr w w 4. ~ •.^."""F,, 'C1 Z7 rr / r ra rrr ..-r- ~ ~
• Z ~ -ti ~'t'f } I A. ru i I.D. ur O.p. 24 MIN. i I.q. rrr _ ~ LT,~ wQf• ~ it 1 " t11F--L~CaJ / w rrwnwm w ~a r ,r~ rr
~i} ~ W itr try r±r NOT LESS THAN 3 ir7 ru ~ w r ~s z „ oa~'1
: •.r~:: ~ ~ .w / ,y lruwrr rrr rn rrr^rrr=UrY ru ~Nr «rW rrr ~ix'rrr=- rrr ~"'1'' l ,f J'~ ~ (I rte, .-w ~ .r.`""..,+ \ \ ICJ ~ ~ ..+r ~ 1 ~ / ~ i
M ~ O.p. 0.. ~ ROCK d ~""r f NCJ 0,0./24 MIN. O.D, i2 NIN. p rrr nr~nt=n ~rrr~rrr~ rn=,lr=rn EMTH wG / /
2 NOT LESS THAN 8" r 1 n O.D. i O.p. + 4 NOT LESS TWIN 8 + , AS DIRECTED 8Y ENOR. / Q.D. 4 /
O.O. + 4' / RO K FBUNDATI / / NQRMAL EARTH FUUNgATIgN C ON
UNSUITABLE MATERIAL FOUNgATION / PIPE ~N TRENCH
/ / r
TOP OF FILL TOP OF FILL TOP OF FILL / / Z / f / ..f ~
h1 ~ 4 r j j -im acM j / r / ~ ~ / ,Y,/""." IN~ 111 ~ W
~ MIN. O.D H MIN. 0.0 MIN. O.. MIN. Q.Q. MIN. O.D. N MIN. O.p. ~ IL ~ 'J .r 1 .y-
r .-w..-..~..~,.,. ~ ,r..-~-.--- f ~ _ +-'y ~ TOP Qf-~VAL~. *"A*w? . EF-
~ Z f j / Q = r•' GROUND LINE GROUND LINE r• w / ~ 5.78 / ~ . ~ Z h U N
GROUNq LINE 'r / I.D. z.p. I.q. / to ~ tits / / tL d v
~ ~ A ' ~ m _nr...>rr~rir~ru_..ur r =ru rrrrrr~ruTrrr .-.rrr u~rrrar rrx"rwrrr="r~ d 1 / M = rrr~rlr„ rU=cr ~rF=717 trlY,!ll~dr-1N ~ / o
Q w ~j~ 0.1).124 MIN. ~ur~ rn ?rrr=rr r~ rrr qtr = O,D,/12 MIN. t~ ~ ~ / co
0 o.D. m ~ " O.D. NOT LEA THAN 6" ~ o ~o ~ NOT LESS TWINS nr;~rrr- rr ~rrr~ur~ rrr~rrr-rrr Q = / Uj / v _ o p4 ~ LO
M O.D. + 2' p,p, + 2' ROGK O.q./24 MIN. AS DIRECTED ~ ~ F- 1 f / ~ D NOT LESS THAN 3" MIN. Q.D. 0.D, MIN. O.D. 8Y ENGINEER ~ W ~
RACK FOUNDATION UNSUITABLE MATERIAL FOUNDATIQN u~ ~ NORMAL EARTH FOUNpATION ~ , t~ 518 ~ z a( z a,
w ~ PIPE ABQVE GROUND x ~ / / TOP OF UVALC`~~ . •
r ~ cn / ~ APPROVED SUITABLE LOCAL MATERIAL OR SELEGT MATERIAL FqR FOIpIpATIDN CONDITIONING ~ / / Cs / i ~ ~ GENERAL NOTES: AS gIREGTED 8Y THE ENGINEER. ~ / v(Y) p -C X Q p U-
Ep LL OA ' ' ' ~ ~ / / Q X.Q. =THE MAXIMUM HORIxONTAL INSIDE gIMENSION. APPROV BACKFI SELEGT BACKFILL MATERIAL. WHEN H IS tM1EATER TNAN SO , / 9J D ~ i 4 C~ D ~ . ~ • TBR.,OF WALL = ~ ~ o a a
~ USE SELECT MATERIAL OF 7NE APPROPRIATE GLASS AS FgLLONLR: ~ ~ ~ O.q, =THE MAXINIAI NOAIZONI'AL OUTSIpE DIMENSION. rrGtrr~ ur~rr UNOISTiJRB~ EARTH MATERIAL W r ~ Q ~ C~ t 520.8 . •
SELECT MATERIAL rH, % / ~ H -THE FILL HEIGHT MEASURED VERTICALLY AT ANY POIN'( / ~ 0 n fl D ~ . . / ~ ~ i r ~ d . 00 t7 Z
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP CLASS IV OVER 5O FEET f 'b / pF THE EIS" AT THAT {MINT. CLASS III OVER 40 FEET 1TiA0UGH 50 FEET r r ~ ~ • TOP OF WALL = Q ~ C3 ~
CLAS'R II QVER SO FEET TNAOUGH 40 FEET ~r THE CLASSR OF SELECT MATERIAL USED FOR AN INDIVIDUAL PIPE INSTALLIOTION IS ~ r ~ 524,.4 fC} C? ~ a / e ? d 000 tL c_ co
tI115ED ON THE MAXIMUM `H WHICN 0(XNNIS ALONG THE PIPE INSTALLATION. A HIQt~R CLASS ! ` LOOSELY PUICEb APPROI?ED SUITABL@ LQCAL MATERIAL QR SELECT' MATERIAL SELECT MATERIAL, NOT TO EXCEEq CLASS IY, MAY BE USED IN LIEU OF CLASS II OR III. ~ ! / ~ ~ C3 d ~ fl 13, t'' ~ i9 a o~ Z
~:~:•r'•:~,; FOR Frotq~IDATION CDNgMONINO AS DIRECTEp 8Y THE ENAINEER.(STONE SELECT MATERIAL WILL NOT 8E REQUIRED AROUND THOSE PORTIONS OF AN INDIVIDUAL HEET 1 (}F 1 WILL NOT BE ALLOIpEpJ PIPE INSTALLATION LOCATED UNDER THAT PART OF 7NE FILL WHERE `H' IS 30 FEET OR LESS SMEET 1 OF 1 / O 4 D / TO,R ~ WALL ~ fl ~ p
I r~ q0 NOT OPERATE HEAVY EQUIPML]iT OVER ANY PIPE CULVERT UNTIL THE PIPE GULVERT HAS / ~ ~ / ~aa r a~ BEEN PROPERLY BACIO'ILLE13 AND COVERED WITH AT LEAST S FEET OF APPRDYED MATERIAL. f . ~aa r o~ ~ r 518.64 ; , ~ 0 U ? • e W 0) w
/ ~ ~ 1 / r ~ ~ t, ~ n Q d ~7 a I` 0 a
. 11CDr8.1 j t i / ~ ~ , / ( ~ ~ . o ~ ~ ~ ~ ~
NCDOT PIPE INSTALLATION DETAIL J j / HOT TO SCALE j ~ O \ ~ 4
" ~ f f f + , t / s / ~ i ',~4r ~ t ~ ~ ~ ~ ~ ~r
~ r " ,Z I 1 -7 m Y oN f i , ~ r " ,r ~ I
w GENERAL NOTES: h1 n n } ~ ' 1 • USE GLASS B G~+ICRETE THAlHJOHOUT. 'd ~ I w Z <C ~ ~ / ~ ~ rr~ ~ 1 1 r° i , , ?r ~ I
N o r n n ~f w ~ ~ PROVIDE ALL ORATED DROP INLETS DYER 3 IN DEPTN WITH STEPS 12 ~ ~ ~ U . r ~ ON GENTT:R. USE STEPS WHIGH COMPLY WITH STT). DRAWING $40.86. w t f r ~ / \
© c ~ LL...I w ~ M ? ~ OPnIONA1 CONSTRUCTION - MS1Il01.ITHIC POUR, 2" KEYWAY, OR N4 BAR DOWELS AT ~ o Q.. ~ ~ I ~ VV X i2 CENTERS AS DIRECTED BY THE ENGINEER. ~ ~ ~ O ~ - "?~t , I , ~ 1
~ A ~o ~m w Lt ! ~ USE FORMS FOR THE CONSTRUCTION OF THE BDTTOM SLAB. = l I ~ ~ ~ , / ~ / ~ , , rs y`•
w 'L'1 U o >I ~ (/I~ C IF REINFINtCEp CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, App TO SLAB Q ~ ~ r r S o I-• w ~ 1 i ~ f ~rAMll~~ t rlrtl~~~M~N t ~ ,Mi1r ~ i wrw i ~ l
~ w "a ~ A5 SHOWN ON STD. N0, $40.00. F- S Z w , oM cnH~,oJ ! 1 / +n CONSTRUCT WITH PIPE CROWNS MATCHINt4. R; w ~ ~ / r' ` hY' j I J
n an ~ 1 " 1'-7" MAX, DEPTH OF THIS STRUCTURE FROM TOP OF BOTT011 SLAB TO TOP ELEVATION ~ y'r ~ " w d r ~ ~ I ~ ~ ~ 1 f r! / ~1
~a IS 12 FEET. w ~ STANpAIM) FRAAE 141b RA Q. / C(j ~ USE S G TES 84O 22 (SHOMIN), 840.24(SNOWli), $40.20, r . - / ~ ~ / ~ ~ ~ / r ~ ~ /
Z GONCRETE APRON 840.28, ANq 840.33. ~ w © ~ l ; ~ ~ ~ ~
SEE STANDAAq gRAWING 840.25 FOR ATTACHMENT OF FAA1~8 AND GRATES NOT SNOWN. I GHAMFER ALL EXPOSED LXlRNERS 1". ; i~ i l r- e f ~ ~
J ~ / ~ ~ © . ORAWINQ NOT TO SCALE. ~ / ~ ~ © / ~ ~ /
Y ~ f ti o ~ r ~ ~ z ~ ~ ~ ~ ~ ~ ~ u
r _ ~ i ~ ~ ~ ~ _ ~ ~ ~ ~ r ~ 7
GONGRETE / / ~1 tL ; , ~ APRON _ / , 1 - / ~ ~ ~ ~ , 1 ~ I
FRAM1" AND ABATES n ~ - ~ CONCRETE APRDN 4 I I'~ o Tn~~InN SEALANT 0 5 7. / ' 4 r 1 1 ~ ~ ~ l
5EE DETAIL LL- r h ~ ~ • n
~i w ,Q ~ • " t~ W ~ N ~ • ~ EXPANSION ~ ~ S A - iY n rr GLASS "B" , b R-~""' ~ • , ~ 00
~ u n r Q. ` ~ ~ ~ 6 $ CONCRETE CONCRETE ~ w N cv
„ R ~ ¢ N a HEADWALL PLAN VIEW ~ rV 4" " I OUTLET PIPE
4 r~ r• , -•r- W c fe 1 = 20 ~m ~Z
. ~ DETAIL ~ M ~ oLmET PIPE n W 3 SEE NOTE &rr SEE NOTE ~ ~ ~
(pJ © d n (APRON SUPPORT NOTCH) C1 ~ '0 I~AX. PIPE THIS SIDE • i8 Z ~
o SECTION X•X d Cf ~ SECTIOH Y Y N ~ W o ~
. i,-~ M D o h M w
m w PITCH GRADE ~ N Z N r m ~ _ M4 BAR w t -~"h" ~ = .J n 3:
rr# 1 t 1 "T'i t I t I C7 a c z N
o t t I ~ ~ W ~ IAIifIM~ Drn~IONS AND AUIUftITIP.S FOR CIDNCR[?IE GRATEIT PROP INLET' I I I ~ I t ~ W h 0
PIPE SPAN WIDTH HEIGHT CUBIG YARDS OF gEOUCTIONS I t I ~ ""I W . CONCRETE IN BOX FOR ONE PIPE I t t I ~ CL 4
m BOTTOIt H PER H WIN, I t I I-~--MEgIAN D.I. ~ D A B H TOTAL C.S. R.C. 6 SLAB FT. NT. TOTAL ~r
12" 3'-8" 2'-0" 2'-6" 0.362 0.247 0.597 0.958 0.020 0.032 ~ n u~ ~
1!i" 3'-$" 2'•0" 2'-9" 0.382 0.247 0.$59 1.021 0.023 0.036 QOWEL A 18rr 3,-8n 2'-0" 3'-0" 0.862 0.247 0.720 1,082 0.033 0.049
24" 3'•8" 2'-0" 3'-$" 0.382 0.247 .0.8$5 1.227 0.059 0.085 a~e~ew~oe~rl~~
HEFT 1 OF 1 30" 3'-8" 2"-0" 4'-0" 0.352 0.247 0.988 1.350 0.092 0.127 SHEET 1 OF 1 3$" 3'•8" 2'-0" 4'-$" 0.962 0.247 1,112 1,474 0.132 0.17$ CAR
~4~ r ~~~r~~
. ~rc0-s.~ s • M
NCDOT CONCRETE GRATED DROP INLET TYPE 'B' DETAIL NCT TA SCALE s SEAL e
27892
%
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w/~/~ <t d VI o 'IT .w w. ~ ~ ~.w ~ M ~~°eeetert t;eooo~e,~
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r~ n N i~ Z N+ N L D 04 > PRELIMINARY
NOT RELEASED
FOR CONSTRUCTION
N1 ~T~ Nf
~ PLAN G~~ SECTION Y-Y FOR DIA. BOLT W Job Number: 0632
~ F
Drawn SGP
m ~ 1 r• FRAME SECTION Y-Y cc Checked SPB
cm LL Date 8/3/06 Revisions 8/24/06
CY co 3/25/06
X 21,03/411 M 2/20/07
H cc
o g 1'-11" 1'-11" '4 ~Y'~ ~ ~ °o y
D GRATE SECTION X-X Q
y o GRATE SECTION X-X x o X zc1c
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T I o l1w 3'-101~~~ , „ ~ Q ~ 1 -111/4 ~ Y .J w Sheet Title:
ao 4'-0" ~
a W 2#-03,411 PLAN
m FRAME SECTION X-X DETAIL
~ FRAME SECTION X-X NOTE:
SHEET 1 OF y SEE STD. M. 840.25 sxeer t of I SHEET
840824 FOR FRAME ANCHORAGE. $40.24
Sheet Number
'3/CD-8A 5/CD-8.1 NCDOT FRAMES AND NARROW SLOT SAG GRATES DETAIL 'CONCRETE HEADWALL ELEVATION
NOT TO SCALE NOT TO se•• ON CD 8A
- -

FILTER FABRIC EROSION cON~TaOL/CONSTRUCTION sEQUENCE
' MONSANTQ $IDIM - C34 at^ ERUAL 5 ~ AC
MIN"'"" NdG WIRE, f2 GAUGE MIN., 4"x4" 12" MIN. 1.5 ~ 1. OBTAIN LaaND DISTURBING PERMIT FROM NCDENR. POST LAND DISTURBING PERMff AT THE SITE,
SUPPORT FENCING 1804 cu Fr/ACRE ~ 2. INSTALL :aEDIMENT ANq EROSION CONTROL. MEASURES AS SHOWN ON THE APPROVED PLANS FROM THE END OF EXISTING PAVE PEEP CUT OR FILL SLOPE THE PROPOSED CULVERT AT STATION 3+26.0. C ;ISTING PAVEMENT TO
sTEEL Posrs ~ 5 FT sTEEP CUT vR AT s FEET Max . 1. USE FOR DRAINAGE AREAS 3 LEAK AND GRUB AREA FROM STATION q+qp TO STATION 3+5q. INSTALL 12q G CULVERT AND ASSOCIATED FILL.. IMMEDIATELY INSTALL DOWNSTREAM RIP RAP PROTECTION AND SILT FENCE AT TOE OF FILL SLOPE TALL 120" CMP
MAXIMUM SPACING NOT EXCEEWNG 5 (FIVE) ACRE , Q ~o ABOVE PIPE I"NDS. CULVERTS TO BE INSTALLED IMMEDIATELY AFTER CLEARING AND PRIOR TO GRADING. FILL SLOPE AND
2, EARTH BERM SHALL BE STABIL(zED w/ SEEDING 2:1 SLOPE (MAX) 3. INSTALL >EDIMENT ANq EROSION CONTROL MEASURES AS SHOWN ON THE PLANS BEYOND THE CULVERT IN5TALLATIO .
ACCORDING TO TRiANGI,E SPECIFICATIONS. FILTER CROSS CON FASRIc N CLEAR STABILIZE DIVERSION DITCM GRUB AREA E~EYOND CULVERT INSTALLATION. X CLEAR AND
3. USE CL.FAN COMPACTOR FILL MATERW. FOR EARTH BERM. OVERFILL 6" ~ WITH TEMPORARY SEEDING ROSS SECTIaN AND EROSION CON
DESIGN FOR SETTLEMENT SGF 14fiL/ y 4. BEGIN LAND DISTURBING ACTIVITY NECESSARY TO CONSTRUCT TH P NETTING E ROPOSED ROAD. AS CONSTRUCTION PROGRESSES, INSTALL PERMANENT EROSION CONTROL DEVICES. ;S, INSTALL
TOP 21 MIN
aaa•, ~ 1' FREEBOARD . m D h... ~ ~aaa an' 5. AFTER ROAD HAS BEEN GRADED AND SHOULDERS HAVE BEEN STABlLlZEq, REMOVE SEDIMENT TRAPS. AFTER REMOVING SEDIM E TRAPS, CONSTRUCT BIORETENTIQN AREAS. VING SEDIMENT
aabaDaa . 3 D aD.. 1.5 FT ~fS'0 SEE PLAN °s fl
~a9aaaD h ~ © X2:1 SIDE D c 7 n aD ~ ~ 5 ~ p ° ° SLOPE MAX . 6. INSPECT .ANq MAINTAIN THE SEDIMENT CONTROL gEViCES SO THEY CONTINUE TO FUNCTION PROPERLY. THE PERSON RESP N UP5LOPE TOE POSITIVE GRADE 1.0~ MAX. z O S ~ EROSION CONTROL WILL OVERSEE THE INSPECTING AND MAINTENANCE OF THESE DEVICES. MEASURES SHOULq BE INSPECTEq WEEK )N RESPONSIBLE FOR
9aDaaaD ~ ~ MAX FILL ° S7 0 c~ as>a a ~ • ~ w pQv~i q WASHED STgNE IN TRENCH dDayDp....'.....~ . ...............'.'r z MN AFTER A RAINFALL OF MORE THAN Q,5 INCHES. 'ECTED WEEKLY AND
aa9uaa~" FILTER C.l~', 1:1 SIDE SLOPE AND 6 UP THE FACE tlF SILT a ~a D F ~ ,yao ~ SIDE SLQPI SIDE SLOPES 7. MUD AND DEBRIS WILL BE KEPT OFF THE PUBLIC STREETS AT ALL TIMES. iF MUD AND DEBRIS ARE TRACKED FROM THE SITE w
FENCE - CpNTINUC]US. , Doaa~a~~::.:~,~:•;;:•:~;::': ~ ° NATURAL 6 TRENCH aaD°r3a GROUND 2 : 1 (MAx a~aaa~,a . 3 FT 2 : t (MAX.} SHOVEL, BROOM, QR POWER SWEEPER TO REMOVE IT IMM iAT o 0 o ED ELY )M THE SITE, USE A
aaD~a, MIN eD~D4 GRgUND SURFACE 000 000 00 000 0~0 000 00 00 ° 000 0'`0 00 00 000 000 000 0
' / MAIN N N 0 0 0 0 0 0 0 0 0 0 0 0 SEEDING AND RESTABILIZATION OF DISTURBED AREAS MUST BE ACCOMPLISHED PER THE PLANS ANq SPECIFICATIONS WITHIN 1 0 0 00 00 00 0 0 q 0 0 0 0 0 0 0 o ~ 0 0 0 0 CALANDER DAYS OF COMPLETION OF ANY OR ALL LAND DISTURBING OPERATIONS. ? WITHIN 10 v r• Q N
, / MsPrxr tE~PORAjaY sir mAPS AFTER EACH PERIOD OF stirrwr Rl~'AU.. RQaOVE SEDb~71T ~ RESTORE rgAP r0 ItS ORN;arN. . onIStNS nrE sEOn~ENr NAS ~a,u ro _„r~ rF1E DESIGN DEPTH of raw. t r tED oN¢ tNE PtAAE rNt: s~DI~ENr ttu ~ REI,IOVED ~ O
PASTS DRIVEN A aESr~ED DI5POSAt. ~ RD1 REPtAGE ~ COHfA1~NtEQ war or TFtE GRAVEL FAf,YtKt. f 8" INTq GRCIUND a~ac n~ srRUCrt~E fOR FROM ERO~4N OR waa+c. PERIODICALLY d~ac tNE OEPTN OF TILE SPk1.WAY ro ENStNtE it tS A NpNI~Nt STEEP CUT OR FILL SLOPE 9. WHEN CONSTRUCTION IS COMPLETE AND ALL gISTURBED AREAS HAVE BEEN PERMANENTLY RESTABCLIZED, REMOVE ALL TEMPORA SEDIMENT CONTROL DEVICES. REMOVE AND PROPERLY DISPOSE OF ACCUMULATED SEDIMENT AND DEBRIS FROM THE DEVICES AND LL TEMPORARY a
Of t.3 FT BE1.UW 1tD: LOM! POMP OF TILE E118At11ft1E11I: N~pA*AUtt1Y i1il. ANY SET1lt~tENT OF Tt~ EtA~tT TO SttCltllY A9OVE DE51Gft ' GRADE. ANY RD+ RAP QtSPIACED fROU rNE sPR,LwAY MUSt gE REFt,AGEO TELY. RESTABILI~E AREAS DISTURBED BY THEIR REMOVAL. THE OWNER OR ENGINEER MUST BE NOTIFIED AND APPROVE THE REMOVAL OF :.VICES AND ~ ZEMOVAL OF ANY °z
~a~j))//~+?? SG461LIiB 1TLE EJdBANIO~tENt ANR ALL OSrUR9fD AREAS ABOVE 1HE 5EDItIENT POOL AND 04riNSTREAM FROM 1NE'fRAP ppAfDVQEI.Y AF1ER ++M~~ jj ~J~ID~r{i/ " 6l~ID~rV CONS'fRUCTWN YIITH SEEDING. v7JCD~rV SEDIMENT CONTROL DEVICES. PLAN VIEW rD~rV 4/ D~.a < C6
SILT FENCE 1"ABRIC FLAP pN TEMPdRARY SEDIMENT TRAP TEMP~RAR' V ;MP4RARY.DIVERSIt~N DITCH E z ° (D
NorroscAr~ TRENCH BCITTCIM xorroscALta NorroscaLs RDSIOI+i! CQNTRt~I.PC~NSTRUCTION SEQUENCE rdscaua Nd7 TO SCN.E z o,
w } rn
. • _ EROSION AND SEDIMENTATION CONTROL NOTES FALL WINTER SPRING TEMPORARY COVER AUGUST 15 MAY 1 I ~ d
Lime 100 !bs/1000 sf 1 1. THE CONTRACTOR WILL ADHERE TO THE EROSION AND SEDIMENT ~ Q y > ,
10-~10-10 Fertdlzer 25 Ibs/ 000 sf Oat Seed 2 Ibs/1000 sf CONTROL DEVICES AS SHOWN ON THE DRAWINGS. ~ 54 PUBLIC R W ~ cZ 4-00
Rye Grain Seed i Ibs/1000 sf U Straw Mulch * 10O Ibs/1000 sf , TH 7 /"1 18 PAVED ROAD Z
2 E CONTRACTOR WILL INSPECT ALL EROSION CONTROL DEVICES H SUMMER TEMPORARY COVER MAY 1 AUGUST 15 WEEKLY AND AFTER EVERY STORM. DEVICES WILL BE REPAIRED AS REQUIRED. ~ ~ _ ~J Z U) Q
Lime 100 Ibs/1000 sf g U) m
3. SEEDING AND RESTABILIZATION OF DISTRUBED AREAS MUST BE ACCOMP I H P ~ 10-i 0-10 Fertilizer i 5 Ibs/1000 sf L S ED ER THE Browntap Miuet seed 1 Ibs/1000 sf PLANS AND SPECiFICATiONS WITHIN 10 CALANDER DAYS OF COMPLETION OF RA I ~ I ASPHALT DITCH SHOULDER sHauLDER z i2
G D NG ON Straw Mulch * 100 Ibs/1000 sf ANY OR ALL PORTIONS OE THE PROJECT. " B TONE 8 ACS Lu (1)
SPRING FALL PERMANENT COVER MARCH 1 -APRIL 3O r' pER 1 4" PER FT z
4. ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE MAINTAINED UNTIL AUGUST i6 OCTOBER 31 PERMANENT GROUND COVER HAS BEEN ESTABLISHED. AFTER THE GROUND COVER r ~ _ _ , v . . ~ ~ III 1 I~ ; ~ ~ i 1~ - -l ? w ?~--•TI-- s~=~-III-~If ~ ~ I~- 1 Q W
Lime 100 Ibs/1000 sf 10-10-10 Fertilizer 25 Ibs 1000 sf HAS BEEN STABILIZED, ALL TEMPORARY EROSION CONTROL DEVICES WILL BE REMOVED
Improved Turf Type Fine Fescue Seed 8 Ibs/1040 sf FROM THE PROJECT.
Straw Mulch * 100 Ibs/1000 sf 5. ALL DITCH OR CHANNEL BANK PROTECTION WILL START AND STOP AT A STABILIZED POINT.
SUMMER PERMANENT COVER APRILt -AUGUST 15
1 2 3 GRASS PLANTING DATE .SEEDS SPRIGS STOLONS $1CD•$,0 ?/CD.$.Q ?D-s.wD srcD-s.o
BERMUDAGRASS APRL-JULY 1-2 .75 3-~ ERASION AND SEDIMENT CGNTRGL NGTES RGAD CRt?5 ?AD CRt?SS SECTION NOT USED
' BERMUDAGRASS(HYBRlO APRL-JULY ,75 NOT TOSCaL1" N°TTOSCALR rd scour NdT'rdSCAtE
ARGINTINE BAHIAGRASS MARCH-JULY 5 - -
CENTIPDEGRASS MARGN-.~JLY .25-.50 .75 - 5T.AUGISTINEGRASS APRIL--JULY - 1.0 - CONSTRUCTION NOTES
TALL FESCUE SEPT.wOCT.15 6 - Ii iI
ZOYSIAGRASS MAY-JULY .50-1.0 .25 3-5 CULVERT
1. KNOWN UNDERGROUND UTILITIES ARE SHOWN ON THE DRAWINGS FOR
1, OPTIMUM DATE OF PLANTING. SEEDING BEYOND .THESE DATES INCREASES INFORMATION PURPOSES ONLY. ALL EXISTING UNDERGROUND UTILITIES MAY THE CHANCE OF FAILURE. NOTE: PLACE A 12~ LAYER OF WELL GRADED 3 4" GRAVEL
NOT BE SHOWN. IT WELL BE THE RESPONSIBILITY OF THE CONTRACTOR 2. PouNDS PER loon SQ.FT. TO LOCATE AND VERIFY THE DEPTH OF ALL UNDERGROUND UTILITIES PRIOR UNDER THE RIP-RAP LAYER AND LINE G OUND UNDER APRON WITH MONSANTO BIDIM C34 FILTER Q
TO CONSTRUCTION. ALL DAMAGED EXISTING UNDERGROUND UTILITIES CLOTH 0R EQUAL TO PREVENT WASHOUT. LLM
3. BUSHELS PER 1000 5Q.FT. W1LL BE REPAIRED IMMEDIATELY.
Seedbed Preparation: Remove rocks, stumps, roots, etc. Apply lime and fertilizer 2. ALL WORK PERFORMED ALONG STATE HIGHWAY RIGHTS-OF-WAY WILL BE DONE PIPE OUTLET Q L?-
' then rip the soil 4 to 6 inches to mix the nutrients into the soil and RIP-RAP LAYER w
IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE BOARD OF TRANSPORTATION to loosen and roughen it to recieve seed. FOUND IN THE PUBLICATION POLICIES AND PROCEDURES FOR ACCOMMODATING ~ ~ „ FLOW m 12 GRAVEL LAYER Q
Seed Tempura cover to stabilize tem Ara sedimentation control measures and other accam fished. f Iantin season is na sui able far installation of ermanent cover UTILITIES ON HIGHWAY RIGHTS-OF-WAY , PROVIDED BY THE N.C.D.O.T. DIVISION p p g p Dh L w
Contractor shall install tem orary, cover suitable for that season and reseed with OF HIGHWAYS. ALL DISTURBED ROADWAYS, SHOULDERS, AND ROADS WILL BE permanent grass at ear6es .possible date. CEO-TEXTILE FABRIC w W ao
RECONSTRUCTED ACCORDING TO N.C.D.O.T. STANDARDS, SEE TABLE ~ SEE TAB LE ,,..~.QNSTRUCT LEVEL i r. N
* Anchor straw mulch b a I in an as halt binder emulsion at a rate of 10 allons Y Pp Y g p g PLAN VIEW
per 100Q SF, ar install jute, paper or twine netting or exce{sior mats staked to ground according to the manufacturer's instructions. PROFILE VIEW
5/CD-8.4 91CD-8.0 1 QJCD-8~a ~W
SEEDING SCHEDULE CONSTRUCTI~IN HATES OUTLET PRI ?CD-8~Q 111CD-8.~1 ITLET PR~TECTIQN 1 RIP RAP CAS. UI.ATICNS NQT USED
. Nor ro scAUr: Nor ra scALt: NpT ~ gtA~ Nnrxoscus CL
w d ~m
sl'm. FENCE PosT SECTION R=SQ' FENCE PROPOSED ROAD 54' MiN. ca 02
WiRDWARE CLOTH ~ R=35 FILTER FABRIC 8UT SUFFICIENT TO KEEP 1. PUT SILT FENCE bR TREE PROTECTION FENCE UP \ \ \ \ \ \ \ ~ c :c 1~-
' 0 GROUNp FllTER ~ 1 SEDIMENT ON 5111: TO ENSURE CONSTRUCTK)tl ENTRANCE IS USED. /j / ! / ~ ~f fj.~ \ ~ \,?f\ \ a o
DIAMETER WASHED NE . • . 2. IF CONSTRUCTION ON THE SiTE5 ARE SUCH THAT r.';.: PROPOSED CULVERT • :Y•:.•~; a~•' TWE MUD IS NOT REMOVED 8Y THE VEHICLE TRAVEL-• INVERT OF NATURAL
~1RY WIRE FENCE aNa / \ EzISTINc LNG OVER THE STONE THEN THE TIRES bF THE • 2 STONE rb `BE~ 115Ea 1g ~nD r STREAM BED ~ ;..t OR TH bF VEHICLES MUST BE WASHED BEFORE ENTERING TWE ' EXISTING •'•~''r''°"=~ (SURGE STONE bR RNLROAq.;; • PROPbSED SIR r
AWARE ROADWAY CLOTH ° ~ ~ PUBLI ROAD. r f~\ ROADWAY ..BALLAST .•.,N•(Z•.\F•,••i• ~ ~ } • WHICHEVER IS , I / f\
. ire?Std '#Rlifti,~LiPi#~% • _ `.j.. GREATER. \ \ \ ` •.4.• :t. ~•a MX. ~ \ 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS /f ,r~,~ • ON Tb THE PUBLIC ROAD, THE GOVERNING AUTHORITY f\\ \\fj\'~\`~\'' ~®aaea+tbaee~8;~~~I
N ~ ::r: ~::w ' : &:w • wlu. CLE1W THE AREA AND INVbICE THE FINANCIALt.Y ~ ~ \ \i RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL / r / ~ ~ ~ f . ~ ~is•s~ Visas ~
r RESPONSlBILCiIt FORM. S s
mr r.' ~ • ~ 4 y SILT 3~ <~;..~~:.zase,n'~,. ~,,,w,~1r~ • I \~\`\'r\~~, \ \ \ PLAN -l \ \ \ •
FENCE SILT ENa FIL FENCE ~ i EXISTING GROUND ~ l~. • ~ VD S?AL
FABRIC H _ , R=25 R-25 .r ~ v ~ ~ ~ ~ i~ 35' MIN. 15" MIN. NEW CONSTRUCTION \ \ 27892 4 p~~40
~ / EXISTING ROADWAY \ / \ \ f~~ f ~ ~~jj w of
R=35 R=35 .I~R~IT .VIEW . 4,`\ P.
I . .t:' i2 MIN. ;%~/j , B MIN. ,z' ~ ~ Y
f ( ~ :21Q; o7
BURY WIRE Tr~r?p OFu~rT er FFNf`.F FII TFR I I ! / GDDM i wnre ~rn?~r 7 ~ 1/!A!
rulvL MWI UL _ AT MST I FABRIC, AND 20' PAVEMENT rw~rw virv~n ~w~r~, i igllY,
ABOVE THE TOP HARWARE CLOTH OF WASHED STONE IN TRENCH CULVERT INVERT
12/CD•8.0 STEEL FEN APART P T T '131CD•8r0 //~?L 4lD"Pr0 sEr uu~, z CD-8-0 ~4r0 CROSS SECTION I ShCli'8r01 CULVERT WILL BE INSTALLLED W77 INVERT A MINIMUM OF ' BELOW I TALLLED WI1N ITS ' BELOW THE
SILT PENCE OUTLET TYPICAL CUL-DE-SAC 50' ROW TEMPORAR' NOT TOscAt NOT TO Sc" NOT TO scue MPORARY CONSTRUCTION ENTRANCE CULVER1r INSTALLATION - AQUATIC PASSAGE '0 SCALE NOT TO SCALE INVERT OF THE NATURAL STREAM TAL SWAY BED
PRELIMINARY
1.5' \ ( / DWATERING NOT RELEASED
MIN a / CONCRETE BLOCK FOR CONSTRUCTION
INSTALLATION w
CLASS I RIP RAP{SEEE SECTION THRU BASIN BELO I, REMOVE EROSION CONTROL BLANKET 1, REMOVE OUTER WRAPPING, {TO BE INSTALLED AS SHOWN - Job Number: 0632
i ! "c. LOCATE 3. MAKE 9' MIN. / 2. LOCATE BEGINNING OF ROLL WITH STARTER SHEET, AND AS DIRECTED BY ENGINEER. 3. MAKE SURE NETTING APPEARS ON TOP OF THE PAYMENT TO BE AT THE UNIT PRICE
r BLANK Ira it 4. STAPLE BLANKET WHEN BEING UNROLLED, NOTEi SEE MANUFACTURER'S NAMED IN THE CONTRACT) - 4, STAPLE BLANKET SECURELY TO SOIL AS APPLIED. RECOMMENDATIONS FOR um } - 15rawn SCP Checked SPB
INVERT CLASS I.RIP RAP HEADWALL FILTER PIPE TR lI~IJUNS PYRAMAT INSTALLATION STRUCIJUMS Date 8/9/06
f FABRIC THE ERnsznN CON E EROSION CONTROL BLANKET SHOULD BE INSTALLED OVER A PROPERLY 1~l119~ r~, Revisions 8/24/06
y ~ PREPARED, FERTII UNROLLED, THE Ni J,/ 7 , EPARED FERTILIZED ANDSEEDED AREA. WHEN TH BLANKET STAPLES WILL £ IS 4 ROLLED, THE NETTING SHOULD BE ON TOP AND THE BLANKET DV APPEAR AS A 9/25/06 2/20/07
~ Ir/ ~ l t . ~ 1 t ~ r CONTACT WITH Tk ll, J 11 r 11111 r r W • SE'Ol~y~ f A D STONE, 1 THICK X 3 HIGH MIN, NECESSARE TO O\ rSTORAGE AREA-- ~ THE ENDS OF T}f NTACT WITH THE SOIL OVER THE ENTIRE AREA, IT IS NOT ,5, ON DICE CESSARE TO OVERLAP, DIG CHECK SLOTS, ANCHOR DITCHES, OR BURY
ELEVATION THE STAPLES SK E ENDS OF THE BLANKETS,
i BLANKET SHALL E E STAPLES SHOULD BE DRIVEN VERTICALLY INTO THE GROUND, EACH AN(ET SHALL BE STAPLED AT EACH EDGE AND ALTERNATELY SPACED
i IN THE CENTER n AT THE SEAM FEF THE CENTER OF EACH BLANKET. USE A COMMON ROW OF STAPLES u• ry THE SEAM FORMED BY TWO ADJOINING BLANKETS. USE FOUR STAPLES
t r AT THE BEGINNINI f THE BEGINNING AND END OF EACH BLANKET,
4 IN DITCHES THE I OF WATER FLOW, DITCHES+ THE BLANKETS SHOULD BE APPLIED IN THE DIRECTION -w'w WATER FLOW, BUTTED SNUGLY AT ENDS AND SIDES AND STAPLED FT
PERSPECTIVE VIEW IN PLACE. WHEN NOT PLACE A SEA PLACE. WHEN USING TWO OR MORE BLANKETS SIDE BY SIDE, DO \-~2-1 SLOPE, GRAVEL FILTER T PLACE A SEAM FORMED BY EDGES OF ADJOINING BLANKETS
NO SCALE DIRECTLY IN THE ZECTLY IN THE CENTER OF THE WATER FLOW,
" FLOW 6 THICK LAYER OF GRAVEL RIP RAP FILTER BERM BASIN DETAIL STAPLES SHOULD 3/4" STONE IS DESIGNED TO PROTECT EXISTING PIPE INVERTS THE LENGTH OF T APLES SHOULD BE SPACED NO MORE THAN FOUR FEET APART DOWN E LENGTH OF THE BLANKET, APPROXIMATELY 90 TO 95 STAPLES
REQUIRED FOR EA THAT DRAIN 10 ACRES OR LESS. QUIRED FOR EACH BLANKET. Sheet Title:
AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT STAPLESt THE S' FILTER (CUT, Flu, ETC.) OR GREATER, •U' APLESt THE STAPLES SHALL BE MADE OF WIRE,.091' IN DIAMETER MAT WIDTH GREATER, 'U' SHAPED WITH LEGS 6' IN LENGTH AND A V CROWN, pop TEMP. SEDIMENT
24 MAX FLOOD STORAGE ZONE RIP RAP HEADWALL SIZE AND GAUGE -7 AT CENTER N--I .dl FABRIC:• THE STAPLES st !E AND GAUGE OF STAPLES USED WILL VARY WITH SOIL CONDITIONS, (STANDARD) WIRE SCREEN DEWATERING Pool E STAPLES SHALL BE DRIVEN VERTICALLY INTO THE GROUND, SPACED
NATURAL APPROXIMATELY T T GROUND PROXIMATELY TWO (2) LINEAL YARDS APART, ON EACH SIDE, AND USE 4 STAPLES ACROSS AT THE 16 E ROW IN THE CENTER ALTERNATELY SPACED BETWEEN EACH SIDE. START OF EACH ROLL AND CONTINUE
t r 5 3' r.? . ONE ROW IN THE (60 STAPLES ON I I STAPLES ON EACH BLANKET). USE A COMMON ROW OF STAPLES TO STAPLE THROUGHOUT THE LENGTH ° ADJOINING BLANKETS, DETAIL
FILTER FABRIC ON ADJOINING BLI CLASS A DIMENSIONS ARE CLASS T RIP-RAP AT 4 FT, INTERVALS ° 1 MIN.
MINIMUM ACCEPTABLE V#57 WASHED STONE EROSION CONTROL STONE UNLESS OTHERWISE MAX, SEDIMENT DEPTH(CLEAN OUT POINT) IN AREAS WITH HIGH WATER VELOCITY 2 MAX. IN m STAPLES SHOULD BE ON FOOT CENTERS, SHEET
NOTED N 117
• IS/CD-8.0 SECTION 1?LCD-8.0 ISICD-8.0 Co-8.0 19/CD-8.01 DROP INL\ . Sheet Number
CHECK DAM ARCH FILTER SECTION THRU BASIN FILTER AND CULVERT PIPE EROSION Ct OSION CONTROL BLANKET INSTALLATION INLET PROTECTION WITH GRATE
NOT TO SCALE NOT TO SCA Z NOT TO SCALD 0 SCALE NOT TO SCAM SEDIMENT CD 880
- - . _ m . .&.,'M.^....

. \ ~ ` r r' 1 ~ ~ J.°:., LINE 56 LF OF CHANNEL IP P PIPE 2 R RA APRON # ~ ~ v ~ \ WITN`C SS 1 RIP RAP r PROPS 1 ~ R P Nor~:• Exrsr~NC CONTOURS sHOwN
CLASS B S ONE ~ D ED S G 1 ~`IQN:,': ~ aDWNSTR OF n ' 1 ` 18 THICK, 6 LANG, INV IN = 525 55 WERE OBTAINED FROM NGaOT GlS / ,
r ~ , ~ ~ 1 w CULVERT, 24~`r 1CK INV OUr = 523:80 r ; ~ ~ ~ ~ 75 WIDE , WEB 51TE. CONTOURS WERE BAS ,j CURVE 2
~ ~ LENGTH = 123 \ ~ s~LT FENCE ,~/ca-s.1 ' 1 \ ON LIDAR INFORMATION FROM JuC / Ic = 371 ~ 18 FLnOa MAPPING PROGRAM.
~ - r a SLDPE : 1.42' \ t ~ \ . ~,s TYP. s r ~ ~ ~ / Da = 11'27'33" PROPOSED LOT / „
\ ~ -.:t, w PROPDS SEDIMENT TRAP 2 { ~ t ' ` STORMWA E7? 25 X 73 2 DEEP c. , ~q.0 / Dc ~ 1128 42 BOUNDARY (TYP.) fn
. \ 0 : SEE SHEET ~ •r ~ ~s..A,. 3a EASEM s LaNG wErR r GH=N1813a6 W ~
- FDR \ ~ cD a. ~ . ~ l~ \ 1 ~ GRADING OF ~ r ~ \ ~ NOTE: DIVERT 4\ 1 ~ ~ 1' = 16$.29 F T ~
B~aRETENT IaR ~ ~ ~ ~ i~„ srDRMwarER ra ~ I~ = 5aa.aa ~ , ¢ r h5
f 2a r SEDIMENT TRAP TO AREAS AND ALES \ ~ . , ~ • . ~ CURVE 1 ~ ~ ~ # ~ ; ,t r~~ . cs? THE GREATEST ~ L = 324, 67 ~o RaAa sinE air H ~ CL = 319.x0 FT
~ u ~ p ~ ~ i% !c - 3 55 39 \ ~ ~ ` ~.i ~ EXTENT POSSIBLE ~ ~ » 1 ~ ~ TYP. v' ( ) ~ = 27.56 FT
Da 291 ~ ~ ~ 1 PIPE > > k r M=26.12 ~
» ~ ~ ~ PROPOSED 18 DC - 08 9 6 ~ ` ~ ~}~ry~ PR P 5E' 15 RCP . r ~ ~ O a D PAVEMENT OPOSEa I8 cS` 'IEMENT cS`
, ~ , ~ ~ STAr1aN 429.14 CH N 2 34 46 W ~
T 272,2 FT ~ ~ , ~ ~ gun. Q~;~~ ~ INV OUT = 5255 \~a , o~ n~ ~~o.., ROAD srDE arc r ~°u, s . W
R 675 0 G ~ . t1,Gy'~~ ~ ° ~ ° ' ~ r~ ~ ~ ~ ~h . ~i LENGTH - 4a an coo ~ /TYP. ) AD S~aE arGH r') ~
L 517.51 ~ i ~Q o; SLOPE - 0.88 CL 4,93 ~ ~ r~ T '~«~"~~1 ~Y?t~Q~~~~QA'~~'~'~. i ~
.82 ~ ~~,A ~ ~ . ~ 0~,~6, aQ~ h.. , o ~a
M 48.99 \ • ~fia:. c~a ~ rn ~ 78 PAVEMENT ~ N
,t !L ; ~ 18 PAVEMENT LIMITS OF POTENTIAL OCK to ~ ~ PILE LOCAT ON k . PAVEMENT D15TURBANCE (TYP.) ~ . W ~
r wA R ~ ~ 25 ~ ,~r RDPOSED S ORM TE ~ ~ EASEMENT ~ ti ~ ~ ~ ~ ~ r .ter, co
\ . ~ < u,: ~a,, ~ A ~ ~~r^"' r ww„ r 1 r 'O , INS Att SL FENCE AROUND LOW laES OF STOCKPILE AREA ~Q UL
1 RIP RAP APRON ? c c o6
~ CLASS B TONE ~ h ~ ~ f ~ C ~ PROPOSED 18 , . ;try z;~..z,:. PAVEMENT O(D
~ 18 THICK, 6 L NG, w w ~ ~ 7.5 E ~ u7 ~ ~ ~ ~ PROPOSED RnW z ~ ~..z p ~ } rn
/ ~ t .F a..- > 0
7 r, SEDIMENT TRAP #3 V) X TRAP #3 ~
1l~ .I • r . DROP i ~ ~ INLET ~ n:~: V _ ~ za x 4~ 2 ESP ,.1 , A ~ 2' EEP, z °
. ,t..; ~ f S1Lr FENCE" ~ . ('n'E'•~ 1 ~ ti ~ : ~ 35'4915 W 4 LON WEIR ~ >a~ (29.53' , ON WEIR c~
J d PROPOSED Cn'~'~ r ~ ~ INLE7 ~ J t;' < / z . as
~ ROAD l \ / ~ PROTECTION ~ r:, ~ ~ CENrERL1NE HEADWALL ~ 1 ~ (TYF? EACH V) 00
~ . 4 \ ~ INLET u, t~ ROAD S/pE alrC a c(.0
PIA ~ E E c,a , \ I N ~ ~ E7lST1 G RDW ~ ~ PROPOSED 18 ti ~ ' . N pa23 PROPOSED > o ~ / a 2 a E sa Raw / z M
~ RC f 3t STATION O+&6,83 f 1 383. 4' fi~ ~ ~ O ,.r. ~ , ~ . TEMPORARY / / w i w 0)
. ` iNV IN = 525.20 ~ ~ v R: ~ 1NV ou = _ f ~ r 524.68 0 y5 DIVERSION (TYP) / ROAD SIDE DITCH TEMPORARY I ROPOS AD CENTERLINE / Z w 0
~ \ , LENGTH = 5 ~ I EXISTING i8 ~ \ 1,, (n'~ DNERSION TYP• ~ ) ( ) r' / w =a
~ SLDPE" ~ 1.00q ~ , ~ ~ A M Nr ~ SEDIMENT TRAP 1 ~ P VE E p # ~ r ~ ~
/ ~ , ~ (29 X 85, 2 DEE ~ FLAR EX, DITCH DESCHARGE , ~ /
gE•yO r ' 'r; LONG wEiR WORK AREA FDR ROAD ~ , 1 Q a f
k EXTENS N. INSTALL TEMPDRAR ~ ~ ~ , ~ d ~ ROCK C ECK DAM AT END DF ~ ~ O ~ / cn / 1
EXI TING EOP fIARE: l! ITS OF O r Q } ~ ~ ~ DI R E
END DF EX STING I ~ ~
~ PAVEMENT ~ I \ U? \'~s /
~ r , / 1 1 / ~ U /
1 ~ l \ ~ 1 1 EXIS G RDA c~ } } l a, / } NOrE• 12a CMP CULVERT INSTALLATION WILL ~ /
~ CENTER E ~ EXISTING J 4 1 NOTE:• TNERE ARE NO PROPOSED ~ / 1 BEGIN ONLY DURlN6 A PERIOD OF LOW \ / STORMWATER OUTFACES FOR THIS PROJECT /
• / 5a ROW \ ~ ' STREAM FLOW AND WHEN NO RAIN IS ~ OTHER THAN THE ROADSIDE Ol rCHES / / } FORECAST FOR MINIMUM OF 72 HOURS
/ ~ r t ~ /
50 0 50 1 oa 15a
. wr ~ u
ff 9
Scale 1 = 50
~r
a~ _ ~ f
u~ M
560 560 N ~
z
t~ W
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STATION 4+29. 14 RC3-ff 3185-800 0.78 0.44 17.M 248 6.OD 0.44 427 1.66 575BJ GRk%
t tffT 3+85-6+80 1.57 Q37 7?2 419 &OD 0S4 4.87 202 9C150 9C.250 Drawn SCP
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r 525 00 J J ~ LEFT SCUD-12+36 0.87 0.37 7.72 216 1.70 0.53 257 0.56 S75EN Chi ~ 525 Revisions 8/24/06 x/25/06
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Sheet Number
HORIZONTAL SCALE: 7 50
¦ PROFILE VIEW. STATION 0+00 TO 13+55.56
VERTICAL SCALE.- 1" = 5' CD 2A
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SURVEY AND BOUNDARY INFORMATION
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HAMLETT-JENNINGS AND ASSOCIATES, P.A.
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LIST OF SHEETS 27,~ moopeo ~gts
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_ ~ CD 2.0 PLAN ANA PROFILE
a CD 8.0 DETAIL SHEET
CD-8.1 DETAIL SHEET
SITE- PRELIMINARY
CD 8.2 BIORETENTION AREA DETAIL SHEET CA NOT RELEASED
FOR CONSTRUCTION
Job Number: 0032
501 `b
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Checked 5PB Date 8/9/0s
Revisions 8/24/08
~i7N g/25/0s
2/20/07
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COVER
SHEET
Sheet Number
VICINITY MAP
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