20071985 Ver 1_Site Plan_20080428

W~~ ° n
ST®RM DRAINA F ~ I ~ ~
GE T~IBLE d- ~
~
Grnd9 Grnd9 Drainage Total Ranc€t i Total Line Line Ca aci •------M-----. ~
p ty invert invert Rim Elev Rim Elev M----._,° , , , Line tD Area Area Coeff inle# Incr RunofF Len th Slo g pe Lme Size Full Vel Dn Up Lin Up Dn c M ~
ac ac' C' nltrr' cfs cfs ft ° ' y d ) ( ) l } ( ) ( ) (/o) (m) (cfs) (ft9s) (ft} ft ft ft M , ~~~~,Tl~ ~ ZI-p0 ~O~J ~1 OtnN~
MH-2 - I-ES-, 0::00 2.60 0':00 0.00 0:00 11:5T 59.00 30 31.58 2.36 362:95 362.60 374.50 365.50 ~ '0 ~ r; M
CB-3 - ~H-2 0.34 2.60 0:80 7.33 1.99 11.80 80.50 0.5Fi 30 30:66 2.64 363.50 363:05 373.45 ~O~). ~ ~ ~ 3 ~ J I ~ , _U ~ m u~ cn f
- 374.50 LP _ ® a CB-4 - CB-3 0.37 0.79 0:80 7.33 2.17 3.67 23.00 0 65 15 5.21 - 4.60 369.10 368.95 373.45 373:45 tJGEBX ® ,
FE5-5 CB-4 ' 0.42 0.42 0:50 _ 7:33 1.54 1:54 20.00 ~ w ~ 5.00 15 1+.44 1.31 370.20 369.20 371.45 373.45 UGCABX ® F-0 F ~ ~ w ,o pis ~ ~ _ ~ 11 tl. 4 ~
CB-6 - CB-3 0.11 1.4~ 0:85 7 33 6:69 ' 7.29 220.23 ' 0.54 24 16.70 2..34 364:80 363.60 373.15 373.45 WMN . ® l s F~jsl ~ ~ ~ 1 ; 1 In ill UI
qT~R Slag CB-7 - CB-6 0 21 1.36 0.80 7 33 1.23 7.18 240.65 0.56 24 16.94 3.60 366.25 364.90 37 ~ ~ 1.25 373.15 w t~~ ,q
38 q,F DGB-$- GB-7 1.15 1.15 0.71 7.33 5.99 5.99 23.00 0.65 18 8.48 4.35 366.75 366.60 3712 V 5 371.25 w NF \ t 0' PU6LIC ~ o a o! z=x
WV ~ WATERLINE ~ ~ N ~ s
w~ - 20 PERIMETER w fASMENT ~
UGEDX YARD BUFFER ~ i r--+
/ F , ~ ~ r r,
15' PROGRESS ENERGY d
EASEMENT ACCESS ~ s J~ _ ¢ o ~
(4:1 MAX. SLOPE) _ 37 - w o~,-w ~o~ -
~ _Q.. - , - - - - - - 20 PUBLIC WATERLINE EASMENT ~ 'V - -y\
37a ~ ~ _w--~-__w--~.=...-gyp--- w W_~~--W=:-^G ~ \
o - -
_ - -.OHPL.--~-- BENCHMARK JHPL - - PP PAINTED F BENCHMARK ~ s PAINTED FLANG~ - ~ - - . _ ,
/ a 180' CP&L EASEMENT 377... BFKlJCTURE_BI~LT ~ F ~_BI~L T ~ FN_ _ G . - ~
co D.B. 2871, PG. 257 OHPL - . 0- . OHPL - ~ . #55 ELEV=3B1. OHPL O - - - I / REV=3B1.20 - _ ~ _ - - -
~Q PE TER ; _ . . T- - - ~ . ~ .
\ o ~ i O OHPL - OHPL 37b ~ C - XA~D-~-B~FfER-- _ _ - -
OHPL _ - - - ___.-1 ~ -
/ ~ - . ~ _ - - ~ - _ - - ~ ~Q CAAQIr~kC ..OPERA?"ING_ COMPANY _ ~ ~ - _ ~ CAUL 1-800-440-8475. ' r®~'' w .
CARDINAL„ OPERATING COMPANY„ - r- __o ~ , BEFtJRE YO[~'DIG i ~ ~ - ~
- _ - f _ - CALL 1-800-440-8475 p 15 J _ UGGLM f. ' ~ o
- ~ . EXTENSION COMPANY ~ m BEFORE YOU DIG _ 50 CA~'DINAL y ~ cn . / o o ~ ~ ~ 24A ~ ~
,PIPELINE EA ENT rat---- 33 PUBLIC WATER . SA li`ARY
D.B. 8 5, FG. 948 ~ ~ 100-Y CKWATER S~W~R -EAS,Ef+~fNT .B. 8065 PG: 9806 ~ rn ~ BA ; ~ _ - L-
D ~ z ELEV = 370.76 ~ ' - - - D.l3.8905 PG. ;681 -1 z - - --1.= ` f ~ 9~ ~t10 YEAR ~ V C
- FLOOD LINEi~ER
\ :1 SLUPE - - - a 20 PRIVATE , ~f K . - . STU11Y i;OMF'LETED Z
® DRAINAGE , s"i .5 / 20 PUBLIC WATER / ~ 0 BY JOHN R. McADAMS COlv1PANY,INC ~ ~ . , % ' ; ; FOR THE BRIDGEWATER ~ ~ ~ eh
EASEMENT ~ EASEMENT; TYPE ~ a.,~ s / ~ ~ SUBDII/lSION ~ a ~
~ --376 'h k. ~ 375 ` 1~' / -
?S ~ . : W T - - ~
, , ` rn ' ~ ~ , - ~ ;
S s 34, ~ / ; ~ i
- - - \ \ ; 15 PER#METER s ~ g FFE 37x.2 2:1 SLUPE 1 sLOPE` WETLANIIS ~ o
~ GFE 375.5 ~ YARD I'sUFFER ~ EEE 375s ~ ~ a GEF 375. ~ ~ ~ ~ , ~EL=363.00 ~ / _ -c
18 ~Ctl, i FFE 375.7 i , 3' . 3g PUBLIC WATERS ~ 37~'. . ~ ~ ~ cFE s7~.a f 1
' (;EEE375.~ ~ 3~ ~ , X.,: ~ SANITARY SEWER. HP / ~ 3 2 S" -~----5" WIDE.. CpNCRETE /
~ / 1 ~ ~ _ EAS / EMENT; TYP. 375.50 8`FE 375: / 4 \ FFE ;575.7 LE1 LEVEL ~€'READER Wf ~ ' ~ ~
' ~-GEE 3752, 4 GFE'375.0 f , \ / CO?dCRe.TE FOOTER „ - - _
PROP R ~ - / f'FE 375.7 / E TY L1NE ~ \ (~RAPI~IC SCALE FF~~ 375. z \ (~E 375.4' - Mq Px S ~6'' PERFORATED , ' ~ ` /
g~ o"FE 3752 \ ! x (Op .HOPE PIPE ,
afl o 2a 4a r~ rso ~ 5 i j j a 1. F S / FFF~ 375. ~ \ ~ a ~j~ P ~ / F o •
G6E 375.2 . / \ , . ti 30 ? ~ _ '14 ~""r"'~..: ,
. / FFE 3?5.7 ~ . -_.~-:-Wits STRI° -'Of / v~'E,375.0. l ~ 37~:a ~ , . ~ e FA6ER1~ i~:~ ~ 3~, WDE STt~I° OE!:FILTER J =R1~ i~/ 3" LAYER. OF , ~ ~ ` `
( IN FEET) X375.2 / % l , ~ / ~ q ~ ~ ~ X57 STANE ON Ti STONE 4N 1'C!P ~ ~F ~ , _...r~'° ~ a
1 lI1Ch = 40 ft„ + HP P 3 \ ~ / , FFE 375.2 ' 9 , _ 375.5 ;'FEE 7~~ / GEE 3750 ~ F $ ' ~ ~ ~ STRERM • • •
GEE 37~:2 ; -r i 28 ~ ~ / ~i- •
S h fFE 3?3.7 eo ti,3 ~ ~ ~ i`5~ / G~ 3?5:a / - ~--LEVEL SPREADEI VEL SPREADER 0 @ ~
2 , W APPROX. 2f w . / / HTGH FLOW / APPROX. 20'x15:, ~PO ~ m-~._.~ - o j P
1 ~ 2 l r~ 375.r . ~ ~ FFE X74.9 / ,~7s:6 ® -BYPASS FQ&E~3 DEE p3` DEEP Q\eS~O~~O~~ - ~ \~3~n v~
` ' ; ; MANHOLE t ~1 / / v
~ e 20~ PRIVAT~ FT~E i4s / - _E~.w7s.o ti ~ \ EL-363.00'. r_.._ _ EL=363.00. ~ ~ ~P 0.
GEE 74.2 ~ ; , / _ . ~ ~ ;DRAINAGE. : , : , , . , 2~ ~ VAR. WIDTH r - _
' ~ Q ~r~:~~~~ 375.7 - ~ ~ EASEMENT; TYP. PRIV ~ 3:1 SLUPE / , , . :5t - GEE 375.0 ATE - _ , ~ c ~ t ~ - u M W 4
~ 3~~•s CB ~ ~ 3~1'sLOPE DRAINAGE (+~;-374.2 3~5 : ~ ' ~ . ~ ~ "any u " ~ ~ i q ~
EAS ENT /r' / ~y - r ~ ~ ~ q ~ ~ V a W 2 W
FzE 374:9 ~ a ~ f ~b~, ~ ~ S~ 7¢ 7~ ' / ~ p
R~NV q: 0.~ R~ Rc~~ ` ~ am au ~ , _
.PERMANENT ®ERM 374.2% ~ / ~ eG STREAM' ' 373.5' ~ / , _ - ~o
r ~ ~i . - , ~ ~o. / , 'N F ; • .
/ 2;1 SLOPE ® 374.2 , . ' ; 373.5.: / ' ; ' I ~ ry ~ ~ r, ~ i
- _
T FFf 374.2 Y d , ,I ~ \ r C 1PF t~Fi 373.5 / I % _ _

~L ' / ~ 2:1 .aLOPE I ~ 1 /
~ i.'
- ! FfE 374.2. ~ - ~ ~ ' j
~ 3728 - , ~ VEIETLANCS :
~ ~6~' / ~
P_ / t~E 374.2 , ~ r - / , 00 GFE 372.& f p / 374:5' / (~l / ff. n~
. , / ~ r, S / i- _ ~ ~ ~
- ~ !7 '7 ~ fEE 374.2 ~ f ~ v 'r 1 ~ / ~ ~ _ r~ ~ f.;,' 3'2.8 ~ f. ;FF,1'3 •7 / ~ _ cv '0 i ~ ~ 0
a - t 2' r ~ - APPR~VED~~~~t~~D STUDY Q
d GFE 372.2 . / . z ~,o,
~ TC=373.06 1' / , ~ ` r !
tJ - ~ r . / _i , _ r; ; STS. 35+40 BC-372.56 FFE 374.°' f~JOTE~ SEE SHEET D-~ FOR LEVEL SPREADER AND o Z
\ GFE 371:6 ~ FFE 373.7 r , o ~ •E,~EV. = 367.35 / - BYPASS IVfANHQLE DETAILS z
T(.=373.08 ~ 2Q ' . ~ 3 ~ ~ 3j. FFC ~ X3.7 2z1 SLOP t o
8 ~ I \ ~ 73. ~ ~ ~E GENE i rn \ ~ / z Q
N ~0 PUBLIC WATER,1--- ~ ~ ~ ' \ _ ~ . J ~ ~ NOTE ~~3 w ) l;
SANITARY SEWER EASEMENT / s`~ ~ ' ~ ~'fo; ~ ' _ ~ . Q
~ 2~ ~ ~ \ TC=3 2.20. , i l::_. \ ~ BC=371.70 + ~ GENERAL NO`~ES ~ W o ~
~ ~ ~ / 1' -372..00 - ~ _ z
a IPF _ e 715Q,,~: NR ~C 2 38- ' f ~ --i 2Q: i. BOUNDARY AND TOPOGRAPHY SURVEYED BY ROBINSON & PLANTE, LAND SURVEYING. ~ Q
i i BC-v7,teB _ _ 3 2; CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES, AND
TG-372.35-- ? '~/'f ; 0 8C=371.80 - ~ ' Q ~ 20 PUBLIC SANITARY ? ` SHALL. BE RESPONSIBLE fOR ANY DAMAGE RESULTING FROM .HIS ACTIVfTIES. CALL UTILITY LOCATOR SERVICE 48 HOURS PRIOR. p~
N ~y, C ® - V / ~ SEWER EASEMENT ~ 3. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY _ !J
3 , ~ Re, SPRINGS DESIGN: AND CONSTRUCTION STANQARDS AND SPECIFICATIONS. ~ ~'~I
~ a ~_E ~ TC~ 72.35-, ~ ` m BC~371.85 4, CONSTRUCTION DRAWING APPROVAL 1S REQUIRED BEFORE CONSTRUCTION- ON THIS ~ ~ I~±
- ~ 0 D ~ ~ ~ - , ~ r l r \ ' PROJECT MAY BEGIN. ~ _ ~ ~~m;,
ill o ST ~ 1~` ~ ~ ~ REAM ~ , 5. ZONE NRBI OF THE 100' NEUSE RIVER BUFFER 15 TO 'BE LEFT COMPLETELY UNDISTURBED; ~ ~
' ~ / REJ'A1NtNG WAL m _ ~ 6. NO FILL :MATERIAL IS TO BE BROUGHT INTO THE NRB1 BUFFERS AND .NO STRUCTURES ARE r
/ (L'fSG~ED BY -RS} ~ ~ ' • ALLOWED WITHIN- ANY OF THE BUFFER AREAS. riJ
D f ~ / TC=372:35 , _ ~ J - 7. CONTRACTOR TO ENSURE THAT CONSTRUCTION OF PATIO OR DECK :NOT ENCROACH ~ ~ INTO 100-YR FLOOD LINE BEHIND :UNITS 20-23. m e'~~,
20' PEIRIMETYR o 01 DRA WING
GAFF w YARD BUFF R o~ - ? 8 5 5HEEr
a /PF REBAR ? _ r- Z
a FOUND EGD EN [an DRAWING IS THE PROPERTY' OF L Spaulding & Nt~rhis9 PA C-4.
f APPROVED LOOD (}~yj~l~.~Y ORO' 20 PERIMETER UFFFR Y ' B.M. ,103, PG. 9572•
CR _ OSSEOTJON ~ - P{NISH FLQOR PLANS ot to be reproduced or copied in whole or in part without GARAGE FLOOR ELEVATION on from Spaulding & Non is, PA. This drawing is riot
o ' STA. 38+35 '/EX._ SAn~iTARr,, 20-'"UT11.ITYEA E ME1T ed on any other proje GF - ct and is tq be returned to PRfJJECj NU~ABER
ELEV. = 368.82 HP - HIGH PUNT g & Norris, PA, upon request.

G ~ Q.
a, GENERAL NOTES
r~o
1F V~ • JF VALLEY CURE IS 1. ALL CONSTRUCTION AND MATERIALS SHALL `BE 'IN ACCORDANCE ~ ~ ~
i)AM~ DAMAGED DURING CONSTRUCTION w ~ w ~lITH NCDENP,, N.C.D,O.T., AND TOWN OF HOLLY SPRINGS STANDARDS ~ W„ 9T WILL BE REPLACED AND SPECIFICATIONS. ~ ~
w____-__----.x----._M 9T WI DRAINAGE AREA REQUIRED REQUIREp BASIN SURFACE AREA l'OLUPAE ~ w w w w '"-"`-m Q{f0) - JVEIR BASIN w w
SUKFk~E VOLUME DIMENSIONS PROVIDED PROVIDED ;LENGTH TYPE - 1~; M~~ BASIN ARER - Z~-no O~NM
{WATER STORAGE) {acres) (cfs) {sf) {cf} (L x W x Depth) (sf) {cf) (ft) ~ M C ~ 2. CONSTRUCTION DRAWING APPROVAL I5 REQUIRED BEFORE VCS CONSTRUCTION ON THIS PROJECT MAY BEGIN, ti ~ ~
i
#1 2.86 7 23 3,1.48 9,216 93' x 50' z 3' 3;828 9,234 10 1 LP #2 0.71 . , B UGEBX { 1.79 782 ....2,556. 57 x 31 x 3 1,275 2,565 10 1 T _ - w ® ~ w~~~. y0~ ~ ~ , ~ 3. THE CONTRACTOR SHALL CONTACT "NORTH CAROLINA ONE CALL" ~
TRAP TYPE 1 =CUSTOM TRAP - ' 1. UGCABX F, > ~ AT 800-632-4949 FOR ASSISTANCE iN LOCATING EXISTING UTILITIES.
2,^~ ~'/ST ~/p S ~~~sr ~~J~~ CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. s spa ` ' j(, ~ o 0 0
~'q~ Si0 ~'(1 I EI~ III I I6' ~FR \
`!~~i ~ 31ii I ' <~,u~, ~ ~
~ ~ `~~..r' ~ N M
w GRAVEL CONSTR ~~w GONSTRU~TION SEQUENCE.
UCTION 9 f ENTRANCE X50 X25 ~ 1. OBTAIN GRADING ,PERMIT.
~ , NiQ)-,,
M 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE(S), TEMPORARY ~p o ' ~
g "p %f - - - - DIVERSIONS, SILT FENCE, TREE PROTECTION FENCE, SEDIMENT TRAPS ~q
/BASINS OR OTHER MEASURES AS SHOWN ON APPROVED PLAN. ~ -
- CLEAR ONLY" AS NECESSARY TO INSTALL THESE DEVICES. > y'"o~,
- n y y ~ ~ :
78 ~ 3 ~ ~ _ l ~ 3. CALL FOR' ONSITE INSPECTION BY THE TOWN OF HOLLY SPRINGS ~ ®•,..••••`d~~
OHPL _ T TO OBTAIN A CERTIFICATE OF COMPLIANCE. T~''~ ~ ~
. _ - - . _ f k O - I 4. BEGIN CLEARING AND GRUBBING.
J:. ~ - OHPL " - , -~c APP . ~ . - . ~ SEMENT - ~ ufir,~ucru~E . ~ 1 &0 CP&L EA i e 377 . ONPL j`-. _ J ~
D.B. 2871, PG. 257 _ ONPL - f- - - - - x#55 _ ~ 1e`-_ ~ 5. BEGIN THE ROUGH GRADING OPERATION OF THE SITE. MAINTAIN _ _ - DEVICES AS NEEDED. Q~ Ia
OHPL o - . 1 PP~ 1 .
' ONPL 376 _ - 6. INSTALL STORM DRAINAGE, SANITARY SEWER,. AND WATER LINES AS ~ ~
~ - . - OHPL. - - . - . ~ ~ - _ _ SHOWN ON FLANS. PROTECT STORM DRAINAGE INLETS WITH BLOCK ~ °Q
, _ ~o CAROINAt OPERA i ING COMPANY C,A.LL i-80Q-a~IO-8475, ' / ANG GRAVEL INLET PROTECTION. I\
CARDINAL OPERATING.,.„COMPANY N~ ~ hj1`L ` ~ ~ ~ - BEFORE YOIJ'DIG ~ ~ nJ
- - - r o_ .......CALL 1-800-940-8475 _ . UGGLM ~ ~ / o _ - ` ~ 7. STUB STORM PIPE FROM MH-2 TO FES 1 DURING GRADING ~ ~ ~
' AL EXTENSION COMPANY r~ s~FOgE you oIG - ~ / o N CARDI ~ ~ 50 . r - OPERATION SO THAT RUNOFF FROM PIPE 1S CAPTURED BY THE ^ a ~O;m o ~ TEMPORARY DIVERSION DITCH,. ~
ENT . ~ . / . P1PE 1 ~ . PC. 948 ~ ; -
~ D.. ~ ~ / f 1 - - 0 ~ 8, BEGIN FINE GRADING OF THE SITE, INSTALL CURB AND GUTTER
D.B. 80.65, PG. 1806 m r~ ~ _ - - - - ! - 1 ~ z PG. 168 D.B. 8105, - ~ ~ - _r. _ _ TEMPORARY DIVER X00 YEAR ~ 3RARY .DIVERSION I ,~e AND SIDEWALKS. C ~ ~ ~
/ ~ ~ ,I , SEE NOTE 1) _ - . - - - ~ _ ~ DITCH BERM T P~r ~ ' "FLOOD LINE ~ PER
~ e cY , - . 0 srUt?Y~COMPLETED g. ST4BILIZE SITE AS AREAS ARE BROUGHT uP TO FINISHED GRADE ~ BY JOHN R. McAD.4MS WITH VEGETATION PAVING, ETC.. ~ ~ ~ 4I
TREE P ® ;~~7 ROTECTION / ~ , ® , " ~ " FOR THE BR10~EWATER '
& SILT FENCE TYP _ ~ k ~ ~~''rn~, ° ; ,o, SUBDIVISION
~ .--376 'S ~ 375- ryi ~y, / - _ 10. WHEN :CONSTRUCTION IS COMPLETE AND ALL AREAS ARE p~ _ - . - - STABILIZED: COMPLETELY, CALL FOR IN5F'ECTION BY THE TOWN Of
^~1 d. ~ ~ - . " ~ HOLLY SPRINGS p
~3, - W - - ~
- - ~ - i ~ ~ ~,SA ##tt (SEE ERASION 11. IF SITE. IS APPROVED, REMOVE TEMPORARY DIVERSIONS AND ~
- . ~ ~ ~ ~A~ f!V ~ ~ CONTROL NOTE #5) SEDIMENT BASINS AND SEED OUT OR STABILIZE ANY RESULTING E3ARE ~
AREAS. SILT AND TREE :FENCING SHALL REMAIN IN' P\E. ~
YARD BUFFER ~ ~ ~k ~ . s~ k ~ " " ~
~ ~ \ x~ ; ; ~ 12. FINISH FINS GRADING OF SEDIMENT BASIN AREAS AND STABALIZE . , WITH VEGETATION, INSTALL REMAINING E'lPE 'FROM MH-~2 TO FES--1,
i ~ , ~~`~~4 ~ \ ~ ~ ~ 8 D(P, FOREBAY, AND LEVEL SPREADERS.
~ a ~ . \ ~ ,
/ ~ { ~ / PR01'ERTY LINE ~ i ~ ~ 13. WHEN THE REMAINNG AREAS .ARE STABILIZED COMPLETELY, CALL
~RApH~~ SCALE ~ ~ f: „ ..gig'` \ 1 FOR INSPECTION BY THE TOWN OF -HOLLY SPRINGS 'ENVIRONMENTAL x ` ~ ~ . INSPECTOR.
h 40 Q 20 4-0 80 160
r % J ~
/ M / 3 , _ ~ S 4J ~ \Y r' ~ 14. IF SITE IS APPROVED,. REMOVE SILY FENCE AND TREE PROTECTION ~3s;~~ ~ FENCE AND SEED OUT OR STABILIZE ANl' RESULTING BARE AREAS.
IAI FEET ~ 'S ~ ~3~ ~ 3 3g 3 3s~~ ~,~P~ ~~STRE ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS '
..inch = 4D ft. i ~ ~ " ~ ~G % VELOCITY DISSIPATORS, SHOULD E3E IN TALLE[). G~
~ / / S / ' ~ A ~ ~~3 ~ i 1 / Q ~ 15. WHEN VELETA P ,~0 ,~yl ~ TION HAS BECOME E TABLISHED, CALL FOR A FINAL
/ , ~Q ~ REE ~ ~ SITE. INSPECTION BY THE 'TOWN OF H0~ LY SPRINGS. OBTAIN A
~ V ~ ~ / / - , ' v ta' ~ - ` Q • 0 < / ' ' ~ 0~ ' ' ~ !J CERTIFICATE. OF GOMPLETION_ ~ ~ PROTEC~'Ia f- ~ . ~ v
L ~ PR ECTI ~ - ro ~J~G~~~ FENCj j ~ _
~'o° SLOPE PRUTECTI~IN ~ ~ ~ e O U C ~ IyUx,{
N ~ (SEE ERASION CONTROL NOTE / ; ~ ~ , 0
/ ~ - ~ ~ 4 AND DETAIL SHEET D-5. / % ~ X ~ ~ , ' ' XX TEMPORARY ~ 0 0 0o F~°~ - j~/= E:ROSfON 00NTROL NOT ~ ~ ~ . w
DIV'ERSION'` i ~ - . ~ _ o~~~ o o Q • . ,,r` ~ 1. CONTRACTOR IS' RESPONSIBLE FOR LOCATING ALL UTILITIES 48 °w ~ ro ~ ~ ~ ~ _J ~ o
~ ~ / ~ ~ DITCH/BERN HOURS PRIOR TO ANY WORK. ~ ~ ~ w ~ ~ W
z o ~ P' Wb^~~ ~ p 4 ~ nOi U O 0. R cr`j 4 R
~ - ~ ~ /i ~ ~ ~a ~ STREAM' ~ . • - „ ~..---r° ' ~ ; ° 2. ALL DISTURBED AREAS. AND CUT/PICT SLOPt"S SHALL BE VEGETATED

~ F i 0 CE ® 'Q ' gyp. / 5 ~ ° s ~ - WITHIN 15 DAYS OF AF ANY GRADING.
1 ~,1~ gP ~ N 3. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL E3E N4
~ / ~ 0 L3 GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQ~JATE EROSION-CONTROL DEVICES OR
~ , ° _ ti STRUCTURES. 1N ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21
r ~ f~ / CALENDER DAYS OF COMPLETION OF ANY PHASE GRADING, BE
~ ~ ~ - ;Y , t 'TREE OTECTION" 3, ~ _ ~ \ - . ~ i PLANTED OR OfiHERWISE .PROVIDED WITH TEMPORARY OR PERMANENT
m ~ \ ~ / r' ~ ~ SILT FENCE ~ P) / P / , _ , ~ GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN
~ /f ~ / ' j i as ~ / I F . _ , - . WETLANDS . ' EROSION.
- ~ ~ i ~ ~ f 1 / ` ~ ' - ~
. ~ ~ , ~ 5 ~ ~ r _ I ~ / , r, / 5. WHEN SEDIMENT BASIN #1 HA5 BEEN REMOVED, AREA SHALL BE - GRADED FLAT AND FILL MATERIAL REMOVED,
~ ~ r ~ / r ~ ~ • ~ ~ ~S'LOPE ROTECTION ~ . i~ : "
o ~ ~ \ ~ ~ SEE / , . ~ , r 'E SION OTE ~ , ? Q _ _ _ _ ~ ~
" ~ ,~Q ~ ~ ~ - e ti~ i , 4 ` "--s .AN'D~DET EST D-5. - # )
~ r.. ~ Jam, L - ~ Q
a I, t Q ~ r Z ~ v
Ot ~ ' ~ ~ _
o ~ Q ERASION CONTROL LEGEND z hLI z
o ~ / BASIN ~
t a~~ ~
~ A ~ --X -X-:X---X ~X--X- SILT PENCE j ~
rn ~ N \ ,
TREE i o . a , ~ ~ROTECTI~N ; ; O ~ TREE PROTECTION :FENCE ~ ~ ~
i. J f'p1, (J J ~~~J
\ , ~ ; ~ ~ ~ LIMITS OF DISTURBANCE z
N 0~. ~,i ./`il lPF ~ i r y ~ ; ~ i o TEMPORARY DIVERSION ~ R
~ f ~ e3 o D1TCH BYPA'SS~ l ~ x : ~ ~ . 0~~ ~ \ o _ :INLET PROTECTION
~ .N ~ ; ©Fr--SITE RUNOFF / . TREE PROTECTION Rey 30 •
ONLY.,': N \ a < . 8c SILT FENCE TY.P N
~ ( ) ~e : ~ N, \ TEMPORARY DIVERSION' BERM /DITCH
~ , i ~ ~ . ' ( . ~ o 1 •
~ ~ F . ~ y ~ ~ - F STREAM DISTURBED ARE~4 = 3.~6 AC
. L ~
TRkE PROTE 40N F F ~ ry f ~a ,a.
o' ~ , ! / & SI T FE CE- TYP n ,
N
20 PERWETER DRA LIVING
YARD BUFFER CMF AWING IS THE PROPERTY UI SHEET
r N a E) 2 IPFr REBAR d Spaulding & Non-is, PA
o FOONO Land e reproduced or copied in whole o1 in part witho ut Lor -5. 0
NRB2 om Spaulding & Norris, PA. This drawing s not any other project and is to be returned to
o % /EX.r8 RANI, Norris, PA, upon request. PROJECT NUMBER
82.9-08

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n rey quo
My
~ M
a FW-.
SEAL WEIR WITH SILICONE SEALANT AFTER FINAL Z Z Q
ADSUSTMENT ~p ~ a
. _ ELV. 364.53 ~ ~ p
g 4,
1,0' Q v p o z:~,
} o
~ 1..58'
Q
SLOPE INSTALLATION . !a; Z N
I ~ SET SCREW (fYP) (f
2 PRECAST WALL DO NOT EXCEED 5.0 FT-LB5 TQURQUE `~~sslul ll+Irrlrrr
(30 cm) L -
2°-5'
(5cm-12.5cm) 6" (15 cm)
NORTH ~ HIGH FLOW BYPASS MH -WEIR DETAIL ~ ~
AMERICAN 1 0 ~ NGT TO SCALE ' ~°°,O~
GREEN (15 cm) 0 ..r.
t:..,. , EROSION CONTROL Products "r~` • • - • ' • ' ' • CONE OR FLA S.tiS'i. • v • CONE OR FLAT TOP ~ ~ ~ r ~O
Guaranteed SOLUTIONS w;~'v, • • • n • • • • I NAL OPT O OPTIONAL TOPELEVATION=374.50 ~ ~ASiisissi,l INLET PIPE '(!7
14649 HIGHWAY 49 NORTH ~ r' ^ 30" RCP
EVANSVILLE, IN 47725 ~ aoo-~~2-2040 UVEI ~
www.nagreen.crom - - - - - - - -
7.5cm f~:,/ ~ / I
' i
~f ~ ~ BYPASS FLOW I - ~ ~
OUTLET PIPE ~ , I\
30" RCP ~ I'
~ C a.. I
~-LOW FLOW OUTLET PIPE ~ ~ ~ ~
ADJU ADJUSTABLE WEIR B" PUC
SEEP SEE DETAIL ~
TRANSITION FLEXIBLE C Q COUPLIP~G
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's}, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERT1LlZER, AND SEED. I 1= C
NOTE: WHEN USING CEll-O-:SEED DO NOT SEED. .PREPARED AREA, CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. BYPASS FLOW OUTLET ~ p A' ~ 0 ~ INLET PIPE II ~ PIPE-30"RCP HIGH .FLOW BYPASS PLAN V1EW 1~'
' 1N A 6" 15 CM DEEP X fi" 15 CM WIDE TRENCH INLET PIPE - 2. BEGIN AT THE TOP OF THE SLOPE $Y ANCHORING THE RECPs ( ) ( ) 30"RCP 30"RCP l ° ~ ' NOT TO SCALE _ ® ~ a
WITH APPROXIMATELY 12" (30crn) OF RECPs EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPs WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12 (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) INV. 363.05 INV. 363.05 lNV.362,95 ~ ~ - ~ ' - ~ ~ ' ~ D9 '
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12° (30 CM) APART ACROSS THE WIDTH OF THE RECPs.
3. ROLL THE RECP's A. DOWN OR B. HORIZONTALLY ACROSS THE SLOPE. REGP's WILL UNROLL WITH APPROPRIATE SIDE ' ~
O ( ) TAKES AGAINST THE SOIL SURFACE.. ALL RECPs MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACIN tiSTAPLES/S LOW FL01 IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN l1SING THE DOT SYSTEM ,STAPLES/STAKES s"PVC LOW FLOW OUTLET PIPE 8" PVC ~
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. INV. 362.9 C INV. 362.95 ' Ca
4. THE EDGES OF PARALLEL RECPs MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING + ` yp~ pp ~~r NOTE 1: CONTRACTOR TO SUBMIT CUT SHEET FOR. .C
ON RECP's TYPE. H HIGH ELOYY UYPASS M'H - SECTION VIEYY PROPOSED BYPASS MANHOLE. NOT TO SCALE
5. CONSECUTIVE RECP' SPUCED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE} WITH AN APPROXIMATE
3° 7.5 CM OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM} APART ACROSS ENTIRE ) RECPs WIDTH.
NOTE: BYPASS MANHOLE S1'RU~TI~RE
*iN LOOSE SOIL CONDCTIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TD PROPERLY SECURE THE RECPs.
- - N
U ~
N J
LEVEL Q 1" hr) LEVEL- SPREADER FOREBAY WIDTH AY e v w o ~ a c~
SPREADER (CFS) LENGTH SIZE ° ~ z c~o J
1 1.92 78' 1 D' 134 SF
°t O of ~ ~ ~ 5 q
W ~ c~ W~ O~ yam: q~nc~
R ,c ` c, U U 47., U ctin
. WD~ I.W. Og O ~i ~m q ~ n~i U: O 0.~ I4 4 R
GENERAL NOTES:
CLASS 'B' RIP RAP TO A DEPTH OF 1' W TYPE 2 FILTER 1. FOREBAY TO BE LINED W/ / 'E 2 FILTER FABRIC.
' 2. CONTRACTOR TO STAKE FOREBAY AND LEVEL SPREADER DfMENSIONS PER GRADES GRADES
SHOWN ON PLAN SHEETS C-4.0
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